Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Misc
"· ., r.: _, . ! "' i ~1 ~ => D ,o s a7"50'4-7~e -. 7Q{XJ' ··1, • . · N \ p 0.8. p! .. ,r-s-\ No5co!e ' \ .. 10.ro·) IY 88"0S'5/' W /, CY?" '? ~ NORTH WETLAND SKETCH POwaL DEVELOPMENT B!Jlt.NGTON NORTIERN Bt,O!NG SITE PLAN PfV'l'FED BY: BUSH, ROED & HITCHINGS, INC. C!YIL ENGIN!;ERS & tANO SURVEYORS ~EATTLE,WASHIHCITOH J1J·•UI JOD 00. 91407.00 6-B-92 CLC WhH .- !:: w 3 u "' " '" '.J..; •- .- '" ,_ 1111 - BUSH, ROED & HITCHINGS, INC. EXHIBIT F NORTH WET'LAN~ DESCRIPTION THAT PORTION OF LOT 7 OF BURLINGTON NORTHERN, ACCORDING TO THE BINDING SITE PLAN THCREOF RECORDED Ill VOLUME «.L._ OF BINDING SITE PLANS, ~AGES S--(t , RECORDS OF 11:ING COUNT~, WA.SHING'l'ON, DESCRIBED AS FOLLOWS: BEGINNING A'r THE CORNER COMMON TO SAID LOT 7 AND LOTS 2 AND J OF SAID BINDING SITE PLAN i THENCE NORTH 88 11 C9 I 51 1' WEST 70. 00 FEET; THENCE" NORTH OP50'09'1 £A.ST 472.Sl FEET TO THE NORTH LINE OF SAID LOT 7; THENCE SOUTH 87D50 1 47 11 EA.ST 70,00 FEET ALONG SJ.IO NORTH LINE TO THE EAST LINE OF SAID LOT 7i THENCE SOUTH 01a50•09n WEST 472.42 FEET ALONG SAID EAST LINE TO THE POINT or BEGINNING. SITUATE IN THE CITY OF ilENTON, i\ING COUNTY, WASHINGTON. THE PARCEL DESCRIBED ABOVE CONTAINS JJ,083 SQUARE FEET (0.76 ACRES), MORE OR LESS, POWELL DEVELOPMENT BURLINGTON NORTHERN BSP WILLIAM A. HICKOX, P.L.S. JUNE 2, 1.992 91407.0B/SUR54B ~ l ' -----~----------,,,,_,, _____ , ___ .. __ _,. -,-~-,--.. ··•··· .....• I --... ::1 . l ,,, "· ,, ,,, ' ' f I .. ' Rol/raoe1 R/9171 0; Woy ' .. I ;;:, (\'\:· I '··· I l.()j POB. •"'i 1:..:., ' , •. I { 1 ··:: \ \~t:) N 88"09'.;l•W-1 75.00' ---··... ;V 88"09'5)~ W f; °;: .• F--¥\ .. =--!.~£.:.!::E..:eC:!__ __ SOUTH WETLAND· SKETCH POWF.il DEVaOPMENT BLrn.NGTON NORTIERN Blt-lllNG SITE PLAN Pl'EF'ARED flY: NoSco/e BUSH, ROED & HITCHINGS, INC. CML ENGINEERS & LAND SURVEYORS SfArTU:, WASH!NQTOfl )lJ••i•• J0S NO. 91407.08 S..S..92 CLC WAH ! ii = f- ~ :'.3 " " " "' :1.; f- " " ~ ,- ~ "' ., r.· ''.l 0 ~ w :, " '" •· • I 't ' N 0 ['" N 0 C"J t.D 0 Cl! r:n 0 • . . I ·- BUSH, ROEO a HITCHINGS, fNc. EXHIBIT F SOUTH WETLAND DESCRIPTION THAT PORTION CF LOT 7 OF BURLINGTON NORTHERN, ACCORDING TO THE BINDING SITE PLAN THEREOF RECORDED IN VOLUME _.d,.L_ OF BINDING SITE PLANS, PAGES $", I) , RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNWG 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° SO 1 09 • WEST JSJ. 62 FEET; THENCE SOtl'l'ff 55•26 1 54" EAST 3.99 FEET TO SAID EAST LINE OF LOT 7; THENCE ALONG SAID EAST LINE THE FOLLOWING TWO COURSES: THENCE NORTH 28'33 1 51 11 EAST 1?9.29; THENCE NORT!i 01°50 1 09" EAST 243.Sl FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF RENTOII, KIIIG COUNTY, WASHINGTON. THE PARCEL DESCRIBED ABOVE CONTAINS 2J,8JJ SQUARE FEET (0.55 ACRES) ' MORE OR r.,:e:ss. \. El~!!l~S 3/Hr .. -.- POWELL DEVELOPMENT BURLINGTON NORTHERN BSP WILLIAM A. P".IC!(OX, P.L.S. JUNE 2, 1992 9l407.0B/SUR54B -'"-------------- I _I ' . N .~ . :..::. ' 0 ':! "' ['- '·' N 0 ,., ' 0 '" C'J ;:: r.;, "· 0 . ' N ~ Ol ,-i ~ ., I i ' 0 'r ~ w I "' C I " = I i 0 Ill BUSH, ROED 8:: HITCHINGS, INC. ALSO TOG~THCR WITH THA.T PORTION OF SA!D LOT 7 DESCRIBED AS FOL- LOWS: ' BEGINNING AT THE INTERSECTION OF THE SOUTHWESTERLY MAl!.GIN OF THE STRIP DESCRIBED ABOVE AND SAID WESTERLY LINE OF LDT 7, SAID POINT OF BEGINNING BEING THE BEGINNirNG Of A CURVE CONCAVE TO THE SOUTH- WEST HAVING A RADIUS OF 105.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH H c 07 1 O:t;i 11 EAST) ; THENCE EASTERLY AND SOUTH- EASTERLY 71.46 FEET ALONG S~ID CURVE AND SOUTHWESTERLY MARGIN THROUGH A, CENTRAL ANGLE OF 38 ° 59 1 :l7 11 TO A POINT OF TANGENCY ON SAID SOUTHWESTERLY MARGIN AND A POINT OF CUSP WITH A CURVE CON- CAVE TO THE SOUTHWEST HAVING l\ RADIUS OF 35.19 FEET (A RADIAL LINE 'l'HROUGH SAID POINT OF CUSP BEARS NORTH 53"06 1 43 11 EAST); THENCE NORTHWESTERL"t, WESTERLY, SOUTHWESTERLY ANO SOUTHERLY 80. 63 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1:n°16 1 32 11 TO THE EASTERLY PROLONGATION OF J\ RADIAL LINE TO SAID WESTERLY LINE OF LOT 7 WHICH BEARS SOUTH 80"46'54 11 EAST; THENCE NORTH 80"46'54 11 WEST 3. GO FEET TO SAID WES'fERLY LINE OF LOT 7 AND THE BEGINNING OF A NON-TANGENT CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 20.tl 3. 79 FEET; THENCE NORTHERLY 52. 70. FEET ALONG SAID CURVE AND WESTERLY LINE O F LOT 7 AS SHOWN ON SURVEY RECORDED IN VOLUME BO OF' SURVEYS, PAGE 156, THROUGH A CENTRAL ANGLE OF 01°28 1 39 11 TO THE POINT OF BEGINNING. THE SIDELINES OF THIS EASEt1.ENT SHALL BE SO SHORTENED OR LENGTH- ENED SO AS TO TERMINATE IN SAID EAST LINE J\NO SAID WESTERLY LINE OF LOT 7. SITUATE IN THE crn OF' RENTOH; KING COUNTY' WASHINGTON THE PARCEL DESCRIBED ABOVE CON'I'AINS 12,372 SQUARE FEET (0.28 ACRES) , MORE OR LESS. 2/2 POl·/ELL DEVELOPMENT BURLINGTON NORTHERN BSP WILLIAM A. HICKOX, P.L.S. BRH JOB NO. 9I407.08/SUR54B JUNE 23, 1992 REVISED JUNE 2:G, 1992 I 1 r I ':: w S1 " 0 (.1 t ,,. ,, ·:] :-, ,,, ,_ ,,. ; l jO 0 .. BUSH, ROED 6: HITCHINGS. lw:. ACCESS EASEMENT DESCRIPTION THAT FORTI or; OF LOT 7 OF BURLit~GTON' NORTHERN, ACCORDING TO THE BINDING SITE PLAN THEREOF RECORDED IN VOLUME i(L___ OF BINDING SITE PLANS, PAGES -2::__ TH~OUGH _,LL_, RECORDS OF KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND J0.00 FEET IN WIDTH, HAVING 15. DD FEET OF SUCH WIDTH ON EACH SIDE OF AN EASEMENT CEN- TERLINE DESCRIBED AS FOLLOWS: COMMENCING AT TIIE SOUTHEAST CORN ER OF' SAID LOT 7; THENCE NORTH 01°50'09" EAS'T 18,00 FEET ALONG THE EAST LINE 'l'HEREOF TO THE TRUE POINT OF BEGINNING OF SAID EASEMErrr CEllTERLINE AND THE BEGINNING OF A NON-TANGENT CURVE CONCAVE n'O 'l'HE NOR'l'HEAST HAVING A RADIUS OF 120. 00 FEE'J.' (A RADIAL LINS THROUGH SAID BEGINNING BEARS SOUTH 00"54 1 :15" WEST); THENCE ALONG SAID CENTERLINE TH£ FOLLOWING 'l'HREE COURSES: . THENCE h'ESTERLl AND NORTHWESTEr.LY 109. J J FEET ALONG SAID CURVE THROUGH A CENTRAL hNGLE OF 52°12:1 09 11 ; THE:NCE NORTH 35°5311711 WEST 173, 08 FEET TO THE BEGINNING OF' ;A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 120. 00 FEET; ,TtlENCE NORTHWESTERLY AN['I WESTERLY 83, 40 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 39"49 t 13" TO THE WESTERL¥ LINE OF' SAID LOT 7 hND THE TERMXNUS OF SAID EASEMENT CENTERLINE, AND FROM SAID TERMINUS SAID POINT OF BEGIN- NING BEARS SOUTH 49°02 1 54 11 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 BEGINNINp OF' A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 204J.79 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH 83°06 1 18~1 EAST); THENCE NORTHERL"L 25.85 FEET ALONG SAID CURVE AND liESTERL"L LINE AS SHOWN ON SURVEY RECORC'EIJ 1N VOLUME 80 OF SURVEYS PAGE 156-, REC01{0S OF SAID KING COUNT'i, THROUGH A CENTRAL ANGLE or oo~43'29 11 j THENCE SOUTH 83°49 1 •17 11 EAST 8.80 FEET ALONG. A LINE RADIAJ~ TO THE PRECEOING CURVE 'T'O 'l'HE l:3EGINNING OF A NON-TANGEN~' CURVE COl~CAVt TO THE NORTHEAST HAVIHG A RADIUS or J5, DO FEET (A RADIAL LIN£ THROUGH SAID BEGINNING DEARS NORTH 82°50 1 29 11 HEST); THENCE SOUTHERLY AND S0U1'HE/I.STERL\' 43.16 FEET 1\LONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70D39 1 02'1 TO SA1D NORT!lERLY MP.RGrn OF THE STRIP DESCRIBED A[30VE AND I, POIN'T' OF CUSP 1-HTU A CURVE CONCAVE TO Tf1E SOUTH Hl\VlNG A RADIUS Gr' lJ5.00 FEET (A RADIAL LINE THROUG~ SAID POINT OF CUSP &Ei\RS NORT!l 26°:10'29 11 ~AST}; 'rHENCE h"ES~'ERLY 32,76 FEET ALONG SAID CURVt A.HD tWR'l'Hf:t'!LY Ml\RGIN THl10UGII A CENTRJ\L ANGLE or 13°54 '21 11 TO 'l'HE POINT OF BEG!tlNlNG; 1/ 2 t=-~-- i; I I I l 1-: , .. ,: ;; ,, t t! I . ? ;,;,i ' " . Q' ,.l "' ;, ,.. I w: 5i 1-'1 , . I ·: I \ I ~ I N ~ N 0 M CD 0 N (n ! ·, -, I i I i ' I I ' I i I "O Al m ,-L s:' z )> .< € Al ti > ~ i G) ~ \ -Al II: )> Og .z Q0 I . "" C .J --, E I --, ~ "tJ r )> I ' jj· --===~---=~----- I: I " ' ,'\ m H., \ I ,, ,, ,_ _, ,o 1 ' i I I ! l~~;vf)LC ! :i.W• "-,' /' J ] ---~---.~---r;,,....-_-_." _____ -1J*1:.ti-,-._ --=---=---.. --_=,,=-:_:_-,-=----r ~ I ? I ~ I ;o ~ J ~ ·l z I IW II tij tt Q I "' ., ! ! [ l ; ~ > ~ 1Jll~~~r---~~hl =i . .k-,,.,__;~..ll',?~ ~ I ~-----1 I I -I ----/, I ~I ,~ I I ' ·· 1 I I • 3; I "-"'=-'-~-"-'""-'-'-"'"i;=i;i«mnl lll()~[\Cl~!, 1Y 1.IJlEQ-IOlJS[ '\;i.;','"'.i.¥£.%,,_ ) i L_.l]_l..LJ2,=~---""'=~=~--C'~m~mo::._, ----~=='---I " i I I = I- 0 :•: " N u " 0 u I:'-"' :.: N I-0 "· t') ... :>: tD :,-: ,_ 0 _, N ...;; Cl .·, ' "' 0 I- '" " " '" I- i, I • EXHIBIT "G" ' Lota 1,4,6 nnd 7 BUI.LniGION NORTIIERN, A BINDING SITE PLAN~ ACCORDING TO CITY OP RENTON BJ.HD.tHG SITE. PUN RECORDED .nnm 3o ,1992, IN VOJ.OHE =---U.LL_ or PLA'lS, PAGES e: ~ IJ ' AS ICING COOHTY RECORIDNG NO• 'f ?Ori: 7e 2,hr. 6 1 ! I ..... ..: ~ ~ " 0 ,., .. , :,.; ,_ ,, . . , "' ' ( ,,1 . I ·' ' r ,. . ' ' ' I ' I 0 z _J' . ' !, ' ! ~1-·"··-- .::::::=.b: .:=:= =~- J I ' }m.-/ I l (!) '-llii>i ---\ .... _·-·---·------- '°' ~r- © ..... ~ . ~· • , ' @ IQl A Pl.lit -·-·-·-·-·-·-·-·---·-·-·-·--·-·-·-·---·-·-·-·-·-·-·-·-·-·-·-·-· 4.4b 4,b 16.'T S.W. 41Sl STREET -------·------ .,!,'..ll.'.;, ... ~ ~ ~ -~ m > ~ :1 < ' :: ·i -li (i --ii < ii ' ' I f I ( Ii I ii i I -:.-:-·., "' ·c "' "· ,, "' ,- '" -~--· ~·,_ ·---·-· _ ... ~. -------·-·- ! ' c- ' I I I •, ' I I Ill ll~TS!C1 i -·-· i(, Ji' ~;_ ~~·····- : =---~l-- o,i z: _j I I ......... ~,..·_=.,_'::.-: f~: ., ........ _. _ =:-.:... : ~=-=t -~---·----. ;----- ' ' I\ :1 i . ~- 'iJ.." I \~·-·-------- • -;· --·-·-·-···-. -·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-· i ======--+--·r======lfi---..:·-==·-=·-=·-·=-·=-·-=·-::b·-;.···~-·-·1·-·- S. W. 41ST STREET sm ~LA 11(.J /) l"•~o'-o" I:\:'.'. ij , ... _ I' .. ~-; ~" :-,{ ~l~~I '1 ;f. '" ;:: l "· ,, "' 0 ,-..., ~ 0 ,, . - i 0 z _J §::?'~_:= ::::!:.::.!" •.••. .,...._ _____ .. . _____ .. . ... ____ . ~I /\ ... "" • \.~ 1 n:.- ... ~.r.J:.;_ ... S.W.34 TH STF$!;,EJ ·-.:-c.:.::--------:-t I '---------"--i 1-·--·--·-ii' QI ~ 11 I 1: I 1 1 I "" OU =- © ,~ © ' . I ~ I :; l ::: ~ -! ( i = ! -, ~ I <I t ( 8CH1e,1T 6 -·---: ----.. ~--. .--. ·•r I "' i= "-,, 0 .... " ,- N 0 ~ 0 M ~ 0 N en 0 • EXll[BIT "A11 LOTS 2 and 3 1 BURLIHGTOH HO!lru£:B.N 0 A BINDING SITE PLAN, ACCORDING TO CI'IT OF REm'ON BINDING SITE PLAN R!CORDKD JUKE lrtJ 1992 0 IN VOLUHE /(.; OF PLATS, PAGES f-I/ , AS KING COOHIY RECORDING HO. 9JOZ>;oZ:;:r,.£ I "' ·c ~ ,, .. ,, ~-,_ ~ "' ·, ' ,, ', ' N 0 ~ 0 C':I (!) 0 N O') ~.,,.,,).../1, -~ Sia:=E OF HASHiNGl"ON ) ) ... COTJIITY OF ~ ) • • On thie -U~ day of ~ , 1992, before me, a Notary Public in and for the State ~hington, duly commissioned and sworn, personally appea;ad/~~~ ~ , to me known to be the ~G!Y,L_ ~ , respectively, of HCWA REALTY CORP., the corporation named in and. which executed the foregoing instrument; and they acknowledged to me tho.t they signed the Sallie as: the free a.nd voluntary act and dead of said corporation for the us~e and purpcoes therein mentioned, I certify that I know or have satisfactory evidence that the persons appearing before me an~ making thiG acknowledgment are the persons whose true signatures appear on this document. WITNESS my hand ond official saal the day and year in this certificate above written. N~~PU~,~~the sL.t~ 1t>.4.!:m ~:@", rosiding at ------My'cOmmiffion expires; _______ _ MARYT.SLATTERV Noterv Public ... _'_-.r .. · · · Mt Comm!Mlon Explroa M1ri:h 12, 1993 -20- , m,oos 1611r1rn.:o\/.i16 I "' :i.: ~ "-" '" ,.:.: -i Cu.1ihwnir.:..._ STATE OF l"'511I!1S~9!1 COlTN'l''i OF Ovo nr()C Ill ss. On this 23 .-ol day of Jun--e, , l99Z, before me, a Nota11' Public in and for the State of Washington, duly commissioned ana sworn, personally appeared Jc.:ihri F. L.a.v-., to me known to be the PY'1'""S 1 cl:O'.)t I a , ft:tpee'=.h ~.Y:, of HCWA REA.LTi' CORP., the corporation named. In and which executed the foregoing instrument: and they acknowledged to me that they signed the same. as the free anQ voluntary act nnd deed ot said corporation for the .. uses and purposes therein mentioned. I certify that I know or have satisfactory evidence that the persona appearing before me and making this acknowledgment are the persons whose true signatures appear on this doclllllent. WITNESS my hand and o!ficial seal the day and year in this certificate above written. -20- 1 i"54/00S16/17/~2:D1.1S16 HC\IA-Agl".n<II I ' ..: ~ ; " N "' "' 0 "' ['-:.,,; N ,-. "· 0 ,, c,:, ~ tD ,_ 0 _, ., C\I .·, a, C "! ,- i= w " C '" --,-. ' " ' ·' I STATE OF WASHIHGTON COUNTY OF t:u,j 0 • 68 .• On this 22aL day of .:1Ut\L , 1992, bafore me, a Notary PU.blic in and for the state of Washington, duly comminsioned and sworn, personally appeared Lloyd K. Powell and Peter w. Fowell, to me known to be the general partners of POWELI.-ORILLIA ASSOCIATES, the partnership nomsd !n and which axocuted tho foregoing instrument: a..'1d they acknowle:,dged to me that they signed the sB.llle as the free and voluntary act and deed of said partnership for the uses and purposes therein mehltioned. I certify that I know o~ have satisfactory evidence that the persons appearing before :e and making this acknowledgment are the persons whose tr-Jc signatures appear on this document. WITNESS my hand and official eeal the day and year in this certificate above written. ~ ll. ?ki+I- NOTARY PUBLIC in and for i i'~te of Washington, rasiding at~ ';/),r My commission expires:_,,~""'·~I~·:..,,;;-•-~~~ -l9- 1TS4/00'1:6/17/VZ:DL/Sl6 HC'.IA•Agr.no:\ .,' ., ...... ··. --·---.~···--·-··· .. ·-· !:, w ~ " N "' 0 " '" t-:i.: N >- "· 0 ,, C') ,_ c.o >-0 ~ N .,c ·"' (Tl V ,_ ~ w " 0 ,n !: ' < \ . 0 • HC shall maintain the Driveway Easement Area to a standard aa designated by HC in its reasonable discretion. If an Owntir obligated to p,s,y a prorat11 share cf such :maintenance costs faila to do so within ten (lO) business doys of written demand therefor accompanied by substantiating invoice a, then interest on the unpaid amount shall bear interest at eighteen percent (lB\:) per a1U1wa until paid and the other owners shall have the rights and remedi.es provided in Section 12 of this.Agreement. i IN WITNESS WHEREOF, the parties hereto have executed this Agreament. POWELL-ORILLIA ASSOCIATES, a WaBhington general partnership BY"-----------Lloyd W. Powell General Pnrtner By ___________ _ Peter 'W. Fewell General Partner ~XHIEITS HCHA REALTY COR?. , a Washington corporation By ____________ _ Ita, __ __,P~t,::::1=""=----- Its 'not ""'°"" Cd t A B --Legal Description of HC Property Site Plan C - D - E - F - Legal Description of Powell Proparty Utility Plan Driveway Easement Area Wetlands Preservation Eaaement Area -16- 17'S4/00S:6/17192:D\1516 ! l I • >: w :-.: " " 0 ,., "' :.i.:: ,-. "· ,, ~ ,_ ~ :-:; '· ,_ 0 ,-. "' :, 0 " ,- ·' N 0 ~ N I 0 M u, 0 N al t ' \ 0 0 • HC shall maintain the Driveway Eaae.ment Area to a standard as d·esignated by HC in i ta reasonable discretion. If an O"'"-ner obligated to pay a prorata ehare ofi such maintenance costs failEI to do so within ten (10) business days of written daand therefor accompanied Py sub6tantiating invoices, then interest on the unpaid amount shall bear interest at eighteen parcent (181) per annum until paid and the other Owners shall have the rights and remedies proviUod 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 Partner By -P-a.,.t-a-r""'w:-:--. -P"o_w_e_l:-1:------ General Partner EXHIBITS A B --Le9al Deseription of HC Property Site Plan C - D - E - F - Legal Description of Powell Property Utility Plan Driveway Easement Area Wetlanda Preservation Easement Area -18- 1 nuoos :c,1r192:cl.l516 -------------------------.. ·-···-···-·· ·-···-·""·-··-····. ! I I, I I ,I i1 !~ If, !•., I N t: 0 w (" s ,., ' N " 0 " C'J "' ;:: rJ;J 0 , .. N ,J . ~ O'l ,- ~ " , '· "' 0 ~ 0 • - HC 5ha11 maintain the'.oriveway Easement Area to a standard as designated by HC in its , reasonable discretion. If an Owner obligated to pay a p1.·orata share of such maintenance costs fails to do so within ten (10) business days of written demand therefor . ncc:ompanied. by substantiating invoices, then interest on the unpaid amount Rhall bear interest at eighteen percent (18:t) per annum until paid and the other o~ers shall have the rights and remedies provided in Section 12 of ~his Agreement. IN WITNESS WHEREOF, the parties hereto have executed th!$ Agreement. HCWA REALTY CORP. 1 a Washington corporation By _________ _ Its. ___________ _ EXHIBITS A - D - C - D - E F - Legal Description of HC Property Site Plan Legal Description of Powell Property Utility Plan Driveway Easement Area Wetlands Preservation Easement Area -18- l7S4/0C5 :6/1T/9Z.:Ol.'S16 ' /;I 11 I -·--;; "' ,,. ,, 0 ~ w " 0 . 'i . ·' 0 • 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 cove'I'ed by this .Agreement is not subject to any consent from or to HC or Powell, All development will ba subject to satisfaction, of applicable lot coverage, density, parking and other zoning and land use requirements of any governmental authority with jurisd,iction. 15,lO Wetlands, As part of the governmental approval for develop- ment of the lie Property, the Owner ~f Lot 7 must provide and agrees to provide to the City of Renton one or more easements fo'!' wetlands preservation of approximately 65 feet in vidth, or such greater area as required by the City of Rehton for the development of the HC Property as such developnient is·. currently approved by the city of Renton. Powell understands that the legal description for the wetlands preservation easement i's as currently set forth in attached AXbibit f~ such easement. will be recorded separately. All costs associated with the maintenance of the wetlands preservation area on Lot 7, e>ccept_ real property taxes, shall be paicl by Lots 2 and 3, The we-t;:.lands eae<!ment area shall be maintained to a standard desii;natecl. by HC. 15. 11 ~-Powe'll, as owner of Lot 7, hereby conveys and qui tel aims to the other owners in the Shopping Center for the benefit ot· the shopping center a perpetual, non-exclusive easement for ingress and egress, and access ·oVer and across that portion of Lot 7 legally describe.cl in attached Exhibit E ("Driveway 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 tc contribute to maintenance costs for the Driveway Easement Area until construction commences on such lot, and then only for such lot 1 s prorata share of mainte- nance costs thereafter. The prorata share shall be the percentage which the square footage of a lot upon which constroction hae commenced bears to the total square footage of all lots in the Shopping Center upon which construction has coJ11JT1enced, except Lot 7, which square footage shall be deemed to be 30,000, and Lot 1 1 for which the lot square footage shall be detet"lllined based on the buildable. area of the lot, excluding property dedicated to wetlands preservation and similar to the method UDcd by Powell to determine the buildable area for 'Lot 7. The following square footages for lot size shall be used for purposes of this Section 15.10! 175•'1005 :6/17/92 :DIIS 16 Lot 2 Lot 3 Lot 4 Lot 6 Lot 7 Lot Square footage 445,JlJ 586,312 35,00(1 JS,000 Jq,ooo i -17- HC'.IA·Agr,roel - !",", ;:( >r :l' i·' ,_. t :.: ii r I i Ii i ~ N 17, 0 " r-. '·' ,, N ,, 0 ,,, ;:: M i:.:, "· 0 ,, ,. I N ,_ 1] en _, ":i ' .-\ 0 I ~ "' ~ 0 ,o ; i ,- I! I i) 0 Ill easement and shall occur at such a time as to have a minimum effect on the opEration of the Shopping center. I 15,4 Document Execution and Change. rt 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 whic:h any commitment, ?ndertaking or obligation can be founded. It is further agreed that, once this document is fully executed and delivered, it conta.i1;1s the entire agreement :between the parties hereto and that, in executing it, the parties do not rely upon any statement, promise· or representation not herein expreseed and, except as permitted by Section 10~1 of this Agre·ement, this document, once executed and delivered, shall not be modified, changed or altered in a,ny respect except by a written document executed and dP.livered in I the same manner as required f,.:ir 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 providad herein, whenever an Owner's agreement or approval is required under. this Agreeroent, such owner shall not unreasonably withhold or delay such agreement or approval. 15.7 J&...~. Powell intends to develop Lots 1 and 7 in the future 1 althcugh 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 ag4ees to not conuoence the processing of any governmental entitlements for construction on Lot 1 until the earlier of (a) that date upon which HC has commenced construction of improvements on Lots 2 and 3; or (b) that tlate which is two (2) yea1·s from the d.ate of this Agreement. Prior to any development of Lot 1, Powell will be required t.o obtain applicable governmental approvals. Powell 1.6 development of Lot 1 shall be subject to site plan approval by the owner of Lot 2 1 which approval will not be unreasonably 1,,1ithheld or delayed. In connection with any development on t,ot l, Powell agrees to not disrupt the traffic flow on Lot 2, not diminish any utility services provided to Lot 2 and not provid.e any of!-site amenities to obtain approval for development on Lot 1. HC agrees that in connection with any development on Lot 1, Powell may make curb cuts directly opposite and to match tne curb cuts on Lot 2 which are directly opposite the ::iouth Carder of Lot 1 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 together shall constitute one document, -16- 175~/00S: 6/ 17 /'U.:C\.616 - ' ·~ ·~ CJ " " " ,., ,a I \ ' , Cll 0 r- Cll 0 r, tD 0 N en 0 The foregoing addresses ma~ bP. changed by written notice given pursuant to the provisions of ~his Section. ART:rCL! U, -LENDER PROTECTION 14. l Lender Protection. This Agreement and the rights, privileges, covenants, agreements and easements hereunder with reGpect to each owner and all parcels, shall be superior and senior to any lien placed upon any parcel, including the lien of any mortgage or deed of trust. Not"Withstanding the foregoing, no breach hereof shnll defeat, renQer invalid, diminish or impair the lien of any 111ortgage or deed of trust made in good faith and for value, but all of the covenants and restrictions, e'asements and conditions and other provisions, terms and conditions containe~ in this Agreement shall be binding upon and effective against any person or entity (including any mortgagee or be~eficiary under a deed of trust) ~ho acquires title to any parcel or: any portion thereof l:Jy forecl.osure, trustee's sale, d~ed in lieu of foreclosure or otherwise. l\RT.ICIJS lS -GENERAL FROVISI:ONB 15.l. No covenant to operg.te. l~othing either expressed or implied, contained in this Agreem~nt shall obligate any owner or any Owner I s tenants to continuously operate any type of business on its parcel. 15.2 Running of Benefits and Servitudes, Riahts 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 helrs, personal representatives, tenants, successors, and/or assigns. The singular number 'includes the plural and any gender includes all other genders. 15.J Not a Pµblic pedicati.Qll4 Nothing herein contained shall be de.eme.d to be a gift or dedication of any portion of the Comon 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 Agreernant shall be strictly limited to and for the purpose£ he.rein expressed. The rigbt of the publ.ic or any person to make any use whatsoever of the Common Area or the parcels herein offected, or any portion thereof (other than any use expressly allowed by a written or recorded map, agreement, deed or dedication) is by p~rmission, 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 froni the common Area in order to prevent a prescriptive easeinent fro111 arising by reason of continued public use. Any restriction on ingress and egress Shall tie limiteO. to the rnini:t'lum period necessary to prevent the creation of a prescriptive -15- >:: N 17' 0 ~ ~ 0 N " ,., 0 '.'! C'J ,a (0 "· 0 ., N ~ "1 ,-_, -< ' '· "' ,_ 0 ~ w ~ 0 '" ': I [, ( \ ·' 0 • the provisions of thio l\gree:1I1ent.. The failure of the owner or owners cf any of the parcels subject to this Agreement to insist in any one or more cases upon tbe strict perfoanance of any of the promises, covenants, conditions, restrictions or agreements herein, shall not be construed as a vaiYer or relinquishment for the future breach of the provisions hereof. 12.J Attox:nevs' Fe9S· In the event that suit is brought for the e.nforcemant of this Agreement or as a reeult of any alleged default hereunder, the prevailing party or parties to such suit shall be entitled to be paid reasonable attorneys' fees and costs by tha non-prevailing party or parties, including those on nppeal and any judgment or decree rendered shall include an award therefor. 12.4 governing Law. This Agreeuient shall be governed nnd enforced by, and construed in accordance. with the. laws of the State of 'Washington. ARTICLE ,13 -NOTICES 13.l Notices. Notices made by the owners pursuant hereto may be served personally or via overnight courier or may ha served by depositin9 the same in the United States mail, postage prepaid, certified mail, return-receipt requested, addressed as follows: If to Powell: Powe11-orillia AS6ociates 737 Market Street Kirt..land, WA 9B0~3 Attn: Feter w. Powell With a copy to: If to HC: With a copy to: Robert C, MacAulay Alston, Courtnage, MacAulay & Proctor 1000 Second Ave., Ste. 3900 Seattle, WA 9810~ c/o Waban Inc. 140 orangefair Mall, Suite 100 FUllerton, CA 92632 Attn: Vice President, Real Estate c/ o wa1:nm Inc. one Mercer Road Natick, MA 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 mailed, three (3) days after deposited in the U.S. mail. 17%/005':6/\7 /P2:0ll516 N ~ 0 ~~! r- ~ N " 0 "' ,., c,:i "' t.D ~-= 0 ,, . N . , a-i ~ ~ ~-) 0 >-' w I =, 0 " .-! ; 0 0 • performance of any obligation requiied hereunder and if upon the expiration of thirty (JO) days ofter.written notice from any other owner stating with particularity tl'ie nature and extent of such default, the defaulting owner has failed to cure such default, and if a diligant effort is not then being made to cure such default, then any other Owner ("Performing owner"), in addition to all other remedies it may have at law or in equity, shall have the right to perform such obligation of this ~greement on behalf of such defaulting owner and to be reimburSed by such de!-aulting Owner within ten (10) business days of demand therefor for the cost thereof with interest at eighteen percent (lSt) per annum on the maximum rate allowed by law. Any such claim for reimbursement, together vith interest as aforesaid, shall be a secured right and a lien shall attach and take effect: upon record.ation oi'. 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 claimantt ( ii) a statement concerning the basis of the claim of the lien~ (iii) the last known name and ad.dress'. of the owner or x-eputed Owner of the parcel against which the lien ls claimed; ( iv) a description of the property against which tbe 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 itemizing the amount thereof: and (vi) a stateJnent 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 h~s 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. ~he 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 t:or the foreclosure of) liens. A Performing owner is he:reby granted the right to enter upon the parcel of the defaulting owner for th1:1: 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 Waahington applicable to the exercise of powe2rs of sale in or foreclosures of mortgages and deeds of trust. If approprinte, 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 mortgnge or deed of t~--ust given in good faith and for value now or hereafter encumbering the property subjected to the lion, which mortgage or aeed of trust was recorded prior to the recording of the lien, and any purchaser at any foreclosure or trustee's s~le {as well as any grantee by deed in lieu of foreclosure or trustee's sale) under any first mortgage or de~d of trust shall take free and clear from any such then existing lien, but otherwise subject to -13- 1 TS(/005: 6/17 /92 :DUS 16 '· I I I,, t:; w --· '° ,_, ~ ,., .. , .. _ ,, ,- I __ 9.3 Restoration of Common Areas. The owner of the fee of each portion of the Conimon Area so condemned shall promptly repair and restore the re~aining portion of tho Common Area owned by it as :nearly as practicable to the condition of the same imecUately prior to such condemnation or tr~nsfer without contribution from any othAr OWner. l\RTICLE 10 -CANCELLATION, MODIFICATION, DURJI.TXON 10.1 Cnnaellation or: Modificnti on. This Agreement may be cancelled or ~odified only by the written.agreement of all Owners of the Shopping Center, which canc:ellatio'n or modification agreement shall be recorded in the of!ice of the County Recorder of the county in which the Shopping Center le located. No Owner shall unreasonably withhold or delay its com:ient to I a proposed modification to this Agreement. Without specifying other reasonable grounds for withholding consent, an OWner inay withhold consent based on material adverse financial impa.cts to an OWner• s parcel in the Shopping Center as a result of the requested modification. 10. 2 Duration. Unless otherwi~e cancelled nnd terminated as permitted herein, this Agreemen~ shall continue for sixty (60) years from the date of this Agreement and shall be renewed for ah 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. ~RTICLE 11 -RELEASE FROM LIA.J3ILITY 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 pe:.:son 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 ~hich occur during said period. Although persons or entitles may he released under this section, the easements, covenants an:1 restrictions in this Agreement shall continue to be benefits a.nd burdens upon the Shopping Center running wlth the land. ARTICLE 12 '-DEFAULT 12.1 pefault. In the event of default or threatened default under this Agreement, only the Owners shall be entitled to institute. proceedingG for full and adequate relief from the consequenc~s of said default. 12.2 Remedies for Default. If the owner of any parc~l, during the term of this Agreement defaults in the full, faithful and punctual -12- • I ; . I • .. ····-.1 >: ::;:; ~ " u .. , ,,, "· ,, "' 0 ~ "' ~ 0 N 0 C'- N 0 M (0 0 N en 0 obligations under this Agree.meii,t:.. No policies ma.y be canceled without thirty (JO) days notice to the other owners, subject to any lesser period of timo or other .agreement by applicable insurance companies. i I l\RTICL!l 8 -REALTY ~AXES J\ND ABBEBOMEN'rS 8,1 Real Estate Taxes and bsse~srnentS• It is intended that all rQal estate taxes and assessments relating to any portion of the Shopping Center or improvements .thereon, or tha ownership thereof, shall be paid prior to delinquency by the respective Owners thereof, including without limitation those taxes and assessments which arc levied ago.inst that pa:t't of the common Area owned by each owner. In the event any owner fails at any timG to pay before delinguenoy its taxes or assessments on any'portion of its parcel or parcels, and which may become n lien on any of the Common Area, then except while the va1idity 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 defaultin9 owner obligated to pay such taxes and/or assessments shall promptJ.y 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 a1nount thereof shall constitute a lien and charge on the defaulting Owner's parcel, subjact and subo.rdinate, howevor, to any bona fide mortgage OL deed of tnist made in good faith and for value then outstanding against said parcel. If allowed by the assessing agency, assessmonts may be paid in installments for tho longest ~eriod permitted so long as no delinquency occurs. AAUCLB 9 -l!MlNENT DOl'JIIII 9,1 ~r's Bight to Awar;d. Nothing herein shall be construed to give any Owner any interest in any award or payments mada 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 goverrut1ent any rights in the Shopping Center. In the event of any exercise of eminent d.omain or transfer in lieu thereof of any part of the Common Area, the award attributable to the land and improvements of s~ch portion of the CoJnll'lon Area shall be payable only to the Owner in fee thereof and no claims thereon shall be made cy·the owners of any other portion of the Cotnmon Area. 9.2 collateral Claims.. All other owners of the Common Aroa tllay file collnteral claims with the condemning authority for their losses which are separate and apart from the value of the lilnd area and improvements taken from another Owner. -lJ.- 17S~/D05:6/17/9Z:DIIS 16 " ·, ., /", :1 I >:: ,7i j '·' " !,) I ,,r I ·,; . ,_ "· ., ' ,o ( N 0 !:'- N 0 (') t.O 0 N 01 0 • 6. 2 Maintenance by Agent. Subject to the revocable mutual agreement of the owners, a th!i.rd party may be appointed as an agent of the Owners to maintain the· Common Area in the mannar as outlined in Section 6 .1. said third party may rei::eive a fee for such agency which fee is mutually acceptable to the owners to cover supervision, :management, accounting and simHar services and which fee is to tie allocated among the 0-.mers based on their mutual agreement. AR~ICLE 7 -~EKNXF'ICATION, INSURANCE 7. l owner• s Indemnificatianl. Each owner ("Indemnifying ownern) hereby agrees to defend, indemnify and hold harmless the other Owners and other Owner's te.nants from and against all demands, claims, causes of action or judgments, and all expenses and reasonable attorneys' fees incurred in 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 aot or omission in whole or in part of a11y other OWner or the tenants of such other Owner or the employees, contractors or a9ents 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 of such IndeJD.nifying· OWner or tenants. To the extent the lndemnifying Owner is liable with another person or entity for any demand, claim, cause 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 comprehensive general liability insurance during the term of this Agreement. The linits of liability of such :insurance shall be not less than Two Million Dollars {$2,0oo,ooo.Qo) 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 com.t1.encement of the sixth (6th) year after the date of this Agreement and at five (5) year intetvals theraafter 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. HC 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 times during ·such self-insurance and provides any other owner with satisfactory evidence of such net worth within ten {10) calendar days of such Owner's written request therefor. Upon request, each owner shall provide the other owners with o copy of a certificate of insurance evidencing such insurance. All owners shall name each other as additional insur.eds on th~ir respective policies (including during any period of construction) ~nd shall obtain contractual liabilitlf insurar,ce for their indemnification -1D- ,rs~1oos :6/17 /92:ow'S 16 ' Ii i I I I I " '' "' ,., "' i:: ,,. ,, ,- ~ ···'j 0 0 Ill provided the pedestrian use Qf the sidewalk shall not be unreasonably impeded by any such use~ Notwithstanding tho foregoing and so long as not prohibited by applicable law, any Owner sh3ll have the right to conduct occasional sales or may sell Chrisb:cas treas 'Within the Com111.o~ Area. located upon such Owner 1 s parcel, provided that such activities shall not l:Je conducted vitl1in fifty (SO) feet of the property line of any property owned by any Owner without the consent of s~ch Owner, vhich consent may be withheld in such Owner's sole disc;retion, and such activities shall not interfere with the ingress and egress and traffic flow/drive areas of the common Area as the ea.me may change from time to time. ARTI:CLE 5 -COMIIO~ AREA DJ:Vl!LOPHENr s.1 Deve] opment T:iJ:n..ing. When any building is constructed on a parcel, the Common Area on that parcel chall be developed at the expense of the Owner of said parcel. llRTI:CLE 6 -COMMOJ AREA llllINTENllNCE 6.1 Maintenanc.:i Standards. Following completion of the Common Area improvemonts on an Owner's property, that Owner, at its sole cost and expense, shall maintain the Common Area on its parcel in first class condition and repair and in compliance with all applicable laws4 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 durability1 (ii) Removing all papera., de~ris, 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) Opar.iting, keeping in repair and replacing when necessary, such artificial lighting facilities as shall be reasonably required: (v) Maintaining any perimeter walls inn good condition and state of repair; and (vi) Maintaining replacement ni?cessary. all landscaped of shrubs and -~- areas and making such other landscaping as is flCI.Ll·A;r.nc1 ·} !, .. ':: ,7i j '·' 0 '' "' " "· . ' ' ~ ,-I ~ ·-:; -I 0 ' ,_ ' w ! " Q I " ~ ,, •: I ----.•... N 0 r,. N 0 t".) tD 0 N O'l 0 0 Ill conducted thereon. 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 tirqe only in accordance .rith the terms of this Agreement. All signs shall com~ly with any governmental regllla- tions. Any pylon sign on the Shopping center must be of a quality comparable to pylon signs typically used by national .retail tenants~ one sign may be located on each of Lots 2 and. 3 in the locations designated on the attached Site Pla.n, as the sign locations may be changed from time to time by the Owner of the lot upon \tlhich such sign is located. The 01ir7I1er of the HC Property shall be responsible for the cost and maintenance of any sign on the HC Property. Lots 1, 4 e.nd 6 may each have a sign in the locations designated on the Site Plan attached as Exhibit B, ar. the sign locations may be changea from time to time by the owner of the lot upon which such sign is located, and: the Owner o! the property upon which the sign is located shall be responsible for the cost and. maintenance of such sign. I one sign may b~ locat~d on Lot 7 in the location Qesignated. on the attached Site Plan, which sign shal.l be constructed by HC. Such sign shall be divided into three equal blocks, one an top of the other. Powell agrees that HC may designate the users for the top two blooks of the sign (which users must have businesses conducted on Lots 2 or 3) , Powell may designate the user for the bottom black of the sign, which user must be a business conducted on Lot 7.. HC shall pay two-thirds of the construction c.ost and maintenance for such sign on Lot 7 .. Powell shall pay one-third of the construction cost and xnaintenance-of such sign. A party's share of the construction cost for the sign shall not be due, and such party I 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 HC 1 s use of the sign on Lot 7 as described in this 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 may be withheld in such Owner's sole discretion. 4.7 Outside Mgrchandising. Except ns 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 imlllediately adjacent to the Exclusive Building Area on such Owner's property to the extent allowed by law for the placement of shopping carts and for the display of merchandise being sold from the building on 'such property and for the sale of food and nonalcoholic beverages from outdoor vending carts, 1"/;4/D05:6/17 /92;1)~16 IIC\IA•A11r.ncl '::c N R 0 .:,j i:,.. u N 0 ,., 0 "' C'J "' c.o "· 0 '' N ~ g'j ,_ _, ··) ' ... ri ,_ 0 ,_ w " 0 ,0 1 '·' ; \ I 0 0 • (b) Employees. Employees shall not be permitted to park on the common Are~, 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 areas11 , however, if they do not, en.ch Owner may formally or informally designate ~employee parking areas" on its own parcel for use by such Owncr•s employees or the employees of such OWner•s tenants. Notwithstanding the foregoing, no employee parking for the HC Property ohall be pel:lllitted 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 sp~ces of the six rows of parking illllllodiately adjacent to tho ea.st; property line of Lot 4, all crosshatched and designated as "No HC Employl:!e Pa.rldng 11 on the Site Plan at.tached as Exbibj t B. (c) General. All of the uses permitted within the COilllilon 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 ror the customers, invitees and employees of those businesses conducted within the Exclusive Building Area and for thG servicing and supplying of such businesses. Public telephones are permitted within the Common Area. (d) Ho Use F'ee. 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 goverrunental authority. If a governmental authority imposes a surcharge or regulatory fee on customer or eoployee parking or base<i on the number of parking spaces within the Shopping Center or any other si:mil8:r 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~ Th~ OWT1ers ohall cooperate in the granting of appropriate and proper ease1aents for the. installation, repair and replacement of storm drains, sewers, utilities and other proper service.& in the locations generally as set forth in the plans attached hereto as ~e.i.t__Q necessary for. the orderly dC?vulopment and operation of the Common 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 J\raa. Any Owner may relocate~ at S\!Ch mmer's sole cost and expense, such utility and service lines so long as there is minimal interruption in service to any other property in the Shopping ccmter and there is the same or better utility service to the other property in the Shopping Center gfter the relocation. 4.G Signs, Except for diractional signs for guidance upon the Common Area, no signs shall be locat~d on the common Area on the HC Property or the Powell Property except signs advertising businesses -7-. , ~,,oos:6117/92:0\616 ,-----=---------------- . ' ,, i' I ': ;;; ·.· ;j I .., C, ,., ,,. ., ,_ ,_ ~ ·.3 -I 0 ~ "' 5 " N 0 l'- N 0 ,:,:i co 0 N r:n 0 0 1111 4, 3 Access. (a) No Barriers, No walls, fences, or barriers of any kind shall be constructed or maintained: on the Common Area, or any portion thereof', by any party which shall prevent or impair the use or exercise of any of the easements granted herein, or thQ froe access and movement, including without limitQtion, pedestrian and vehicular tratfic between the HC Property and the Powell Property; provided, however, reasonable traffic· controls, as may be neceesary to guide and control the orderly flow of traffic, may be installed so long as access driveways to the par:king areas in the Common Area are not cloaed or blocked. The only exception to this provision shall be (i) for changes to the EY.c1ueive Building Area and Common Area permitted by this Agreement, and (ii) for incidental encroach- ments by an OWnar. upon the Coltllilon 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, ~torefront barricades and similar facilities rosulting 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 OWnar on its property, or ns provided in this Agreement. (P) stogina for construction. Powell agrees that HC may temporarily use Lot l tor HC's staging during the initial construction of the building on Lot~-HC agrees that Powell may temporarily Use that portion of Lot 3 to the ea1:1t of Lot 4 as crosshatched and designated as 11 Powell Staging Area" on the Site Plan attached as Exhibit B during the initial construction of the building on Lot 4 and the bui1ding on Lot 6. HC ~ay relocate the staging area for Lots 4 or 6 of the Powell Property ta a reasonable alternate location so long as such staging area is of substantially the same si6e and is not significantlX more inconvenient to Powell than where the. staging area vas previously located. Any party using a staging 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 staging area in a neat and clenn condition at the end of its use; (iv) shall use the staging area only fer the minimum amount of time necessary for construction: and (V) shall quit claim to the other party the benofittcd party I s rights under this Section 4. 3 (b) when the construction is completed on the property for which the staging area is provided. 4.4 Limitations on TJse. {a) 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- , r.;.~;oos ,6/17/92:0L.'516 I ' ,..: ,:.::. '" ~ . " . " ,., ,., cc "· ,, ~ ,- ~ "' ;- 0 >- w ~ D ,, ' I' N 0 r- N 0 Col tD 0 N I 11) ! '·' 0 •• south access may be reasonably lo9ated upon any portion ot the HC Property. J .2 Fite Protection. Any building constructed on the Shopping Center with a gross building area, including mezzanines and basements, o.f twenty thousand square feet (20,000J or more, must be constructed. with an automatic sprinkler systeiu for fire protection. ·All other buildings in the. Shopping center must be constructed, maintained and used in a naMer which will prese:rve the sprinklered insurance rate obtained on any · building required to have an automatic sprinkler system. 3. 3 .J:mmage or pestruct]QO.. 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 sole cost and risk and with all due diligence!, shall either (!) restorE'l or :replace such building, subject 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 othcrwiae 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 !ts pre-casualty condition. ARTICLE 4 -COMMON AREA trSE 4.1 ~nt of Easements. Each owner, as granter, hereby grants solely to the other Owners only for the benefit of said other owners and their respective tenants, and such OWners 1 and tenants' customers, invitees and employees, a nonexclusive easement for roacl.ways, walkways, ingress and egress, access, the parking of motor vehicles and use of facilities installed for the co~fort and convenience of customers, invitees and employees an the Couon Area of the HC Property and the Powell Property I as more partici..1larly located and descrihed on the attached Sit.e Pl.an, as the same may change from time to time. The foregoing grant of easelllent 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 tet.lns of this Agreement, the Common Area shall be us:ecl for roadways, walkways, ingress and egress, access, parking of motor vehicles, lo~ding and unloading of commarcial and other delivery vehicles, for driveway purposes, and for the comfort ant:! convenience of customers, invitees and employees of all businesses and occupants of the buildings constructed on the Exclusiva Building Area. No long-term parking, park-and-ride, o~ storage of motor vehicles is permitted. -5- 1 r.;~/005 i6/17 /9Z:D11'.i 16 -----·--·-·· ----·-----·--· ! ,. ': R " u ~ " ,.: "· ,, >· ,- J ·=j 0 ~ w => 0 i ,, I .-i I ' ' ' N 0 ['- N 0 r:i ca 0 N 0) 0 !(l> • lulTicr..n 3 -EUILDINGS 3 .1 wcation, Notwithstanding the general depletion en the Site Plan attached as Exhibit B of building areas on some of the lots in the Shopping Center, no awner shall have any restrictions under this Agreement on where a building m~y be located on an 0Wner 1 s p~operty 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 Cit'OBshatched and designated ''Lot 7 Building Area" on the Site Plan attached as Exhibit B, (b) Any building on Lot J must be more than 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. (c} Any building on Lots 4 or 6 of the Powell Property ~ust he at least twenty (20) feet from the north ptoperty lines of r..ots 4 and 6 and twenty (20) feet from the east pr.operty line of Lot 4. (d) The first builcUni;is 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 de.aignated as 11 Initia.l Building Area" on the Site Plan attached as IDm..it!.iLI-HC and Powell agree that after the first such buildings are so constructed, any replacement buildings or ekpansion of existing buildings may bQ located anywhere on such Lots 2 and J so long as such buildirigs othe:rwise comply with any restrictions set forth in this Agreement. (e) Any builcUng on Lot 1 must be located on the northerly half of Lot 1. (f) All improvements ln the Shopping center must comply with applicable gover1llllental requirements. (g) The curb cuts and access areas on the north property lines of Lots 4 and 6 and the east property line of r,0t 4 as drawn on the site Plan attached as Exhibit B cannot J:ie relocated, diminished or impaired. (h) No chnnge can be macle 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. (i) He shall at all tiIDes provide reasonable access from the driveway marked as "Access Driveway'' at the north of Lot 2 to the access driveway betweE!n Lots 4 and 6 also marked 11 Access Driveway" as shown on the Site Plan attached as Exhibit B ancl generally in a north-south direction, provided such general north- -.4·- 1 r.;4/005; 6( 17 /92: 01616 --------~------------------ I ':: w j " "' i ,., "' I -... ,_ "· ., ,. ,_ ~ '\ 0 ,_ w " 0 '" ' ; i N 0 t- N 0 ~ Cl) 0 N c:n 0 0 - pornographic shop, adult bOok store, nightclub, or dance hall, or a tavern, cocktail lounge I or any facility for the on-pre.mises consumption of alcoholic beverages except as an incidental part of the operation of a restaurant or other food-related estal:llishmer.t. E~ch OWner agrees to maintain on its own property parking of five stalls for eai::h 1,000 square feet of F'loor Area on such Of;lller'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 building, except that Floor Area of outside sales areas and of nezzanines and basemants not open to customers and incidental to ground floor retail operations shall not be counted. 'l'he Floor Area of nny building sl.all be measured, from the outside face of all exterior walls e.nd the center line :of party or co1Iill1on walls. During any period of rebuilding, repairing, replacement or reconstruction of a :building, the F1oar Area 'of that building shall be deemed to be the same as existed immediately prior to that period. ' 2.2 F\lrtber Restrictions-!Except for the HC Property, no building of any size on Lot lr and nb building on Lots 4, 6 and 7 which has less than twenty thousand (20,000) square feet cf 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 home improvetilent items, including without limitation lumber, hardware items, decor, fashion electrics, fashion pl,trnbing, floor ccverings, millwork, window coverings, plumbing supplies, electrical supplies, paint, wallpaper, siding, ceiling fqns, gardening supplies and patio furniture;-proviC.ed 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 sa1es by such user on an annual basis. Each user1 s sa1es 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 Horne Furnishings; Krause's; Office Cl\lb; 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 pernftted Uses. Subject to the terms of this-Agreement, typical shopping center retail, office and service uses shall b~ permitted, including without limitation fast toad restaurants (with drive-through windows) and banks or other rinaacial institutions (with drive-through lanes). -J- 175,/005:6/17/9Z:D\61 I'.> - N ';-0 ,-::] ['o ~ N " 0 1.1 "' '." tD .:: 0 "· N ,, ! (1) ~ i ,_ I <O I 0 easements and encumbrances contained herein, HC and Powell do hereby agree as follows: T2RMB ARTICLE l. -DBFINI'l'ICH OP' E%CL0SIY1f BUILDING All.l AND COMMON AREA 1.1 l;;.x:clusive Building Area. "Exclusive Building Area 11 as used herein shall meun those portions of the HC Property and the Powell Property devoted from time to I time to building imprcvenients (including canopies, roof overhangs, supports and other outward e:ictensions not exceeding twelve (12) feet in depth}, as the same may change from time to time as provided in this Agree.ment. 11 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 facilitieP constructed solely for the use of the building located within the Exclusive Building Area. 1.2 Common Art!c.\, "Common 11.rea" shall be all of the Shopping center except the Exclusive Building Area, Building Service Areas, and outdoor sales areas (as described and permitted in Section 4.7 of this Agreement) as the same may change frolll time to time as provided in this Agreement. 1,3 Conversion 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 pemitted hereunder. An area converted to Common Area may be converted back to E:..::clusive Building Area by its development a~ Exclusive Building Area, if, at the time of conversion back to Ex.elusive Building Area, it does not violate any of the terms of this ~greement. ARTICLE 2 -USE 2.1 Prohibited Uses. The Owners recognize their respective customers' need for adequate parking facilities in close proximity to their premises and the itoportance of ~rotccting such parking facilities against unreasonable or undue encroachment which is likely to result from long term parking Py patrons or employees of certain types of businesc establishments. As a consequence ther~of, the owners covenant and agree that no part of the Pow~ll Property shall be devoted to the use or operation of a mortuary, theater, carnival, bowling alley, skating rink, amusem~nt center, electronic or mechanical games arcade, pool or l:lllliard hall, betting parlor, bingo parlor or health club, and no part of the Shopping center shall be devoted to the use or operation of <l 175~/005:6/17 /'12.:DV:i16 I !:: ~ ,; " " ,, ; •,1 I, ~I ,, . . , >· ,_ 0 ... w ~ 0 0 • RECTPROCAL E~BEMEN'I' AGREEMENT WITH COVEN~B, CONDITIONS ).!ID REBTRICTIOMS This Reciprocal Easement Agreement with Covenants, Conditions and Restrictions (11 Agreement 11 ) is made this 30th day of June, 1992, between HCliA Realty corp., a Washington corporation ("HC") and Powa11-orillia ~asociatas, a washington general partnership {"Powell"). UCITALS: A. HC Property. He is the fee owner of Lots 2 and 3 as legally described on Exhibit 5, tO this Agreement (11 HC Property"} and as shown on the site plan attached hereto as Exhibit B ("Site Plan") . Such Lots may be referred to in this Agreement separately as 11 Lot 2 11 and 11 Lot J 11 , B, Powell Property. Powell is the fee owner of Lots 1, 4, 6 and 7 as legally described qn Exhibit c:: to this Agreeruent ("Powell Property"} and as shown on the Site Plan attached hereto as Exhibi.t B. Such lots may be referred to .Ln this Agreement separately as 11 Lot 1 11 , 11 Lot 4 11 , 11 Lot 6 11 and 11 Lot 711 • The reference in this Agreement to any 11 lot11 in the shopping center shall refer to each of Lots 1, 2, J, 4 , 6 and 7. c. Shopping Cetiter. The HC Property and the Powell Property shall be referred to collectively as the 11 Shopping Center" 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 supcessor of such person or entity acquiring said fee title fr.om st,lch person or entity. The term "Owner 11 , 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 Shoppihg center. E. Pyrpose. HC and Powell desire that the HC Property and the Powell Property ~e developed GUbject to the easements and the covenants, conditions and restrictions set forth in this Agreement . AGREEMENTl In consideration that the following encumbrances shall be binding upon the parties hereto and shall attach to and run with the HC Property and the Powell Property, and shall be for the benefit of and shall be limitations upon all future owners of the HC Property and the Powell Proper.ty and that all easements herein set forth shall be appurtenant to the dominant estates, and in consideration or the promises, covenants, conditions, restrictions, r I I "· -' ~ ,-_, ,_ ,n I " \ llT~CLt 6 6.l 6.2 l\RTICLE 7 7.l 7.2 0 • -COMMON AREi\ HAINTEN1\.NC.E Maintenance standards .. Maintenance by Agent -INOEMNIPICATION, INSURANCE owner's Indemnification! ••• Insurance .... , .. · •.. Mi'XCLE B -REALTY TAXEB ANO ASSE9BH.EN11'8 B.1 Real Estate Taxes and Assessments AR'l'.ICL! 9 9.l 9.2 9.3 -EMINENT DOMAIN • • , • , Owpo:r:' s Right to Award collate~ ... ·, . Restoration of common Areee ART.ICL? 10 -CANCELLJ\.TION, HOD.IP1CATION, DURATION 10.1 Cancellation or Modification 10.2 Duratjon ... , · . · .. l\RUCLE 11 -RELEME FROM LIABILITY ll. l Release from Liabiljty 9 9 lD lO lO 10 11 ll 11 11 11 12 l2 12 12 12 12 AR'l'XCLE 12 -DBF:,,.ULT • • , • , 12 12.1 Default . • . . . . • 12 12.2 Remedies for Default 12 12. J Attorneys I fee§ 14 12, 4 Governing Law 14 ARTICLE 13 -~OTICEB 14 13, 1 Notices • • 14 AR'I'.ICr.E 14 -LENDER PROTECTION 15 14 .1 tenner Protecti an , . 15 ARTICLE 15 -GENERAL PROVISIONS 15 15 .1 No covenant to operate , , • , . . . 15 15.2 Running of Benefits and Servitudes, Rights of Succesoors: . • . • , • • . • 15 15.J Not a Pµblic Dedir.:at.:ion • . . 15 15,4 Document Execution and Change 16 1S, 5 .liQ___J_oint VentlJ.l:g • • • , 16 15.6 Reasonableness of consent 16 15. 7 Lot 1 . , . . 16 15,B Counterparts 16 15.9 No consents 17 15,lO Wetland$ 17 15,11 Lot_i 17 -ii- 1 l'SV005 :6/17/92:0'JS 16 • i .• ·.i I j "' "· .. , ~ ,_ _, > 0 ,_ "' ~ 0 ,, ; '( RECZTJ\LS A. B. c. D. E • 0 0 • RECIPROCAL EASEMENT AGREEMENT WITH COVENANTS, CONDITIONS liND RESTRICTIONS TAnLE op· CONTENTS HC Property . • Powel 1 Property Sh2nn:i na center 2l:!!l!ll:: • • • • • .Pu,rpose • • • • ~ 1 1 1 1 1 1 .ARTICLE 1 -DEFINITION OP EXCLUSIVE BUILDING AREA AND COMMON llRltA • • • • • • • • • • • • • 1.1 Exolusiv~ Building Area • 1.2 Common Area •...• ~ . 1.J convers3on to common Atea ART.ICLB 2 2.1 2,2 2.3 ARTICLE: 3 3.1 3.2 3.3 AATICLE 4 4,1 4,2 4,3 4.4 4.5 4,6 4.7 -UBE • • • • • • • • Prohibited nsP!i . • . Lllrther Restrictions Perni tted Uses -BUILDINGS • • Location Fire Prote£tlQ.n . . . Damage or Destruction -COMMON AREll UBE • Grant of Easements Use • • • • • • • • ~ ..... . (a) No Bar;rierp •..•• , (b) staging for construction Limitations on~ (a) customers • (b) Emplovees • (c) General •• (d} No Use Fee Utility and senrice Easements Sign!;; • • • , • • • . • • outside Merchanclisi.:.ng_ •• l\RTICLE S -COMMON l\Rl':l\ DEVELGPMEN'l' 5.1 Development Timing -i- 1 7;;~/0{]5:6{17/92.:DV516 2 2 2 2 2 2 3 3 ' ' 5 5 5 5 5 6 6 6 6 G 7 7 7 1 7 8 9 9 tlCVA·r.gr.otl ~' -, '.• I "' :,; ,_ "· ,, > ,_ _, "; '· "' .- '" ,- -· ':'-: ... RECORDING REQUESTED BY IINO WHEN kECORDED RETURN TO: • I ! Alston, CourtnagG, MacAulay & .Proctor 1000 second Avenue, suite 3900 Seattle, Washington 9BJ.04-lOB;4 Attention: Robert c. HacAub.y RECIPROCAL EASBMEIIT AGREEIIENT l;LTli COVEN!llr.l'B, C0liDI'+9I01lB JU,""D RE'B'l'RICTI:CHS DETl'!BBII HClrn RE71LTY CORP. POWELL-ORitLX~ ABSOCIATEB AT REQ'IJEST OF Fil.ED FDR ru:co~ E !NSUlt \NCE co. ="'S1\J',1ERlCATI • NE ·, ""'"'' 3"0 10Blh /WC, ' • n O BOX 1,13 ,. • 0 SOIJ9 BcUi;vuc, WA .i l--- J ---'-'====--------,.,-----------·-.. ·-··· ' 951/'2-9-90D6 tDG/1sa 9 Gz 11;~;~ a 11 i"iis ·· n 1.1:r ;ii ~ ~~; ..J. r ~ 21~. !~ht li a~ f Pit il ~i~ "' r il\ . d; :r ~Pij :;i •gr• ... : s:.,. ig~ /~ iJr: !!. ~ ::li'· i:!1 }1~;~··;- S60:Z01il39f : ·: ·: .... ·, ~:r,1--------------r---------------------------+ f+t~,.~~ f-.. I 1·····••:'b· -,·-~·.·+·· ·.·.•,•,· .~a·~-~~~••u··~~~~1~~~~~~~~-~·••~-,~~~·~~~~~~~~~~M'5• : : : . : . : .. : . : . : ~: ~: ~ ~(~: ~ :;; -~:~:-~:;:~:-~.:·~:~·: ~:-~: ~ ~ ~ ~ ~ ~ ~ ~ ~: ~: ~: ~ :1 ::IJ!,,. J 11 h11l 11fi 11111011111~1(111, I I lllttH. --.. _ I ~,, -. ..... .. ~ a. .. 1n~·z,• II• IIGUT 1. .. ,111ul· -~- l :r. 2 :i I~ ... ii! ro :: I-. • CD ii .. ;o "' NOi-sa'ln -lt"oa' t ,: ... ____ •. ,LEGEND ;·t:l::,) I BUILDING ENVELOPE -., ..... ·.-..., F ' \ NJ.;fflmv··PfRPmimr i*mDING SOIi.iRE fDPtAGE ·-'. -----,~-Q Off-.. ~l'RI:: JARC8.--:::m ~ FT!iki~Le~:2.':i 1:Q. Fr. ··-,·.BUII..Olt,i% ON l10MEBA$£ pAftca.,___11t,IJ4CJ SO."· BUfL0:11<{,:), DH .. OV1PARcn.s ___ e:,ooo sa.n £,I.CH . ON<i!JolKO NfflEXA n<>< ·:·.,f~ca.. IF'""~f'B'J ~AST -..... ·., ..,~· .· . .,,_... r-\,_ ···.,, ....,,... __ EXHIBIT "c" -PAGE 3 OF 3 DECLARATION OF COVENANTS, CONDITIONS AND RES1RICT10NS ANO GRANT OF EASEMENTS SECTION 30. T'M'. 23 N., R. 5 E .• MA. CITY OF RENTON, WASHINGTON [HOA] Horton Dennie a Aaooclataa, Jno. C."t11m11, £,tp_.., "'•"".,._ oind Su"''"JIN"'l ii.-. WiSHINDRN an -~ I ~ I 0•tt: 'lll/N ! HOA JOB NO. 9566.10 scw.t; 1" .. NID' ..... • .L ll('j!SQ,I I .,. 1---1 IMI! ! Ol[Q(llt l.iUl. I ~l~ ~~II ... j SHEf:T: 3 OF: J I ~--... =. ~I ~ ~I ! - :;;1 -. .. ! ~ cHltl~·,rt--., ! "'"7'41"• -•ua· J: .. I Ii • \ ,-,.~. ~--"----"\ ' I /// //''/ I if:;/ 9602081:398 /// •,, • • . . . I.. 7) ~ I/ -•.. ,/" "'T·-.,. I• ' • • • • ' 4 "l>-.:·· I I • • • • • ' • • 11111~"'!:.:.1,L,,. -~-~,~ 1111.-:so·o.'! ~ 5~~:,o· ~ ..... : : ; : : : : i \ '. '. ii : \: ! :( \: ~ ~~: ~:·i:·(·:i:·1:::t~:+1) \:\ii\~\ i::::::: . ~ .. ·. ,, _g ·., ·';'· ..... _ . ~ '·.,., J -·if;:.·:"-/ 1. .. . .t··.-, ____ ~,--,~--·_,,-7 !:AST VAl.-!,-El' ·;.u.9HW'A'1'. ... ··--·.·-:. ..• ~. -,,., .. :,, .,.,.,·· ~ -~ • 'LEGEND ''f''••I MAIN ACCESS DRIVEWAY ~m SERVICE DRIVE Wai SIGN EASEMENT AREA '511'Dl'"E ~ :111.JlO" EXHIBIT "c'-PAGE 2 OF 3 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND GRANT OF EASEMENTS SECTION 30, lWP. 23 N., R. 5 E., 'M.1. CITY or RENTON. WASHINGTON (HOA) Horton Dennis I Aasoc(ates, Inc. c-ultlng ""•t,,•-,fe,moJn, 011q s-_,.~,.. tlllJIUICI, 11131CtHmai 11U -~ --O•ll: 1/ll/H HOA JOB NO. 9'566, 10 DII~""'' \ SC1U! 1' -Too' ST I ...... ll I ~~ I a,f'.Cl(D• 1,0.lt. I fll["ftlwi,~iocz.01'GI SHEET· 2 OF· J • l'l!ll MIC: 1/ll~ ' . ... w .. "' t- m ~1 .. ~wn: -t\0.00' ...,,':loi"~OJ Hae';TfQ1"'11' -1•.•1· .. m • § 31 1, I'!"" ...<.. [---~--~-~ ; /// l _,,/.,,, . ,;,_· / ;// I// SS0Z081398 //·'· .r NU'.ll'!l't -2H.JO' j . ·. ~ . · .. ~--< .. ,.I I ') /. }. • ,I ,J, , .] .. ·. ----. -. ---==~ -~2:1 c. -••or, -MO~ ; • ;• l EA8T VAL~;!Y }nqt·i°WA•-Y, .... ,,.,,"f -...... ,.. ~ ... ·-~~-"!-~-... .,._ . .,,_-r ~ ..., ... ,. __ _ ··),.. .. ..... ·. ;·, · .. ~-., •... , \~~.," ··x ··~1 LEGtNO ·•1/'j)·4,~fi·Q!;iE8ASE PARCEL •t ~·--.JliEATRE PARCEL ·-·,ft~ O\JTPARCELS (INCLUDES CORNER 1t '< / OUTPARCEL AND OTHER If'••>:·· OUTPARCELS) • ... CORNER OUTPARCEL ~ ANNEXATION PARCEL (ONCE ANNEXED IS DEEMED AN ::;r-. OUTPARCEL PER PARAGRAPH ..,.,,..rw-,,,_,. 31 OF CC&R'S) EXHIBIT "C" -PAGE 1 OF 3 DECLARATION OF COVENANTS, CONDITIONS ANO RESTRICTIONS AND GRANT OF EASEMENTS SECTION JO, TWP. 23 N., R. 5 E., ll!.f. CllY OF RENTON, WASI-IINGTOO !HDAl Horton Denni• & A•aoclalaa, Inc. Can9UHl'n9 ~,,...,.... l'lann....., GM S.,..,,9)10nl K1illoulD, 'lldHlllll'lllol W. • .!:!IZ, l llm'Atml I 0,1~ I/U/M I HDA JOB NO. 9568.10 ....... ~,· .. 100' ,., I l'HW.. I DAff I Cft[d(tD, 1.0.1,1, ,-f'ILr: MIIN!i-,~c.ffl I SHEET.· ~r rlA.!!c_ J/OI/M · OF: J ·"' ,:.:::,.:;= -----~-----·---· -.. EXHIBIT ''D" LEGAL DESCRil'TION OF ANNEXATION PROPERTY /'':t i ;i .,,•"''·i . .. . •, .. ) ·; . . ; / ; Lqt 6 ).HJ¥,Th[':1T~}~W9RTHf~. A BINDING SITE PLAN (BSP-014-92), According to:C1ty;of'Re9tonJBm~.,Stte P\a:niNJ:ap J,tecorded June 30, 1992 m Volume 161 of Plats, Pages 8'{,! inclll$ive,,As ¥ng,t;:ountl;R~:orgfug No. 9206302696. ···· .. , ... ,·•' ., . •. . ... ./ . ,,:-.,~:-./ EXHIBIT "D" 96016009 .OC ! IMEO/W8870-33 l 102-06-96/cef :··. · .. -.'~--.' ./·~·" ,., ... ·:,. ·:,.);\.,;:''''·'•,,. """•,,,, ·:·.:,., ...•.. ,·;;· ,;• ,,,/ ·' ··' ·:,: ... ,,,· .. ,,, ... . ,,,,,... .. •' .,, ... -.. ,,, ,. •'' ,.,,.,···· ...... ,, ,, .. ,,/' ,, ',, ...... ··' 960 ! 6009.0C IIMEO/WS870-331/02-06-96/cef ~~=-"'·'·'I•~· .. , EXHIBIT "C" SITE PLAN ,,•" "" ,, .•••• ,···1:;_,. i:,a,,.,,..,,,,/' EXHIBIT"C" f ·1· ·' ,,• ,,,,· :(, .. ,·\,..,/'''••,;,_ :·: ............ ' .,. ,, ",• ,, ·i .. ,,:.t:·~~~,~···'"'·'-~-·'"''"'"'..X!Wd., ... cil.ll,i_:.::.:::·iJ!.!i-,._~ .... ···-··· ~--.... -, .-. _,_,,.. --;;:,.-,;, .,-,.·~. =·· ~- ·:i ,li EXHIBIT "B" LEGAL DESCRIPTION OF EASTGATE PROPERTY ....... ~ .. U>'-x 'J OF 13un.lNG'l'Olt ... ~OR,:'!iERN BINl)ING SI'l'E PLAN (BSP-014-92}, PER MAP ru:coru:iEO ..'IN ::VOJ;it)t!E: 16.;l"''·-OF .. ~TS, PAGES S THROO'"H 11 INCLUSIVE, UNDER RECORDIN:~ N;6. 92!Q63026.96/'REC9:RpS OF KING COUN!l.'Y; ;XbEP1 'Jim;f POR~f ON :Qf/i~T 'J/of $AID BINDING SITE PLAN, LYING NORTH OF' A LINS,.,, DES9ltttl.E:D f-S FfLLOilf:,.. .: BEGINNrNct"i'l' :;' Po,iNT oN ;rHfJk:°~TERLY LINE oF LOT 3 THAT ! s 2 J • so FEET SOOTH OF THE ,NOR.'l'EU.ST CORNlm .,OF LOT 3 OF SAID BINDING SITE PLAN; THENCZ NORTH · .. se,i:1!1 1 5'1" WES<r "iO!STANCE OF av,,,s2 FEET, MORE OR LESS TO A POINT ON 'l'HE 'WES?JERL'\( Ll'.NE/oF·· SAID :to'I' 3/ANP THE TERMI!WS OF THIS DESCRIP'l'ION, SAID fO;mT OF 'ftiMINVS .. BEING. 60/88 FEET SOUTH OF TH£ ORIGINAL NORTHWEST CQ.RNER OF )LOT/3 ;\ Ci /··,,,. ALSO KNOW AS (Nll:W) toi':.J./OF LQ!l' LIN~:'°,·A6J'V$TM;;N'l'·,,~P RECOl:\DED UNDER KING/'GOUNTY RECORDING No.· llS}.129,900,o) ;/ , .. ,.:'. '" /'',,, ;-'· ··:..::., "-:.. . ·:.-:-.:: { ··•:,.-,,, .. ,•""·••;. \. ./ } SI'J'tiA'I'E °IN THE CITY OF RENTON;,. C01/.N'r'{ OF,'' K:l;NG.;'" STATE: OF,/ W~SllINGTON. ·:_.. ..,.,~..... .:' ...... -:·/ .. , .......... , r ./.. .r .,,,,.,.-··,"···., _ _,.,,.··':•. ,,, .... ,,,. ,{ ,;" ,_,· f /.,,· .,,,·' .t ,, '""·. \ •... J '"~.~··/ 960 I 6009. OCI IMEO/W8870·33 l/02-%·96/cef EXHIBIT"B" ··~ ,, ':1 1 ,, ., J, J ., ""/ .. : ... :-.::.,·_ ... EXHIBIT "A" LEGAL DESCRIPTION OF HOMEBASE PROPERTY .L01' j O:fij3URLIS'GT<>N ,N6RTUB1Uf BlllDING SITE PLAN (BSP-014-92.), PER MAP iU:Cciiml;:o' nr·vo.t,UME il.61 o't'PUTS, PAGES 8 'l'HROOGH 11 INCLUSIVE, UNDER J:µ:CO~rll'G lito./92\)Gil)21i9 s,;,,$COP.!)S,,RF KING COlJN'l'Y, WASRn!GroN i ·· .. :; ·:: '\, .... t· ;/ ./ .• ./" ./ .,, .,•"'.:J' / ··=:,;,. TOGETHER\WITR 'l'BA'J;F'PO;il.'l.'J;ON OB, f.o¢ ',J OF SAID BINDING SITE PLAN, LYING NORTH OF··~. LIN'!, .OES<;!lUBiD AS/~Qtt.ows: BEGINNING :;··~ :,>brtr:f ON/nu('~;itu,y LINE OF LOT 3 'l'HAT IS 23, 80 FEET SOUTH OF THE NOkT!iEAST/COllHER Of LCn) ... 3 .. OF SAIBd!INODIG SITE· PLAN; THENCl: NORTH 88 DEGREJ;:S Q.9 ~-l>l· SECONDS' Wli!ST A Dl:STANCE Ol' 875. s:. FEE'r, MOIUi: OR LESS 'l'Q' A J'OINT ,o:t;,' THE WESTERirt. ~'INE OF S.UO LOT 3 AND THE TE:RMiml'S OF ffll:S DEScttIP'rION, ,:-' SAID , . .PCi+NT;c OF•,'.rER!!Il!US BEING SO. 8 8 FEET SOOTH. OF THE OR:tGmAL NORTHWES't CORNER OF ;t;ot, 3; :::... .:"-' ::· r .,.,r .r ./ (ALSO l;W_OWN AS (NEW) LOT 2°0F :i:.oT'.L;i:NE AI);:JUS'TMSNT'·~ RECOR!l,~ UNDER KING COUNT'f RECORDING NO. 9Sll29900~) i ..... ·,._ .,; <' .'i' SI'l'OATE x;"T:~ CITY OF REN'XON, 2owri .?F KI~G·;•:.'.~~~iE ~F ji'ASJ!iNGTON. .. ;' ....• ,·., .• EXHIBIT "A" 960l6009.0Cl/MEO/W8870-33 J/02-06-96/ccf ~, .... -,- --------···---.... ·-·----· ~TAfEOF bfGi,,.od l ·• cotmrY oF NY\._ 14?M ffft { ss. // .. ,'.':· 9n F=IZ f before me, J~.~e ~ ~.e,, a , l'>'otru:y Public iii !ll)d-f-0.t: said state personally appeared W,:wl ~ersonally !mo~ to:•ine .. (~rproved°io me on_;the·h;,,sis of satisfactory evidence) to be the person whose name / is subscribed"to"the :within inst1:,nrient a1l'd acknowledged to me that he/she executed the same in ii!s/her:~utli~rµ;ed,fap;tcity)aiid that1'Y'hi~er .. gignature on the instru ent, e p rson, or ihe entity up9n !iehal,t o~;Mus{i the pers9fi:,.l\~e ~;:;~t.~d the instru ent ... ;. . _ ... r / ,/:,)' ,/' ~ "·'.•' .t ., ·,y,'ITNJJ;SS ll!Y h!Jild lill,d o .. ,,,,,,,~,-''',. ...= :'! ,:'" STATE or·-· --C-----;,.-----! ) ss. c9UNTY oF:,_· _,_ ____ ~ ,,-.. ,·., · .. , ... ,_,.,·" Ori i' before me a Ndt;,ry Public iri IU]d fofsi\id sfy,te, persono.lly appeared ' ··,,i personally known-to,;ne''(o1;'proyed ;o mi on,.the•b.11sis of satisfactory evidence) to be the person whose name is subscribed to i.he -;,,itl)ih ins.hufuent ancLacknowledged to me that he/she executed the same in his/her authorizecl capiicity/ir;ic! th.!Ltl'.>y his/he~,ajgnature on the instrument, the person, or the entity upon behalfo{'Yl!ieh tiie P,¢rson·a~ted/executed the instrument. WITNESS rriy hind''at1d offi\-ial ieaL .. .,. ;' •. .:· ', .. ,,. ,' c----+,,-,c;.,-.,c;---c.--·c..· ~..:;,....--------Ni;,tary Public .in aii.d fQpaid Sta~~- ··. j _;· / ···,; :1·' ·· .. ·16· 96016009 .OC t/MEO/WB870-3J J/02-06-96/cef ,COfyftviONWEALTH OF MASSACHUSETTS CdUNT'{OF,MIDDLESEX // ./ ) ) ) j \ .... --~<~.1,J,,,$'~,~~~~ .,;;::;' m, ... ~.£...~~Y 1 'known tb m,e (or proved to in~'on the .. basis.51.f.~~tisfactory evidence) to be the person whose ~e i is subs¢ribid to the wi,thin}hst;ument,',U)d,acknoJ~l~dged to me that he/she executed the,lll!ine"!lf· ... ,··. ' j hi"".her authorizedca!)aci\,t, aµd tiy!f,1,{llisfh,erii~atpre 0~ the instrument, the persga;\iJ:_t!I~ .... : ~;-:.. ' l enttty upon bc~f of~hich.,1he ~erso~. actecr,y:~e<r.~ the mstrument. . f .'<: '-<)·.'~,\. ·~ ">;,.,,. • .-'' / / .. .:'" , . .f _,.:: ·:::::,. ·l.u. . ~ -~,::? :1 1 WITNES~' my_,hand .and 9ffkiil s~. 1 \ . ~ i '-f ~ .. .'' -• U•).. .. '1; ~ •• .... ·,..,..; f,' ' ~iV . -... •• lrl ~ .• -· "r.r ·fj .,., ., ) -....... l '\,.,, ,, f.AURJE E. Ril£Y, Neta~, Pcll!ic '•,,;,, ' .. , ...... . , My Commission Expires Ds,amlier 30, 1939 ., ,,,.c ./' .•• /'"• ..... , .. ,,. !",,,, .... ··· · CO~O~AL i1! O,F.J:,,[ASSACHUSETTS c~~·&~_.¥IDD··.::/~~1;·\: •.,,,, ... ,•' ) ) ) ... ,.. .,· ',, ,'" ":- ., ........ ·:: ,t: .. ._., " .,,·:·· . / '\l ........... ·.i;· :,,,.,_....... ./ ,,.,.-··,·., .... , Notary Public f w.~ '£~;n:~;~~~~:~y,iipp:::Ie me, At 1rl 1 kj£: f:z~ly known to me (or prowd"to qic a# the basls 9fsa.tlsfagtqry evidence) to be the person whose name is subscribed to the within instrument ,ind acknowleclge1bo me that he/she executed the same in his/her authorized capacity, ai\d that byhi#hefSi~ture'o1ftheinstrument, the person, or the entity upon behalf of which the'pei;soii acied,!,:xe\1fue4iheins!pmieqt .·······'i_:y · • .. • ,· .... ,. .:·· ::"''"·\· 'ii····· ..... , .... ··-ii:'-:'::-··_··.=·:·-.. ,.·, 0 ... WITNESS my hand and oj:licull.,seaL· ,· .,· :: :. , : . _: . "c;.' "-., ; LAURIE E. RILFf. Ncmr1 Public Not~-f~~'<lrqf~ct,·~~( \: .'{':~. )'.~ My Commission Expires De.:eanoor 30, 1999 ·:.·· ·· ·· ·· ·· ·· /'•:;~f~/:~·:f;,J\·/ . . . -~~'•1,~.1tw-'1' ·:. ·:./ .-:' ~ ·:. '•,,,,_, ., -IS- 96016009.0C!IMEOIW8&70-331/02-06-95/cef ~ ... 'w ' . IN WITNESS WHEREOF, the undersigned have executed this Declaration as of theiiaiil··fi~st set forth above. "HOMEBASE" 96016009. OC!IMEOIW8870-33 l 102-06-96/cef EASTGATE THEATRE, INC., an Oregon corporation By: _____________ _ /'•,:/···:.:::::;~i:.c-;_: -------------- -14- ,·· .• ··' ; .,,,{ "HOI\IIEBASE;:-,,,,.,,.,..,/ ;_/' .,' ,, ... -·-~;, ------· .. ····-·· cl have executed this Deciaratioo as of Oregon .;;._ ·:,. )' .: .. ;-. .. "J ~Co/ A REAL TY CORP., a Washington / . /co,pora~[~n / By: __ .2.,._.....-"--="'---"--"-"---- Name; ·~-----------i--+'----- Title,~· ---.....,:,.~~-+--+-~~--~ .. , .. ,,,~··· .,.,•"">•,, •.,.... , .. • ,,//./' .,,,•' -!4- 96016009.0CI/MEOIW8870-33I/02--06--96/cef ' ,~quir;ed to legally effectuate the conveyance described in this Paragraph 32, they will so execute , suc~··sepatate quitclaim deeds to carry out the purpose described above. , ,· :fa. Related Agreement Substantially concutTently herewith, Eastgate and ,.•HorileBiise''have ,executed and recorded a First Amendment to Reciprocal Easement Agreement ,., · ......... ..-wliich,.funeµds a·R~iji'roca! Easement Agreement with Covenants, Conditions and Restrictions ifuted'Junii30/l.992, recorded in tbe'Otfi~al Records of King County, Washington, under Fee No/920630:i'N~ (sµ6h'iigre~¢nlang..a;fiiendment being herein referred to as "REA"). The parties}ier~to _i[ckriowlt'dge)~t someproy,isions)n this Declaration conflict with or are · inconsisterit with t'i\~ . .REA)im!'some prp"vision~. ~re,i\n'?re burdensome than similar provisions in the REA. The'·:-parties h~et(!,ign;lth/lt altho4,gh tpe REA is in force and effect, those provisions in this Declaration.which ari inc.onsistent wit\\; pqJilllct with or are more burdensome to a party than provisions in the REA (ingfuding'. wi~ho~f!iniltation, Paragraph 7 ll.!ld Paragraph 9) shall supersede, control and ptev:aifover,"iiny ptO\;isiof\S of.tbeJ~:BA addre~.ng the same subject matter. · " Ill ·"'° , .... 1., :i-····','·· -ll- %016009.0C I IMEO/W8870-33 l/02.06-96/oef '· . ·:· ·,. _:~.; .... 'V ' = ~-ii'=·*=™~™=·<=>•=••~-••· .. ••· . --• •:=:-.·. _ilefa,ti{' in the petformance of the same term, provision or covenant or any other term, provision •' or ci:ive'niu'.lt contained in this Declaration. The consent or approval by any owner to or of any act or;'teques.tbY'llllY other owner requiring consent or approval shall not be deemed to waive or r,em:lilr ~~ecessii,y the consent to or approval of any subsequent similar acts or requests. The /~iglits \tiJd 'i;eme~es ~y~n to any owner by this Declaration shall be deemed to be cumulative and 90 el\ercis.¢' o(ifuy,ti'ne oh11ch right~.oqemedies shall be e,cclusive of any of the others, or any _;6th~r rig)it o(r~e~ . .ai,, laworJ!t,,equity)vhich any such owner might otherwise have by virtue of ii.<qefaulf unde.i thi~.,Deglaraµo,~ iind ,the'eicerc.i~e of one such right or remedy by any such owner shall n~t_ igipiµr s1;ch 9{vn9"s {tanditi~,t£ ,efercisp iy:iy other right or remedy ,· .. !: ::. '\,.,,./ ,;" ,:· ;' .. /' ./ ·II ,.!'"'!/" /" .f ·•:7.-9. C6unterpatts'...fThis Diiclari.pgn may be signed in multiple counterparts each of which snall.he·<leeuied ii.ii origlnal and ~hjpb when signed by all parties, shall constitute a binding agreement. ../··,/' ,/ 30. ~~tion'~ani~;. J~~~8lli~~-;·~ypers~i/~·;,~ntity controlling, controllecl by or affiliated with Eilstgate ~6quii~s/all OJ,·any pii:rt of.tli@/'Annexatiou Parcel' which is delineated on the Site Plan and kt~~y d,esci:ibe,(~n Exhibit ~D;'attached hereto by this reference incorporated herein ("Annexati91{Parcel';), the Arut~oh Plll"ael.~hall be autClmatically annexed herffo,,making the Annexation Piucel\sub]i:ct'tQ eaclf of.tJieJerms and•fonditidris,pfthis Declaratiqh and be11efitted by the easements appU~enan,t·fo the ~¢~roperty. Tji~rc;iipon, the Ann~atiop Pan\el shall be deemed to be an 'Outpiirc;I'' fc,{p9tpose~of'ihis.beplara,tion and shall bti"part _pft)le S.ijopping Center. · / ·· .. i /;· ')'.~ } Deanne,ced Parcel. If; as part ofEastgate;~,~cq~itiop'of4eAnnexation P'fel, ¥iistg,te c~n've_YS-titl~ to the "C~rner Parcel" labeled as s_m;h'antf.~~o~ o~,the Sile Plan, then the•Cotner Parcel shall be.automatically deannexed from this Declaration and shall no longer be·subje;"to the•iefuis oftbis D.eclaration and shall no longer benefit from a.riy,e~ements herein gradted,. all ~.u& E!ltsegi~nt/beirig t(?lmi~ated upon Eastgate's acquisition of the Annexation Parcel ..... ,_.. .;: / ./ .::' _.,/ "·•·.,, . . ,··· ···::,,,,,,.,, __ •:, ·',:, .... ,'':, 32. Ouitcliiim ofPai-kingE!l!!ements. •T4eHcmeBase Property Owner and the Eastgate Property Owner hereby,acknow,l'edgJ and•'agr.ee tliat (ije··parking area within their respective property shall be sufficient to'~ervit:e .. aii pafk:ing needs off!ie improvements within their respective property ancl that they intend ih.at nQ.parlci~g:~aseineilts whiltscieyer over either the HomeBase Property or the Eastgate Propcitf~hall.:'exi.~t T~ c.iiry ~ut_that intention HomeBase hereby quitclaims to Eastgate those certain parking ~exµentg.,i:,vefth1Eas.£g~e·Property which were created in Article 4, Section 4.1 entitled "Grant'of;East;inel)ts" for tt!e,parking of:J110tor vehicles in that certain Reciprocal Easement Agreement· wit~ C9:Yenants/'<1onditipi]s arid · , Restrictions recorded June 30, 1992 as Instrument No. 920630'.2.7Q2 ("W")lilliil'Eas,tg1te ./. hereby quitclaims to HomeBase those certain parking easements <.h(e.r:::fh~ Hctinej3~~J>i;operty which were created in Article 4, Section 4.1 entitled "Grant of Easements'.' as 'relate:, tp ea.sefatmts for the parking of motor vehicles in the REA This quitclaim shall not affect"gtfl}>th~i e¥emerit grants contain.eel in Article 4 of the REA. The parties agree that if separate quitclaim deeds are , .. : _;: . -12· 96016009.0C 1 /MEO/W8870-l3 l/02-06-961ccf ., ··; ; i ., ) l l J j ~ l i i ,'i < 1 . ,I , .. ,.. ........ ni.=.;.,,.....:-... =i;.,.·:v -:.··. ;.··-: -.-,·-::::'"t!:"·· .. ···--· ··--.-~-......- ,sale of by deed in lieu of foreclosure. Notwithstanding any other provision in this Declaration for · 'noijces.ofpefault, the Mortgagee of any owner in default hereunder shall be entitled to notice of szjd defaulkin.the same manner that other notices are required to be given under this Declaration; piovide{'howei,>er, that said Mortgagee shall have, prior to the time of the default, notified the iow'ner)(ivm,g said noti.!:~ of default of the Mortgagee's interest and mailing address. In the event that ~riy nqtice)~all' be gl:vcen of the 9ef1J,ult of an owner and such defaulting owner has failed to :tureibr co=~ni\e to .cure !fuch default ii.s· provided in this Declaration then and in that event the •'el'l¥rier givin!J stich .nbtide o(d~/atilt CO\l[nanq, to give such Mortgagee (which has previously given tJ:,,e '!bofe stated/iJ.otii:e,to suclf:P'\'/f!er) ~~iJer,any Mortgage affecting the Parcel of the defaulting'owi:ier an.lidditjbnal'not\c{gf-ven in-;;he,riiariner provided above, that the defaulting owner has failei:I to cur~··SUch' defah!l:i,nd sucl\ M&.1:tgagee shall have thirty (30) days after said additional noticiho...c:ufo ai,y suth defairlt, 01;/ifsu,;h default cannot be cured within thirty (30) days, diligently to commeiice 9/mng.:\,,/itltih'~uch t.ifue and diligently pursue such cure to completion within a reas6nable tim<i thefeafter. Giving"bf.~y notic¢'ru~efault or the failure to deliver a copy to any Mortgagee _.shaHiti. noev~ht.create any':µabi!it{or{the part of the owcier so declaring a default. ·. · · ·· ,: ,,,···· .. ··· ' •!-.: •• ·'" ·:-.,,/ ;/ ·: 24. No Pannership. Ne,ithetthis'Declaratio.n noi any111;ts.pfth.e oW!lf;rs shall be deemed .di'bo~strued by the parties hereto, 6r any 6fthem/~r Jiy aijy third ~erson, tlci¢ate the relationshjp ofpr!bcjpal and agent, or or partnei$hip, or.of j.bintyentur~:··6/tt ariy ass6cil!lion betw~.imy t,,)he o~ners to this Declaration. . ..... , .. ,.. -:( /,· .,./·· ................. · / // / , / 2~ !\ Governing Law. This Declaration aa:Jthe',obllgatibns 9'ftbe o~ners hereµiide~,.shaHbe i~rpreted, construed, and enforced in accordlin<;t:wjth tp'e hi'ws,.ofthe State of}Vashirigto11' .... -.... · · : ·,. ...,,. z.1,: ,i Consent.'•. In any instance in which any owner shall be reqliested to consent to o?approv;>.<if a.riy niitttef' wit,& re~pei;t to which such consent or approval is required by any of the provisiom of ,this peclfu:ati-011/foch consent or approval or disapproval shall be given in writing. . \ .... f •· .• . . 27. '•,,,Rst6~phl C~rtificafo/ Eachtiwne,, hereby covenants that within a reasonable period after written re~ucst. of an§ other o*'1itr, it will issue to such other owner or to any prospective Mortgagee, or,purchaier qf su,d1 owned p~cel an estoppel certificate stating: (a) whether the owner to whom the'tequest bas b¢en clirected kno:Ws'6famy default under this Declaration and if there are known defauits speoifyina•'the tta~\W~ there~/;; .. (b) whether to its· knowledge this Declaration has been modified .. or 8I!\Cncled iii' any way'(and'if it has, then SU.ting the nature thereof); and (c) whether to the owri~r's.kn9wled 0 ge this Dec/arati9n as of that date is in full force and effect. · · / ·· · · ·· .... 28. Waiver of Default. No waiver ofany{def;l~lt \ly anx<owne(snall ~eimpµed from any omission by any other owner to take any action in respecfof siic::b. def'auf if S)ich def~µlt • continues or is repeated. No express written waiver of any defaul{shaii ~ed. 811Y 'di::fit4!t or ... , cover any period of time other than the default and period of time spi:'cified in siichexpiess ... ... waiver. One or more written waivers of any default in the performance o(an)'. te,p,( provision or covenant contained in this Declaration shall not be deemed to be a waiver of any subsequent / i -11- 96016009 .OC l lMEOIW8&70· 33 l /02-06-96/cef '',, .......... To HomeBase Property Owner HomeBase ··· \Yit{a cppy}o: ; .,•' ,,· ,··"···~·· 3 34 5 Michelson Irvine, California 9271 S Attention: Vice President Real Estate Telephone: (714) 442-5000 Facsimile: (714) 442-5120 / Waban ,('".';,;' /t/···· :· .. :::>~~:~~:s~:isetts 01760 ·' / {, ·• ,Att.!ntion: Vice President -General Counsel '\,,""",.,· / /' /·•·,T~lephone: (508) 651-6500 . .. . /'·,i' ,/ Fii.csimile: (508) 651-6623 {···~-/.:.. .../ .I: /..:-.:./ ,.,.-~ .. ·., .. ,:... .fi:~::,. - If an owner 'desire.s to change itf address for.the puqiose' of receipt of notice, such notice or change of address shall),e $l~e!i'in the,.fualll)er,,spe6\iied, .. ~c!refn. However, unless and until such written notice of change is ac;tuallj' re'ceived, ilii: last aildti;ss and addressee as stated by written notice, or provided herein if no\v.qti:en(.notj~ or ctufugf w· be~ .. r~ed, shaU be deemed to .,c6ntj1;1ue in effect for all purpo;i'es li~.reuhdet,.... ./ . / ,i·/ ·····•,,,.,_ /'\: ,,· 2L\ Breach Shall Not Pennit·]'~tmm,oh: dtice~d:;;)e Jtlghts'.,' 1v.fs expres~ly ag¢lid that no breach ohhis Declaration shall e)}titlf ap.; O)l?Oet, to c~c;( r~iclnd, or otheryiise t~riate fllis Declaration, and s11ch limitations sMIJ n't,t aff~,edn a~y ~¢r any of the rig~ or ~~meqies w)iich the owners may have by reason of any ~~c:ach ,:if thjii qkilli'ation. No o,yiler slmll be"deen1ed ,inlireach of this Declaration unless and untit'suc'h o:ivner shall have ret.~ived,nqti'ce of~c1i breath.:md thirty (30) days shall have elapsed affer"sµch notice without the.cure of sucb•bce'ach having J1een completed. ,, ,, ·.,>.. ,,,,•· ,._;: ,,... y z .. , .. , ..... -, 2i. / Se!f-Hei~. Afght~:··.µpon the failure by an owner to observe or perform any of the covenants':or pr{)\l'1sions-0fthis.Decl~ation to be observed or performed by such owner, where such failu(e,~hall c~ntiifue fof a'p,~ri~d pt'tlprty (30) days after written notice from a non- breaching owner to 'the·brearlling owner·or &Uch .fiului:e, an owner may, at its option, without waiving any claim for damages f&:.bq;ach of agfeeme'n(at any time thereafter cure such default for the account of the brcachil)g ownej; a!ld ll!IY ~6unt,"paid'oi any contractual liability incurred by the non-breaching owner in so .. doirtg !ilialtbe d.¢erneil piid .~t-tnCllITed for the account of the breaching owner, and the breachlng owiier shaJl.~rnliurs'e the curin!f-.o"f.ller for the cost of cure; provided that an owner may cure any sut.h dt;fi!ult ai afJresiiid prior t'~'-ihii expiration of said thirty-day period but after notice to the breacffing .bwrier, if thit'curing,of sul:h default prior to the eJ<piration of said thirty-day period is reasonabl'yi\:eqJss~ to.pre*nt injuzy 9r·<lt!lnage to persons or property. ·•· ··· ·· .. .., .,. ·' · ... 23. Breach -Effect on Mortgagee and Rl~hl to Curi "sre.atb'Of any of the ,/ ,, covenants or restrictions contained in this Declaration shall not defcaf'.ot' render /n..,!llid .fue ll~n of'·· any mortgage or deed of trust ("Mortgage") made in good faith, but'all tifthe''foreg~ilig ,<":, .. provisions, restrictions, and covenants shall be binding and effective agaill!!t,,;my ,c;riv!l~r of any/ portion of the Shopping Center, or any part thereof: who acquires title by foiiclosµre oltru~i"ee'~ -10- 96016009. OC l /MEO/W8870-33 l/02-06-96/ce[ -===---~---------- c~ntinhe in perpetuity except for the sign easement which shall have a term as set forth in Par<1gr;iph)2. •.• . . " 1.5. Amendment to this Declaration. This Declaration may not be amended to /fuC>dify_6i"·e)iminate the covenants, conditions or restrictions contained herein without the prior · writteri apptoval qf1fiii"owner of the HomeBase Parcel, and the owner of the Theatre Parcel and any ~ttell}jit tdd6' so shall ii;, void ,arid'haye no effect . .•. f ' 'v:/ .,/' · / .• .••· 16,/ No c:ovenantJ~-b11 erate, .. "othing contained herein shall be construed to be a cd've.nan(to ope_riite qr td,do bu~e~i· within ibe.Shopping Center and the parties expressly disclaim any Sl\,ch duty._// / /'·-i/' t"'i l )' ·-,;,,, .,,·· .:· ,/ "'.;. ,? ._o:; •••• 17.'··" Se,,erabj!hy. ji'.very.P.i'civis\\)n of this Declaration is intended to be severable. If any term o(proyision,herep'f is,_ilecl.ired ~:\'.. a court of cgm.petent jurisdiction to be illegal or invalid, such illegaFor in)ia!id_fon:1:{or _proyision 'sh~ not affe~ the balance of the terms and provisions hereof, which tenfu and p_rbvi~foo~ sha\tremiijn bintlq:,i{and enforceable. .. .t ,.,. . ·.' ,,· ..... .,· ... ··,. !8. Captions. ;:;.y Cll.ptid~s{o q{headiri~ 9lse~ions of this Declaration are solely for c1.1nyenience, are not a part ofihfs Diiclatation, and .shaIJ/notbe'used for the ,;, .. interpretaµ'on df<i[ determination of the validify,oftfus'J?ec\tiratjon of.~y.~o~i-~ion ~¢i-e~[ _./ \,. ····:·:,,,,.,, ...... / ,:l .. / ............ ;,:::. . y \ ,/' ./ / p··.,J 9. ··•· Release from Liability. A person 9t enµ.ty .shall be liounc!·'by,,tlris / Declara:tion,tinlf durip.g the period such person or entity LS'tlJ:b f~ or,·teiiii\lholi,1/owier,df ~y prop&ty ')lhich)s su\jject to this Declaration. except BS to obligations; !labilit_ies _and . .-:- res;fonsibilities'tha.t,iiccrue during said period. Although persons'or . .enti;ties-fuay bc:;released under tlns par,i\'.gra)}h, thf c_ovenai'its,and restrictions in this Declaration shall dop.tim1e to_,be benefits to an,! servit1fdes ~poii saidpropi:ity running with the land. " <. / . . .. / \: . ·:·} '<, ........ -· 20. ,/.Noilces/ ;µiy·notice, request, demand, instruction or other communication required by this Pecl1m1tion (,6 be given i&.-any owner, including, but not limited to, a notice of assessment, shalfpe in--~rn,irii{and.srui:\l be\'eiili,er (a) personally delivered by a commercial messenger service:re~!ar[y r,'etai+Ung re'C!;jpts'for)uch delivery, (b) sent by registered or certified mail, return receipt requested, of (c)_ delivered qf the.'iii( courier services known as Federal Express, Express Mai~ Airborne;-o; EJJ!ery Air, and' such no~ice shall be effective upon delivery thereof to the owner being giVCl\}l?Jice, ;ind ,shaU.be a~cke:sse~ t9 the owners as listed below ( or their successors or assigns as may 'be reporte<;l inwritjngjn aci:6rdai)ce with this paragraph): . ..,,,,• . •' .. To Eastgate Property Owner 96016009.0C l/MEO/W8870.J3 l/02-06-961ccf ,.. ~·~tgate the\(tre, ~~: .. }/o,A.ctIII "I:heaties, _,-..... 919 S.W. Taylor, S1,iite 900/ . Portland, Oregon §120i ,· , . Attention': Mr. Walt Ajilan, Pre$1.de[!'t Telephone: (503) 2z1;0213 ·< . Telecopy: (503)2;!8-~032,,.,. ····~,, .9. ---------., .... ~---- /of eyid,-,nce of the payment of such premium; provided, however, that the HomeBase Property ~er~all have no obligation to pay more than Five Hundred Dollars ($500.00) (US 1996 Q6llai-s) P.:er)'ei;r for its share of the premium for such policy. i !' ·; .. , ... / : l'I. Service Drive Easement. In connection with the development of the •·· ... ,.,· Thea,tte P,lfrcel; t!)e·f;stgate Property .. Qwner shall be responsible for designing and constructing a /sery.ice drivda.be lo<::~ted -~t th_e _re;ir ~f}he East gate Theatre Parcel in the location depicted on ··the'Site·Ptari. 'Suclf~e&ice}lr;iVltis qe!;ignated on the Site Plan as, and herein called "Service . Drive.( The ;Eastlat~,-1'ropeify 0w11,r_sl¢1;~~trpct the Seivice Drive in accordance with plans and specificationS of-the ;Io111eBaseY.roperty. .. Q'w.!ieffor the service drive on the HomeBase Parcel which hil:ve bee\}··i\reyiou~)fj51;~vided:j1nd'~9"Eastgate Property Owner shall maintain the Service Drive, ahts.s·61e c~st aiid eKpense, ul g'o1.1rfcondition and in good repair. The Eastgate Property Owner shall be.,6ntit]~d to t~cei\ie'1i;iim Jhe HomeBase Property Owner upon completion of the Service Drive an lin!o\lllt ("Iticr~e;tAmciunt.~)-not .. to exceeg'T.en Thousand Dollars ($10,000) toward the cost ofthe,,~niti,if in~fulll!;tion''ofthe s'i:rvice .Q'~iv{ The Increased Amount represents the incrememal increits.e ii{ th1l"'co~t' qf tbe.Setyice:Driye,fo'construct in accordance with plans of the HomeBase Properly Qwn_er rfilhep'°than'tli!{E!!Stg~ Property Owner's standard plans. The J:!!lstgate Property Owner hereby zj-ant~_fo.,r the b~~iOft_he'·Ho~eBase Pr9perty Owner, its_,.feniu)ts, subtenants, agents, contractors, ·subcqntractors Ill@ e11?,plojiees, a !#rp~tual non-ex:cl~sive eas~ent appurtenant to the Ho~~~.Prop~\o }>.~.~M -~olei~ fo;,the 1purpose of allowing s~ice vehicles, including trucks, to pass ovej and through tli'i:'Serv\ce.;Drive as a means,·bfac¢;,;;,,to a\id from Lind Avenue. · ;: ··· ---·:, ' i ·· .. :: .,( _,/ /12. / Pylon Sign Easement. The Eastgate Prop&rty .. ~ner'he.t'ebyjvants to the H:6meBase Prbperty 9wner;,.n easement appurtenant to the HomeBas~J>r,opmy f6r signage p:~ostis.over t~d"po'rtion offi!e Eastgate Property designated on the Sitt'Pl~ ~-Ii "Sign Easement Ate;1" to mainl;ain,an e;cis'tiJ1g p:ylon sign and all systems necessary for its operil.tion. The Eastgate Prop~rty .. 9:wrier -~hallihav¢' no _fig11.ts·to .µse such sign or any replacement sign. The HomeBase Property Ownershal! lll!Wltaili.ihe sign iih:ornpliance with applicahle laws, and cannot increase it in height orwidt4 without ~:l:on~entpft~e E;a~tgate Property Owner. This easement shall continue for the tellll of\ms Oeclifration,.a.nd for so long afterwards as such easement is utilized for the above-describecf purp'osef "·" . .. ,,MISCELLANEOUS :., '' '"". ,,,' •' .i· ., ./.:,,··'''' .• 13. Constructive Notice artd-Accebtance .. Jlvery pcr.;qn or entity who now or hereafter owns or acquires any right, titli,,_ or..interest in; ar,,io itjiy portion'\if the HomeBase Property, or the Eastgate Property is, and ·shall. b~/coii.cl11iivelf deem~d ta _have consented and agreed to every covenant, condition, restriction 'and,-hseinenfcol;)tain¢d hei-ein;Whetber or not any reference to this Declaration is contained in the instrunuint by wliich ~µdi person -~cquired such interest. /._, / / .,:'_/ \) :; / •: ::· 14. Duration of Declaration. This Declaration sh~! cbnti~ue,i~ tµfi force 'i~d effect for six:ty (60) years and is binding on all owners and occupants ofihe Hoiiie6a~e P.opetty . and the Eastgate Property; provided, however, that all easements granted.iE,Jhi~.D~iaraiion shalt:· ··~,--·' ;" .:· -8- 96016009.0CJ/MEOIW8870-331/02-06-96/e<f ' ~" • w' +io.·-..·· ...-,>,l'-:, .. 1...r.Ja.L'-·. _: .. > ••• ' ....... ,:. •• : .•• ' ... :_ })wntr's agents, contractors, subcontractors and employees, and the other HomeBase Permitted •· Usis ,dn.9r upon the Main Access Driveway, the Service Drive and the "Sign Easement Area" (as defined in·Paragraph 12 below). The endorsement to such insurance policy shall evidence that ~iic\1 insurance policy ( a) shall have a per occurrence limit of not less than One Million Dollars ,i($J,oop;doo) a!l'd an aggregate limit of not less than Two Million Dollars ($2,000,000), (b) shall Ilame.,the ]iastgatfProperty Owner IIJ.llll additional insured, as its interest may appear, (c) shall be ,primary :iiid 11onbootriputiri.g with_,any other insurance available to the Eastgate Property Owner, \dJishaJFconiaib a tuii \Yaiver 9ffubrpgition clause, and (e) shall cover the indemnity obligations ofthe }Io!!icl!~se/Prop'erty;Op,ner si!tforj:Hh;ldy, \n this Paragraph I 0. The HomeBase ·Property Owner shitll, lroni.Jinie tg'°ti~~. u1w#'i,iie' reqµi;st pftpe Eastgate Property Owner, deliver to the Eastgate Pro~rty Owner c~rtificates;'of instir1U1ce,,eyldencing its compliance with the insurance requirements ofthi~..P~gr~ph yb. l\'titwith,$t,¢rlipg anything to the contrary contained in this Paragraph I 0, so long as.the E;I6mel;lltse J'r'il°pt\rty,bwner is HCW A Realty Corp., or any affiliate or subsidiary ofWaban fh~,, a Del;iwarefcowora.tioll,•'Of'llllY ruccesi,qhereto through merger, acquisition or otherwise, aria so ldng ~ t:h!:. H<:tril~Base Property Own•li' or its parent bas a net worth ofat least One Hundred Mi.lligh prillar,s (1100,609,009), t,!ie./rt~urance requirement of the HomeBase Property Owner contained ip this P.i!.ragpli.ph 10.q,.ay,be satisfied by any plan of self- insurance fro.m time to time maintained by.,the fiollJ.eB!ise Prop-erty'O~ne\"°orJts parent._c,,. //·', the Eastgate Property Owner a}~;e~·~:·~d~~ inde~ify;"'tje;~d (wf~ ,~unsel reasona~ly satjsfact6ry to the HomeBase Property''bvviiertarul'hqldhami!es~ th.~'HdmeBase Property OwAer:,and jts respective employees, agents, rephls~tat1veg,·subsidi!ifies/co11!.ractors, subco.ritract6rs ahd affiliates (collectively ''HomeBase Property Driyeway'Jndemgfrees·;,) from and agair\~t anf and)all Qaims which any of the HomeBase Property Driv..~w,ay Indefunit~es may suffer ari$ing orit o(telatjhg to·or 41 any way connected with the use and exetgs¢' oftheJvlain Access Ptivewiiy,1;:aiiement if.mted tcithe Eastgate Permitted Users as set forth iii°t11{s P.aragraph 10. TheJ-IomeB~.I'rop"'"!Y"O:wner agrees to and shall indemnify, defend (with c6uhsel reasonably satisfir:ctQQ:Jo·'thfEa~gatf Prapel})'-0\\f!ler) and hold harmless the East gate Property Owner and its respective employ¢es,.ageiits,.fopresentatives, subsidiaries, contractors, subcontractors and affiliates ( collecti\/,ely "Eiist~itlPr'?.pe¢> Drive'-Vay lndemnitees.") from and against any and all Claims which any b(~he §astgate,,Prop~;y,Drivev;iay Indemnitees may suffer arising out of, relating to or in any waf coruiect¢d with the .use aild exercise of the Main Access Driveway and the Service Drive easements and the'°signagfeaseme.tii iiintl!~ to the HomeBase Property Owner and/or the HomeBase Pennitt~d User}•'(as.'the.tase ,fuay.t,e):'!"0u11nt to the easement grants set forth in Paragraph 10, Paragraplt'°h·and _Para~pl\ 12/ F'pr pu\.pose$ of this Declaration, the term "Claims" shall mean any and all actions, sµits, causes :ofabtio.n;,an.d/o(;clai[J]S for bodily injury and/or property damage, costs and expenses,,ir>cludlrig/withoutilimitation, r~onable attorneys' fc d .;;. . .... ..... / .,.... ·"'·'·: .': ees an costs. · .... , .. .. ,· " ,· ··'""·· (' .-' The Eastgate Property Owner may el~ctio c<Jtry ~ C09\II!ll!<;tal g~al ri;ibility insurance policy covering the entire Main Access Driveway B!;ld'inf\iting•'t~~ reqrik¢me1)ts,bft?e insurance policy and all other insurance requirements set forth in this Pariigraph to .. ab9vc, for'.°,tlie· benefit of both the Eastgate Property Owner and the HomeBase P;:opfrty OWner,. ttfbi E~stgate Property Owner makes such election, it shall do so in writing and shall thheafter h~ve thejighfto receive a reimbursement of one-half ( 1/2) the cost of the Main Access Drive'ivay,llability.policy .. from the HomeBase Property Owner promptly upon delivery to the HomeBase Prnp.ertY O~er / .7. 96016009. 0CJ/MEO/W8870-3 l 1 /OZ-06-96/cof ·: _i ........ ·=•·· - EASEMENTS , /. i io,. Reciprocal Driveway Easement. In connection with the development of \ , .. t!ie_Ho111.eB)!,se Pfoperty, the HomeBase Property Owner constructed a driveway which is located '• ·· ....... ~ ,.,· ortbo\µ:· the.,lfoltle~ase"Prqperty and the East gate Property and is shown on the Site Plan as, and Ji.erei.~ cailld "Mai'n Access Ilrivew_w:""T!Jere is hereby granted and established to and for the benefit ofthe•H6meBise Prciperty'Ow&,{and its invitees, agents, tenants, servants, visitors and lic~nsef;li ( cdlle'ctive!y, \Ile "H9meBase"F'er!,Ilitted l)sers"), a perpetual non-exclusive easement · appurtenarit tci. the):-I9rileBJ1se~ropert3',f.1:i£ ingrc;ss J'Q,_and egress from the HomeBase Property and for drivew~y use only;' to,tias5,,,-0i¢' and tl,lr6ugh ajid use that portion of the Main Access Driveway located,.9,'.:.#re E~stga;e Property. / ., ._'")' There is h¢;ebY:'ran~~d a!id ~:t:bJ~ed to and for the _benefit of the Eastgate Property Owner and its invitees, agents/ten,ants/sep;aiits;·visit1>rs aglhi,censees (rollectively, the ''Eastgate Pennitted Users"), a pl,l'J)e~'a! 1lbn-~~liisive .. 11~ent app~,fenant to the Eastgate Property for ingress to and egress·ftom ~fie frastgate ,Property andfQ{driveway use only, to pass over and through and use the portion of.the MlWl Access Dnve,,/,ay located on the HomeBase · Property; pi;;ovided, however, that the Maih A~cess'-.P!iveway,fuayiriot.-be"us~d,by the ~tgate Permitted Osers'ro,r construction access in co~_ction ~'11 l!hy g.e~el6p,me(\t of~r on \lie ~astgate Propeny,,iir by the "&omeBase Permitted Users for-cQnBtruption/acc.ess.li(coifuec!fon.,wit\llany development .. ~f:or o~ the HomeBase Property. . . i' . .• . .. -"' ._.... / . ,, 1he qlner of the H1>meBase Parcel shall at ~I tizh~s fuairitain,fu~,~~ Access Drivewaj in good ye,nditign and good repair. · ........ , .i -' · t' .:: ./ .: .,,,'' ·····:,.. ..." : ., \ .... ,. 'I;he,•iastg_l!,te Pi:operty Owner shalt at all times maintain,'i\t/~1,e· cost and expen,se, a C01)1lll~rcia!·ien'eral,liability insurance policy with a financially respotisible insurance cmnpaiiy;--coveri!l.g ~ aqtiviti~ pf'ilie'E-11stgate Property Owner, the Eastgate Property Owner's agents, rontractqrs, ~!l,icmtr,i<;tors and employees, and the other Eastgate Permitted Users on or upon the Main Access Driy.befay. J'li~•endors,::ment to such insurance policy shall evidence that such insurance poiky . .(a}'~haU have a pe..i;\cciJrr.Jice limit of not less than One Million Dollars ($1,000,000) and an aggregate li)nitofnot\ess 1lian TWQ Million Dollars ($2,000,000), (b) shall name the HomeBase Prope~ Ownei'~d/so ~6ng i,ts Hdm~,ase or one of its affiliates, subsidiaries or its parent company,,r;uu'1111inteiest itl the·H.lim~a,~~ Property, Waban Inc., a Delaware corporati1>n, as additional insi;iredsL\l;S,.theidnt~esfriiay'appear, (c) shall be primary and noncontributing with any other insurande av~)~ble tb tl,lt H.orne.Bascfl'ropeny Owner or Waban Inc., (d) shall contain a full waiver of sui:i'rogi\t1on.¢\aµse, ~d (¢) shall cov~r the indemnity obligations of the Eastgate Property Owner s~{Prthbetpw iir'th.i~P·aii!grabh \Q ... _,:i:-he Eastgate Property Owner shall, fr1>m time t1> time, upon the hiq\\est o.f' th~Ho_!iiel3:as11·f>ropeity Owner, deliver to the H1>meBase Property Owner certificates bf insiu-ance i:vid~~ing i~s.9om!)liaJlce with the insurance requirements of this Paragraph 10. · · · · · ·· ·· · · The HomeBase Property Owner shall at all times nfaiiuain, aUts)1lt:~st ~f .. expense, a commercial general liability insurance policy with a financiall~,.responsible''insu'rande company, c1>vering the activities of the HomeBase Property Owner, the HbmeBiiseProperty' -{;- 960! 6009. OC!IMEOIW8870-J31 /02--06-96/ccf " )iddition, if the building located on the Theatre Parcel is changed from theatre use to retail use, · theft (i}~','ch building may be expanded to the east beyond the Building Envelope shown therefor, bili qbt :fµi:ther east than the front building line of the existing building located on the HomeBase ,Pa,ce!; provide(!, however, that as a condition to such expansion the Eastgate Property Owner /imrist Qiitigate, to the satisfaction oft.he HomeBase Property Owner, any impairment to the ..... ~ .. ··· vi.sibility of the idl!llfificlltion sign located on the south elevation/east end of the building located /on ~he H:6mel3as~ Pa,,cel, and (ii}_.the·m~mum total permissible building square footage of the · ~1,1iiding on ihe Thi::iitr~ PaJ'.cer\tray g.c/ticreai;ed from 56,896 square feet to 92,000 square feet. ·.. . ......... · si .···Rd;ri~ions ~krotl~: c:A~fruction Interference. During any period of construction \;!f ~y'impiovfinen~·it'the S1i£ppi~g Center, all reasonable measures shall be taken by the construc'li'l,g_9wner.at itfcosdo min\1nize)iliy impact that construction may have upon the use and/or operation of the reriiaining pri.ij,et:ty in.iihe Shopping Center, including, without limitation, dust and nois(_abatemeiit and. int¢rfer.ence,witll ingress, e_sress or access to the remaining property in the Shoppirig c.~ter: /. ··· ·· . · ··· 9. Parking Raid a.Ii~ St~d~~J;. 1Jh~ikJs~;~;;~perty and the Eastgate Property shall each contain parking suffi9~t to ac;::ommodfu{all p~trqPS,.SUests, invitees, employees,,vei,.dors and other visitors to such':propenil:ll. T)le parkini areas'\,i:Jthin th¢' ·,,, .. HomeBa~ ProP@l:IY sh.all always contain at least four aiid nfuetffoui'on~hurultedthl(4S4) parking spaces for$o-called standard size Amerlel!n .. atitomobiles fof'Eitcb-otie tllousfud,.(1,000) square,.fect (;if'floor ijrea in the HomeBase Property, and ~ew;iys ~-fgotways iri.ciqktal there~&, or,.Jucligrea:ter number of spaces as may be required bi{:.ani,iapplicat>fe goveriimenta\ regµlatioµ\ co<li., sp~cial use or other zoning permit The parkini! 11rea.s..wit!:i tlje Otitparcels shall al}*ays ~ontain at leas~_ftve.(5) parking spaces for so-called standard"s~e *1~cari automobiles, ahd driv/;""ays and footwaySlncidental thereto, for each one thousand (!;00,0) sqciare feet of floor area in su·~h Oirtp;icel. .. eracsucllgreater number of spaces as may be required"by,.any applicable govi"1)1Ilent!!!·'regiilati6n, ~~de,/ special use or other zoning permit. As long as the Theatre Parcel is used tci'-operate a cinema, the .. pfking areas with the Theatre Parcel shall always contain at least one (I) parking spac~·f6r ev,irj fo~r(4) sejlts i.11 the movie theatres located within the Theatre Parcel and driveways an~JooiwayS incigeiitafllieteto, or such greater number of spaces as may be . required by any applitab1e g6verjunental rbgrilation, qog.e, special use or other zoning pennit; provided, however, if applic&ble 'taw,permits one (I }parJcing space for more than four ( 4) seats in the theatres, then the parking·~ithin tpe theafe P;itcel iruW only be reduced to what applicable law permits if the reduction wilhestilt ir)'no iinpadt ot1''parking:wiihin, or use of, the HomeBase Propeny, If the Theatre Parcel is used for retail·{as5ippi:ise~tQ movi~ .. the_atres) then the parking areas within the Theatre Parcel shall alway~ c<10taill'atleasffiv~'(S} parking. spaces for so-called standard size American automobiles, and ciriv~J.Va,Ys afid footwilys iiil:ldentai thereto, for each one thousand (1,000) square feet of floor area in such pljl'cel/or ~chbeljter numl:ier'ofspaces as may be required by any applicable governmental regulati~ii.;tod~( speciaFuse ·&totbe,: zoning p~nnit. :. . .. . .. ,· .. ,· ... . ',• -5- 960 l 6009 .OC I/MEO/W8370-3J 1102-06-96/cef ~......... ...;~-..... , ... ...:.nn .. .r .. ..-c .. ~·-,. ~ . . ~ .-•. ,.-: ..... -~-:·-: ....... ~ .... -.·· .. ..•· hTr!". · ... "· ,:, -.,·.:;--: FEB •07 '96 I l: 09 FR ,J 15037962900 P.0,U03 ~" .... -,· addition, if the building located on the Theatre Parcel is changed from theatre use to reuil use, _th~'(i) such building may be expanded to the east beyond the Building Envelope shown therefor, _._-but not~ east than the ftont building line of the existing building located on the HomeBase f Pared; prCJVi!ied, however, that as a condition to such expansion the E.astgate Property Owner /. mu~mitig'4 to the <atisfac;tjon of the HomeBase Property Owner, any impainnellt to the ·· >"¥bill~ o(th~-i'deiitlfi~ sign1o!)ated 011 the south elevation/cast end of the building located \ltl theiHoin~ase-~arcei, an~ fu) the',inaximum total permisS1'ble building square footage of the ,buil4fug Qnthe -~ fa#el mzy,-\k inq~~ed from 56,896 square feet to 92,000 square feet. ·: .:· ;: :: .,· ./ l ::,.·;~, ,,,.-···· "\,· ' · • _i :.•. "-~·,/ Bcl!b:ictioPi Bihitinlli,C~ction Interference. During UtY po:riod of cOJISlruc.tiop. ofB.ny U,Dpr~·i:m thci'Shop,ping Center, all reasODable measures shall be taken by the consfril.¢n,1towniir at;.dts caj;t to mfuim)ilany impact that construction may h~ upon the use and/or opc:i&tio.i qf the_.iem•i.6ins.JSr6Pbrti:U, the Shopping ~ater, including, without limitation, dust and niijse /ihategien! ~ jtiterfer~ with ingressj'egreu Qt acceu to the remainingpropertyinthe'.ShopPinsiCenter./' _.,. ·--.. / / 9. Parking ~~i:rnf~1116~&ds,,'·t~~#Q~~~;ropcrty and thi: Eutgate Property shall each contain parking ~cleat to;accoi:nnilid;ite l!l1 pa?"W'!, guests, invitees, cmploy~.rendors and othec visitors to Sil~ proP&i#es. ,,l'he,p~g areb,within ,tlii.'r HomeJ¥ise Property shall always contain at ~t fo~ .. iin4 oaf-tentlr'(4':1'),parlcing JIPlll#s for so-c:alled standard size American automobiles fur-,ea·ch one tlioll.Sarui'(lJK)O) J(Jtl#c ieet of floor area.in th;,li,;,me!ase Property, and drivaways and fodtwll-Y' ~ci~eutal, therito,,br ~ greatar l!Ull'lbcr r;,f spllCCS ·~ may be required by any applicable go~~ .~gul~tiClri, c9dc, special use or othe{zo.ajng pf,tmit. The parking area& with the Outparccl$ .~~all ,IWif• ~nu.in at least four and olic-tcnth ( 4,1) ~ Sl)&Cea for so-called standard size Airieiif,an automobiles, and /\iriv~ays·~ _f6~~y~ 0 intjdental thereto, for each one thousand (1 )JOO).,~ feet of floor area ')n suc.b:'6uipp~ or.,su~ gt_eater nwnber ofspaccs as llllLY be required by"ll!,!Y applic:.able gtl~ti. ~gu!,atio~ co.ile. sp;eaJ use or other zoning permit. As long a, the Theatre P=l is uscihti'op!S!'ate ii cil!CIIla/tl!e''parkmg areu with the Theatre Parcel &hall always contain at least one (1) p.irkmg spilcc·for tfv.ery ft\u.i: (4),aeats in the movie theatres located within the Theatre Para:!. and driv~ays aqcf~!)on>,fays l!!Ci4~~thereto, or such greater number of space& as may be required by a.ny ap_pllc:ible'.gov,ernmeiitaf t!lgul,ition,, eode, special use or othe.r zocing permit; provided, howcv,;r, if IIPPfi~ll'.\J.:W pennits 6ne (i} p~lcing space for more than four (4) seats in the theatres, then the parkii;g withi~:th~;.Th~ ?arccil rpiiy .c,nly be reduced to what applica.ble la.w permits if the: reduction will,,r:csult.ln nd impict on parkirjg·witbin, or use o.l; the HomeBase Property. lithe Theatre Parcel is U!le# forhwiii (as opposed· to mQ~.tbeatreii) tben the parking areas within the Theatre Pared shall al~ayi.i:ontali, at l~tto.ur antfo~t:-etcnth (4.1) parlciag spaces for so-called standard size Ametlcan.~t9mobi!ei( ani:i driye;,;ays a:nd footwa.y&iw:idental thereto, for each = thousand (I, 000) squaii f'ecl•bf .tlbor area fu such pii.r¢;"tlr ~ch greater number of spaecs as may be required by any appliri~i go~encil re~ation, code, special use or othc;r .zoning permit. · · '· :: ·-- -5- 9601600!l.OCI1MEOIW8B70-33JlfQ--07-91i/~ '"• _,. :; .... ;):' :: ··-"·------ lobby, 't~opy and architectural features on the theatre building such as entry marquees); and the ,heig~{ ofihe buildings constructed on the Outparcels shall not exceed twenty (20) feet. Unless i othfrwise :ipproved by the owner of the Theatre Parcel, the height of the building constructed on t~ltlom~B:;se Parcel shall not exceed thirty-five (35) feet (excluding canopy and architectural ,' f'ea\tires}'. ' "'. -·. i. . .. ·.· .6,. ,Un~~elol)e~··Buif4ing Area. Each of the Outparcels slu!ll be paved and niar,lced ~ a p'arkingirea.'until s,1:ich tig,ie,Js the commencement of construction of a building on such Ou.tpar~!s-· " ( \,. .. ....... ,.. ·., ..... :· · \, ..... .-·· _,r .:'· //'.1,-ii ,. ,/-_.)·:· ... ,:1 l Siti PIM Restrictions. ;fi{e,$h<:>pping Center must be developed in accordance withthe .. Sit~ Pia.ii. W\thoJt limi~,Jq~fbregoing, all buildings and other structures must be built within the bqi{c!ing•'envel6pe~·e1~Jilci/hg Envelopes") shown on the Site Plan and shall not exceed the max:iiilµmI,quate foqtage;s de.~ign;tel.l,for such bl,ilµings on the Site Plan; and no changes shall be made tcithe p.i,tking\paces,,,drivewaysi·service cjriv~S, entrances and exits from the layout thereof shown oni~he .Site. Plan."v,j1:hou;.th.e prior app.9/al of the owner of the HomeBase parcel and the owner of the Theatre -Parcef Ari,y i:ev~cl'ns; modifications or other changes to ~~ Site Plan shall require th&•pr,i6r ~pprpval of till\ 9wnef of ,tll,(lfomeBase Parcel and the owner qf the .. Theatre Parcel and the standai.ds aj,plic,1ble 1;a su9h c,onseni'iir~ more fi,tlly described J;ielow. U11til the tenth anniversary or'tl)~ date,_pftlus J:?fclar'iitign ~y ~fthe fbll9~g changes _to the,,S.ite Plan (i.e. changes described in (11--ttiro\lgb (6) qelow},shatl reij,_uu/the''prior approval ofq.bththe ~wner of the HomeBase Parcel and~-9ii,n#r of.theJhea_ife f-arc~ which consejit ma:fbe '10.thheld in the sole discretion of such owners: (j) chim,ge's to_,My:'oft,he Building · Env~iopes•withfu tbc::-'HorneBase Parcel or the Theatre Parcel; (2)',;hanges toJh~··"M&n Access Dri~eway" (hetein~e,.defined) which is situated along the boundazy·ort11eJi9inel}iise Property and the Eastgate Prgp~rty; (3)'t:limination of the access drive to East Valley ~h.~ay which is loc'a~d to the sct\ith of the Maii! Access Driveway and identified on the Site Pla1{ ( 4) elimination of the '"Secyice' Dfive"/(her~inafter defined) which is situated along the rear of the building located on the Theatre P;ircet'or.feloqfoon· ofth{Service Drive in any way that could impair the operation, use or':enjo~ent"if'ihe :f!oJ:\leB·(!.!e f_arcel; (5) reduction in any of the parking ratios below those requireq, by µus J;)eclaratidn; qi ((ii) relocation of the main doors to the building located on the Theatre''Parcef (uiuch building is risec\Jqr theatre use or any other use other than retail use), any further north than\,.s'sbown bn th~ Sjte Pi,an ,or the addition of any entrance doors (exits and fire doors being all6wed) a,\.ihg,the.,tiort\r'side··'of,ilie,building located on the Theatre Parcel (this item 6 to terminate iilitl"!:ie ofno t\.ut¥r fcifoe,hr ,;ffectif, as and when the Theatre Parcel is converted to retail use unless s~bseC[lle!iily conie~dJ>ack io,.tl.leatre or other use). Any changes to the Site Plan occurring prior t0Jhe:1enth"amiiv(ifsar)1 of tins Declaration which are not described in any of the items set forth in(!) thi:9ugh (6) abov1t~da'i!y chariges to the Site Plan occurring after the temh anniversary of this Dediiration(wheiber.6r Ils6t desctjb·e'd··iq any of the items set forth in (1) through (6) above) shalt reqwrethe prior $pro~al !)t,both the ow.ner of the HomeBase Parcel and the owner of the Theatre Parcel butiei\her ~t s,iid;:bwner:ii'may: • umeasonably withhold or delay their approval of such change~. r,fotwith~tanding'tbe forego\tig; any changes to the Site Plan required by the City of Renton in co~qn withJhi(ipjtiiil proposed: development of the Theatre Parcel ("Citv Required Site Plan Changes") \vhidi aie,not ot~erwlse . described in any of the items set forth in (I) through (6) above shall not ri\qui[c;Jlie l-ippr6valhf the owner of the HomeBase Parcel although said owner shall be entitled to notice thereof Jii .4. 96016Q09 0Cl/MEO/W8870-J3J/02-06-96/ccf ·; ' . j ; I • --~·'" .,:; .. (a) Any public or private nuisance. ,. . . (b) Any noise or sound that is objectionable due to intennittence, beat, ffeqii'ency, shrillness or loudness ( other than noises typically associated with a home .:·improvement store or a theatre/cinema). .. ;\ .. . ,,,·· ,.,. ( ~)c Any.-e:ircesfive quantity of dust, dirt, or fly ash. •• I ~· J i / /' ,,;······--}d) !: /~y fjre{explosiqn or other damaging or dangerous hazard, i~¢Iu~ing :fhe filo1e;~ispla~/~,:r,ile .~9!\plq,!ives or fireworks. / ,,. ..... ,.J.: / :'.' . ,_:: :.-' .,. .,(f.) / A:fiy aS(lembly;,maliuficture, distillation, refining, smelting, agricultdre-or'minjrig operati~ns .... ,,/· / -.... cl. /~y.•,otitl: ~6~e::ir µ,ailet•c9urt, labi\i"Qamp, junky~d, stock yard or animal raising. ··•• ( /i i/ . ,/,,/ ,/"\ \ ... i:· / (g) Anydril!ihg fi:Sr a'nd/Qf re.ttit}1(\d o/sub'surface substances. •:: ..... ,:.,}:• ? ,}: . ./: .,/ ,,,., ... •""·'";"\,, /;I:, " ... (h) Any dumping o(garBag;-.or retuse/oth¢,r than iri'\,nclos~ i;overed reqeptacles .intended for such purpose. · .. , . . ., .. :·· .,· ... i' ·•,,,./" ···••· \.'.. ./ ... / ........... y t' . . \ (i) Any mortuary or si~~-·servi.f/:(:~~l\s!un~nt. / ,/ / .. .. ~. ,' .. . / / / (j) Any commercial laundry or dry-clia!]i~ ;lant/~¢~ded, however, tl:ls pr9hibitjbn s,!)ajJnot be applicable to any premises if ori;;;:;fe.:! t'l''Pi.~k up' and delivery ~Y the ultn,lul)<e''conswner and there are only nominal on-site suppoftiµg fa.cilities: ·s;.,.,·' .:· / ·;. •1·.,·:::/;· . ,,., _... ;_,_:.:,··.··(\·.·.k 1 :)_:;)' ¥~.~11~.lllobile body and fender repair work. , )~riy flea ~f!,.et, swap meet, "second hand" store or "surplus" store. -1,,.~/ .. /.~ ·····\. ·:: _;:-·., . '·rm:i /Anf adult b~k stof~, ariy-sp-called "sin" uses including without limitation nude dancing, p6ri!cig,aphlc di;pla~, djspl,ays of"X-i:ated' materials or films, massage parlor or off-ti"a,;t?.~tfog'fac~ity. / / / ): ..... . 4. Retail Use Restriciion. Si:i"tong a;; tlti;:Ho,111eBiseP.arcel is being used primarily for retail sales purposes, the Shcipping:Ceo'terjha!J''be jised . .11/imarily for the retail sale of goods, wares and merchandise and for such service' ei!fal,lishmtlilts ~~ m,i!.y be C9)lllnl;ln to a first- class shopping center in the same geographic area: For. piirpo_ses 9f~ prpvision, IM".ie theatre use shall not be deemed non-retail and offices incidentai'io r~ng, includirig b!l,1lk,;, barbershops and beauty salons shall not be deemed non-retail. ·. ' · 5. Height Restrictions. Unless otherwise appr~~ed bj th~Ho~tid~ , .. Property Owner, the height of the building constructed on the Theatre Pare.el so lopg ~ su6h building is used for theatre or retail purposes sha.ll not exceed thirty-five (35)''feef(e~fluding .3. 96016009.0Cl/MEO/W8S70-33 !/02-06-96/cef . •• -~-. ·.:,·.,.\"• ·.-.,,...,.. .... ,,.. ... '· -.--.-··--.. _,, ... 1,l ., ,, ''" ,.,.., ,.,·· ---------··· ... -· D. HomeBase will hereafter hold and convey title to the HomeBase Property subjecttq certain protective covenants, conditions and restrictions and the easements as heieinafter set forth. _,/· _ __ __ E. Eastgate will hereafter hold and convey title to the Eastgate Property sµbjec;f to tbe cov~nantS-;_.conditions, restrictions and easements contained herein. . :: :: ... ,,· · .. . , __ ,-.,-. '/i'. .-····4-tta~he~,j)~~to ~hd incorporated herein by this reference as Exhibit "C" is astte plan _depictig~ th.~ Ho~¢Base J;"rifpe9Y·an4 __ the Eastgate Property ("Site Plan"), The areas labeled·opthe Sit¢ Pl~ a~·"OµtparcElls?,,,fU'e refefr\ld_,to herein as Outparcels. The area labeled on the Site Plan iis "Tififatre·Par.cel" is-t°derred tO''iidein:'isometirnes as Theatre Parcel. The area labeled on th~-SJte Pla1{'as l\l-lon;ifsak Pare~}'' ii'ref~red to herein sometimes as HomeBase Parcel. The tern:i"~Sh~ppjrig c;enter':i~se1-lif~ei·;;-,tefers to the Outparcels, the Theatre Parcel, and the HomeBase Parcel. { ·· · ' _.-· _, •"" ,, ·· ...... :• ;'" ...= .:=-,::· .,,,. ··::.. .t ) NOW, THEREF\)RE/\n 9onsi.der,ition .9/ thi-l:foregb\ng; HomeBase and Eastgate hereby covenant and declare thaitl1~'Hq/ne1tiisf Prcn1erty an# tqt·~~tgate Property are now held and shall hereafter be held, rransferred,isol,( leasec\i conv~yed,}nc1.i'mhered, mortgaged, improved and occupii;xt.~bject to the terms ofthis'bec!i/rati~!!,"These,iovCWU!~;·condi\ions, res.trictioos and easen,Jnts'sh;II run with the HomeBase PiQperty arid ti!~ E¢gaie.,)'roperty, as des'cri\:kd herein arid every pilf.t thereof, and shall be bindiiig,qn.Eilstgatelind . .H1nnt$_;1~e apd t)ieir _respective succes~6rs ~--assi~s with respect to the Eastgate Prop~~Y .!in~,fue ~9~as.e Pr6p~, and shall \riure t.6 tM benefit of the Eastgate Property Owner and the ~iga~ Proper:ty, aiid the HomeBa~lProperty;.Owner and the HomeBase Property as des6i:ibed iiereiri} _./ -·· i .,· .,' ·' ,•' •• c·~~;ANTS, CONDIT[ONS AND RESTRJc1ih~~ i --, ~ .. ,,,_.. 1; -{ Us~ R'6tri6ti~-~~Binding on Eastgate Property. So long as the HomeBase Parcel is used asa geitetal iµbj'bbWJ.dis~r se)lin!l_~ome improvement items ( or has been so used within the past twe)ye (q:(m:bntl)~), n6pciition 6fthe Eastgate Property shall: (i) be devoted primarily to the sale of hardwaref (ii) be de".<l'ted prim!l.tjly to the sale of paint; (iii) be devoted primarily to the sale of garden or"-nuts~ry items.or s1ippli¢s; (iv) be devoted primarily to the sale or display of mill work productS'o, supp)ies,"lnclriding; without 'lhn.itation, doors or specialty doors, custom kitchens, kitchen cabinetfy;-'c~st6m cabinetry, 6ountei:s-6r i:ountertops; or (v) be used for the operation ofa "home improvement iltore:•• ·As u~edJien;in,,the t~p:n-'".home improvement store" shall mean a store devoted primarilyJoJhe sale pf h9ine fmprovemerit items such as lumber, hardware, paint, gardeniog supplies, llg)ltfug, 'cu~jbm pabmei:fy' kit¢hens !'-fld millwork. 2. Use Restrictions Binding :n flo~:B;$~ Pf:pehv. •'S,b 0 l~:~,:~il;e Theatre Parcel is used to operate as a movie theatre ( or has been s1fus~d w)tbii,:ihe past\o/elv~ (li} •. months), no portion of the HomeBase Property shall be usedfor the I]Urpos~'cifoper~ti~ a i#ovie theatre. 3. Use Restrictions Binding on Shopping Center. Nop9.{!_i9n·'oftheShopping• Center shall be used for any of the following uses or purposes: -2- 9601600 9. OC 1 IMEO/WS870-JJ 1/02-06-96/cef ' ,; -~~ ,, ~" ,,,,.,.,•· .............. RECOF.DING REQUESTED BY AND \YtmN RECORDED MAIL TO: HCWA REAL TY CORP. /d q H.olficll!!Se -•• 3345 Micli,elso.n .. , ·-"''", Irvine, Ca1iforru.a:· 92 715 ... ,/ ...... ., ·A·wfntiqri: y;J Pr¢ildclht R:ea}t,tat!) .. ,,/ ,, ;! ~ ,,· ,· :1: . t .. , ... if .. /'/'':/ .... , .... ., •. ,,: -// /\::,. . / ." (Spa¥ Abow,Fot. R~order's Use) ··~ -,,,.. .: / ', / ,··-.'. DECLARA no& 01{~o~NAN):~. ~~m,moNs AND RESTRICTIONS AND GltANT OF'. EASEMENTS AND OUI[CLAIM OF OER'.f:AW PAiuGNG EASim;NTS ·• .. / :_' .,· ,' ";: ' / < ..... / ,/"""'•·::. /',,.THIS DECLARATION OF CQVE~~s, GON)i)ITJON'S•,v.ID ;,,. RESTRICTIONS AND GRANT OF EASEMENTS ANP QtmtL.A.J.M .. QF CERT A.IN } PARKING EASEM:ENTS ("Declaration") is ~11'e,M.,c;,£'f'.~ru!l'£Y 1~--19~6. ~y R!:W A·~AL TY CORP./a W#hjngtqn corporation ("HomeBase") and E;ti:STµAJ'E THEATR!;; Th,IC.,,an Oregon corpo_._(ation_,,:t"Eji,stga,te"). ···· ........ / .. ,. ..,···""·:, .,· .. •' / ·,--:. ..... , .. ,,,· ~··--,·.,. ·:,., ...... ··.i;' .•' ··.,,;,:\:///t ' ... ,.,,.,. . ..-'/~,-/:,:_~eBiise}$-th~fee owner of certain real property si~:~ in the City of Renton, County:ofK;ing/Statii pfWashi~on, descnoed in Exhibit "A' attached hereto and by this reference inti9rp6rliled ~erdn (~b:e .. "HomeBase Property'). HomeBase and any other party wb.o s11bsequently'ai;:quire{ti11e tclall tir .. arft pbrtion of the HomeBase Property is hereinafter referred to as the "Hoi'neBase Pr'hperty c8vner. ",i B. Conctiqently ~hb. the ~e~tioniin~'r~ordation of this Declaration, Eastgate is purchasing from HrilneBase_.tert~ r~I propl)tty l!;il,jaCellt to the HomeBase Property, which is situated in the City of Renton, ;Courity,cifK,iiig,.St~!; ... ofWiis~!)gton, described in Exhibit 'B" attached hereto and by this reference incon,oraiec!'herein (i:h.e "Eiistgiite Pro.perty"). Eastgate and any other party who subsequently acquke~ fee title tq'all qi aey·portioii of the Eastgate Property is hereinafter referred to as the "Eastga:ie Property Qwr1dr.")Ho!i\e~as&;·Eastgate and any other party who acquires fee title to all or any ptittion of'thi:"Eastgati\ Pfoperty ddhe HomeBase Property is sometitnes referred to herein as an i{9wri.er._'Y ·' C. HomeBase would not otherwise agree to se.U,theEaigati:'P;p~Jirty tb''/ Eastgate and Eastgate would not otherwise agree to buy the Eastgate P°ropeity°frqm.HomeBiise without the restrictions, covenants and obligations, and the grant of easertl~nts s.ilfdrthjn thfu Declaration. . ........ ,.. ..,.:· /' _,i 96016009 OCI/MEO/W8&70-33 l/02-06-96/cef .... , . ~, .. ',,,. ~----,---------------· ··•··· ·------ t,/ Release from Liability ................................................................................. 9 /29 N'd'tiqls .......... _ .............. _ .............. _ .............................................................. 9 ...... • :•21._Jlce~ch Shall Not Permit Termination; Notice and Cure _/Rights ./ ... y,::·:·.-,-.• ,_. ........................................................................................ l O d-;_ sf~-ti~{~gh~ \---;r,/.· ..... / ............................................................. 10 ~···,.)' 23!Br¢ac.ii -Effeo{ onM6rtgage~and·'Rl~h{A'oJ:ure ......................................... 10 24. ~: P~,~~1;~.,/<./( .. ;/':":'.:f'.t::r ... :;;.<'. .:(:;::!: ............................................. 11 25. GoverningL~w .. / ..... /:: ... :;,,/ .... ,/i/:/ .... } ... :·.::::.···········--··········--·····--···----.. 11 -::: ::t:p::~~~~~~~~-:,:::::?:'.C:>,:·'.:;i,·::.:,;:1 :i:,:,::·::.::-:::;:::;::;::::.: .. i-;:(i?::::::::::::::::::::: .di. Dil~Jed efarcel .......................................................... \ _ ... ,y---,/·:··( ... /12 ,,,,.~ .. , •. , Exhibit "A" Exhibit "B" Exhibit "C" Exhibit "D" ''"·· '. ,~ ·•=,,,,~,-·· TABLE·OF"EXHmrrs--· Legal Description ofHoci~Bt;se !-'~opeity Legal Description ofEastgate Propeft,y / Site Plan Legal Description of Annexation Property -ii- 96016009 .OC I IMEO/W8870-33 l/02-06-961cef =:c= .. ---·--.. ---···-----~ TABLE OF CONTENTS EECffAl,S ... ,'.,/'. ....... :,, ....... ··.: . .-... ·····c.········--·····--····--··--·····--··---··----··············· .... 1 ''co\rEyNjtS'.'c?~~-!TIO}l,s''~Rt5._}~~~!0NS .......................................... 2 : :~~=r.;::~:r;,~;:z~ : 3. Use Restrictions ~indilig or(Shqppil)S C~ter ,.·-",,, ................. ,,,,· ..................... 2 . : i;~·~J'!/,)'('i:::,:i,~,<::~;;: :,•••••••:~, 7. )Site ~lllflR~trictions ............................ 0 '.:::·.·:·::·<../'. .. ;/(: ... t:.'::::'.:·:,·:i. ... } .. /'\ // §/ Re~trictfbns !limiting Construction Interference .... :·<.) ..... ( .... / .... ,,0 .• ,,/ ... /5 9. _Parkin'~ Ratlo_am:l·S~andards ........................................... :. :::::;?. .. ,;(.,/ ... / ... 5 EA~EMENT~_,/./.·--:/·:\-···\ .................................................................. \._,/( ....... 6 1~''."ltecip~od~ ofiv~ay iase'm~L: .................................................................... 6 ., ! l. Service rirjve Ea~~rii¢rit .. ,:-:':::\\ ... -;i ... ;_L·,.,:--·--····-······--···--·--------··--···----···----... 8 ,,,,,,..,,,.·"' :: . 12. Pylon Sign Easement .... (._,,._ .......... ,-: .... ,_/ ..... /i,;,_:.------·--··--··----·----------·········--··8 .MISCELLANEOUS ........... :'.:-, .. ,,.:.:.::·.,··(. / .... ,./ ..... / ..... / .. _.-:: .:·:/::: .............................. 8 13. Constructive Notice and Accep'iance:'.':-::: ..... / .... ( ... ,,. .......... .\., ........................ 8 ·:\. ,:''.'.' .'.·,' ,:;· / ·i; :I•' ··,::. 14. Duration of Declaration ............... :::.:( ... / .. ,/ .... ,/ ..... / ... ,"::·:.::------:, ................ 8 ..... ,, 15. Amendment to this Declaration ................ .'::-,,/ .... /·: ... /: ... / ... /,::< ...... :.'::;,9 16. No Covenant to Operate ..................................... :':::./ .... / ... /./ .... /'.:,\i .... /9 i ,f ·: 17. Severability ...................................................................... ::/ .. ) ...... ,.,.,,',, ::(/~ 18 C ''o ........................... '•:,, .. _.,-.. _-.,·.··.'·.· ___ .•' .... 9 __ i , ~y~ ..• ,,, .. , .•.... ,, ........ ,,,,, -i- 960!6009.0CI/MEO/WBS70-3:J l/02-06-96Jcof ., I I ' i '.} • j ; 1 ' ' 1 j 1 ' j i 1 ' ;~ = .-... '" ,, ,,· .... ~., .. ,,/" '',;. .-, .... ;,,, .. ,,,,_,? .. -~ ' ::' · .......... ··;;: .:· :: /BJ}WA,REALTY CORP., a Wuhington corpoi:!\t\011/ .::Sh,.,.,,,..,,_, ___ ,:-..·'-~ ... -.. ·:r:-.. -~ /. )-' / .,,.-/_.,' ·'., ··:t, / ··:/ ....... , .. , and '•,,,EAST~~ ~ Tiu:/IN.f., an Oregon corporation ·::,,..,, ....... ,,' .:: ./ ····,:,..{ .:· ;:" /··-·,,:. ;; .. ,···-· .. •' 96016009.0CI/MEO/W8870-33l/02•U6-96/cef , r--'-··~·~··.: ... , ''·""' . . . ....._ ·-.. ·1 ·' cY, EXHIBIT "F" j : This map shall not supecseae j E the p~ovisions of Section 3.l(g) i SW 41ST STREET ·J •.. · ~-----·-I ,i .:' ' / 1 ......... ,'° . ".,.(.9'i0l -lil.,LO,Ll:.88N l \ \, ,i· .·, ... ·.···· \·· ' _: ___ ..:c j \ ~ / .·· :·; "'\,:,, •. ~.~ ... -"',·· .. :l ~· i ~- ' i "'t1 :~ I I fa: ~ 1 ~·. · ~ J 11111 ! 11 l / l I! l I I l 11 ! 111111 fl~·r·.;,....,."---=-ii'i -. · ... ·' .·· ./fflllJI I JI Ill l 11 l I I I I I l l I I I I I I I ~ I-JI-----L, IH+H+t/+'il' ~:'i.1-1frrir111(u.:ltl I IJI 1111111 ~ ~iP-+ .,··· ,·: / ..... . ' " ~ l 1 1111111 / IF}ffl 11 J l /1 / I I l I I I f U 1'1---1-,1 n 1111111111, rt, 11111,1 ,, ,, , ,, , , , • ~ 16:57 206, 158 H D A Pi¥;E 0& Horton D,nnis & Associates, Inc. HDA ,,··"""'"Cnnsulting Engineers, Planners & Surveyon .,/ , ..... ,,,. j) /'':/' ,,,, .. /· SXBIBI1I •<£n ,, 1:.01; 3 EASEMENT AREA .. •;. ,,' ./: '~\! .)\.,:~,/·' .,.('' _/::,.\. THAT PORTION' Q'f/ LOT /3{/CITY(Oli'" RENTON LOT LINE ADJUSTMENT AS RECORDEDIN VQLUM'E 106 OF:'5URVE)'.,S;PAGE 180, UNDER RECORDING NUMBER 9511299006, RECORD$ o:irkIN¢ COtrNTY)WASH!NGTON, SITUATE IN SECTION 30, TOWNSHIP 23 NORTH .i RA!,llGE/5 EAST, W.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:;· ,/ / .,,· ,/· ' f ";i BEGINNING AT THE NORT~T .cokNei ·o:F SAID··LOT 3: THENCE souTH 88°09'5 l' EAST ALONG THE NORTl:l LINE THERE0Fil q/15 F.EpT; THENCE SOUTH Ol "S0'09'.,WEST 426.54 FEET; THEf,fCENO°Rrn: 89°of25• WEST 2'H.54 FEETTO THE WEST LINE 0 0f SAID LOT; THENCE ALONG ·sAJb °WES't•,lJNij !'{ORTH QI 0 50'09' EAST 1( 99 FEET; THENCE NORTH: 28"33°':St,t E~St CONTlNUI~G At!iONG SA[D I..INE 218.7Q'Ffil%; THENCE NORTH 01 "50'09' EAST CONTIN{JIN(j ALlOl'llG .S'AJD LINE 162.~ F$ TO 'f;HE POlNT OF BEGINNING. . . .. { . .. ' . ·· .......... •·:;; .:; C :C ::· 0 Seco11d A1'e1111e Sou.it, Ki1*uznd, Washi11gto11 98033, l'h,me (206) 822·2S2S, Fax (206) 82241s}:;,- I Xirld,wl • w .........• Burt,,,, '·.,, ,j ' ;' =~~-.. ·-.. -.. · .. ~~----~ .. =-~~ 158 HD A PAGE ~5 Horton Dennis & Associaus, Inc. HDA CQnsultingE,r.igineen, Planners & Su~yurs • t •:. ·,·. .•.· ...• ·.·"" .,· ~-_i . } .,, -· ,' ,,,·":i , .... ,, i~rrrn'>~LO'f ~ EASEMENT AREA THAT rolrroN 9f, LOT/2'::;~;ry:'.::6~::~~NTON LOT LINE ADJUSTMENT AS RECORDED fNYOLUME 106 Ofc''SURV'E.YS,l>AGE 180, UNDER RECORDING NUMBER 9511299006, RECORDS O!i'.KJN(j C()Ul)ITY/WASHINGTON, SITUATE IN SECTION 30, TOWNSHIP 23 NORTH/ RA.NG!;! 5 ,.,EA!,T, .. W·:~ .• BEIN,\3·,,MORE PARTICULARLY DESCRIBED AS FOLLOWS:./ . . . -" f BEGINNING AT THE NORT,HWJiST..-CORNER OF/SAfr>":LOT 2; THENCE SOUTH 87°50'47' EAST ALONG THE NOR.Tl:ILINE THEREOF.~.J8 FEETTO THE BEGINNING OF A cutvE, CONCAVE TO THE NORTHWEST, HAVING 4-'RADibi:; OF 6Q's':1p FEET: THENCE IN A'N .. EASTERL Y DIRECTION ALONl)THE ARC oP·S°AlD CURVE, Ji ASSING THROUGH.A CENTRAL ANGLE Of 02°48'5s··:a. D1STANCif0f":2~. 77°'FEET·/THENCE •" .... . . ·. ; ,· . •' .t SOUTH 01•S(f09~ WEST 553.40 FEET TO THE sount I.iNE.-Of'SAJI) LOT :Z: THENCE NORTH 8!0 09'51 ~' WEST ALONG SAID SOUTH LINE 113.15 FEET TO THE''WEST LINE O~iSAID LQT: lllENCE NORTH Ol 050'09' EAST ALO~Q .. S_All?' \VEST LINE 553.30 F.EET .TO THE POl.Nl\QF BEGINNING. / i i •· ,. .. .. .. _,,' ... ·•;,. ' ' .. tQNTAiNrNG'oisnsQ. FT. MORE OR LESS. ·•:. ,/" ,..:· :.'' .'/ _:'.i . 20 Second A l'enue Solllh, Kbtdtmd, Washington 98033, Phone (206) 82:Z-2525, Fax (2Q6J 822~87iiJ I KJrl;J,uu/ • w~ • Buri#11 "'-.,/ !12/;lil~/ l S% 16; 57 205l 158 HD A Horton Dennis & Associates, Inc. HDA Ccrnsulting.J!;(lginnrs, Planners & Sunieyors . / > ,, ••.. EiHmr:r"',,c•-.::"poWELL EASEMENT :; ,,/' :./' ·' .. /\/':/' /":_,/' /·.::: .. \:, THAT PORTION pF .LO'I'/"3',{ CITY., 01( ~ENTON LOT LINE ADJUSTMENT AS RECORDEDlN.YOLUME 106 OJ?'SURVEiYS/PAGE I 80, UNDER RECORDING NUMBER 9511299006, RECOROS OF KII>!G cou~Y(WASHINGTON, SITUATE IN SECTION 30, TOWNSHIP 23 NORTH( RANGii s ;'EAST, .W·,M., BEING-.,.MORE PART[CULARLY DESCRIBED AS FOLLOWS:/ , -:' BEGINNING AT THE NOR~TJC¢RNER bfisA1D'<LOT 3; THENCE SOUTH 88°09'51" EAST ALONG THE NORUI LtNEiTHEREbf.' l lf IS.FEET; THENCE SOUTH 01 ·so·o9r''WEST 426.54 FEET: THENCE.NORTH. 89°05'2.s'-WEST il·l .54 FEfi,TO THE WEST UNE bF SAID LOT; THENCE ALONG.::SAID WEST'LiN:E NORTH 01°50'09" EAST f1. 99, FEET; THENCE NORTH 2s •33·~r-EAST cb~tiNlJJNG ALo,-iG _$.AID LINE 218.70 F~tt; THENCE NORTH Ol 050'09" EASt.c;6l'ltrNUING A,LQNGJSAID LINE I62,63FEETTOtHEPOINTOFBEGINNING. ·.. . .. . ' _;, .. c;ONTAINING 6(~76SQ. Ff. MORE OR LESS. ' _: .:· :· ,, ·· .. 20 Second A venue S01ah, 11:biJarid, W4Shington 98033, Phont1 (206) 822-2525, Fax (206) 82i~a7j9 I Kir#:l;,,r4 • Wl'IWllehH • lh,ri,,n ·.,,,_ ;/ ,•,,) ..... ·.-·M•O••~,;:;.;..........-:, • ·,~ ..... ,, ...... ,....,.-, .............. ,, .. Q-• ;i QC,, 759 H D A PAGE ~3 . Horton Dennis & AssocUlles, Inc. HDA , .... ,·-"·, Crmsullin,: .. ~~ineers, Planners & Suneyors / • .. :Et~1fl:\' ~E'i\STGATE EASEMENT . :_;_ \, .... ,./ ,)'/ _:_?' .• .. ,/'.:/~:/' ,···=:_,/'· ... /':: .. :\;.: THAT POR'f!ON Of·LQT 7, llQRLINGTO!\I; J10RTHERN BINDING SITE PLAN (BSP-014-92};•,PERMAP RECORDl:D n-tVOLUME 161 OF PLATS, PAGES 8 THROUGH 11 INCLUSIVE:· UNOER.iRECORDING Nt.JMBER 9206302696. RECORDS OF KING COUNTY. WASHING:roN, srtuATE IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., BEINO'MO~ PART!'CULARLY DESCRJBEDiAS FOLLOWS: ' .. .r .(· .. . ·;:\.,/ COMMENCING AT THE NORTHtAST CORJIE~·-OF SAID LOT 7; THENCE SOUTH 01 •so•09• WEST ALONG THE EAST:LINE THEREC>F:55li30 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALON'G SAID EA.sf LIN~'<S0UTf4''Q,1 '50'09" WEST J62.63'·FEET; THENCE CONTIN'QJNG ALbN<f SAID·,!lNE soufe J8'33'5J' WEST;l55.li4 FE!IT: THENCE NORTH 01 ·scr~· ~AST ~OL(iifFEET; }nff!NCE SOUTH 88°0fS1"cEAST 70.00 TO THE POINT OF BEGINNJ~G./ . .. . ·: ,". c9NTA,tNIN,O 1~;249 SQ. FT. MORE OR LEss. < ··/ 20 Second Avenu.r Stndh, lu'*lalul, Washington 98033, Phone (206) 822-2525, Fax (2(J(i) 822~7j8 I KirldMII • W•llolllc'hn • Bi,,v,r .\ .,,.. i r...ii,..::..i.•.":-X:'. .. ;;-., .. ~-,..J,i:.l:!5l·.!.A-~ii.i:i.:i.iZi..~~"···~ j . j'!2(El6/l 996 16: 57 20£ ~.-:.7~·.'.J::~:-;;:-:-:;:,::r~·.:c •. ;-;-:;·.;·,; -:";,-.=:-:· -..,. ·~ . .. '.l ,J ~ ii li f ii\. ·f ' ... 'w 759 HD A PAGE 02 Horton Dennis&: As,;ociales, Inc. HDA /,,,··" 'C:r,nsulti,cc.ftngineen, Planners & Su.neyors ,!" ·:. ,,,··· ~-i::. j ,/"~xai''~"i\:"·, HC EASEMENT THAT PORi!lC>N.~F,,{qr' 7,,,·s6 1 i~~ctrli~bRTHERN BINDING SITE PLAN (BSP-014-92);,.J?ER,·MAJ> RECOIU>ED INJ/OLUME 161 OF PLATS, PAGES 8 THROUGH 11 INCLUSIVE: UNDER 'RECORI>ING !'(.UMBER 9206302696, RECORDS OF KING COUNTY, WASHINGTON, SITUNfE INS£C1JON 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .• BEING MOR£ PARTICULAJU,Y DESCRIBJ!D)AS FOLLOWS: ., . ,;' ,• . \. ·\,,,. ,/ BEGINNING AT THE NORMAST ·CORNER OF 5AJD''LOT 7; THENCE NORTH 87"S0'47" WEST ALONG TIIE NORTH LINE THE!lEOF 10:'oo FEET; THENCE SOUTH 01 °50'09tWEST PARALLEL \.VITH THE Eti:ST !.,INE,OF ,SAJ6 LOt7 A DIStA.NCE OF ' -·. ,. ···. ,. .. -.,. " .. f, 553.68 fEET;'\THENCE SOUTH 88 6 09'51" EAST70.00,·f'EET<l"OTHE EAST,UNE OF SAID LOT 7; THENCE NORTH 01 "50'09·~ 'EAST ALONG·S7i.JD .. LfNEi 55:f.3o''FEET TO THE POINT OF BEGINNING. , ' T ,, ,; ,. CQNT,VNIN.G 38,~744 SQ. FI'. MORE OR LESS. } . .. ·' · ... ,, ..... ,·_r:· ·' ;· / /'·:,./ ~., . .,. ' --------------·-·--- ·;: · • · FEB---07--' 96 15: 0£ : SCHW'UE-1.J I LL I f'r"S(,JN TEL NJ: SITT-·, .900 11413 Pi5 STATE OF WASKIHGTON ) ."' ,." . :\ . , ) SB. · couriti C?,.f ~ ) . ··. /''\ / on this X day of ~ 1996, befC?re me, the underai_gni!!d;""aJiotilrY Public ~r the state of Washington, duly' cOll!)lllssicm.114 and-···sworn,. personally appeared Peter w. Powell, Ja1o:wn -t? be.rt.Ile pers~n wl)'b executed this ins.tru11>ent in his ·. / il'ldiv,iduav· capacity an\1"''.as .General P,uctner of· Powell-OrilUa As:so1:ii!l,teii., Ii w,sJiJngtei;ll., 9.inar~l.,,partnership, the partnership tl't~t· e~ee1,i;t.¢d t,,he 'fo:r:eljj9i'ng ,ins~ru1"ent, and acknowledged the instrwaent to be his/kee arid voll!'ntary act and the free and · volunta'ry acJ;·' and. d!i'aa ·'',;if th.il:t: .. ~rtnershi p for the uses and purposes 'tnerei,n m,:,ntigned,:,Jan,cr·pn oath stated that he was •uthorized to execute .. the.,•'instt'liment on behalf of the partnership. · · ·· · · ·· WITNESS 111y··'haiid .,ind•'of~icial ~eal :hef.eto 11.ftixed the day and year first abQ:i,e .-written. ,.-\ " /"·•,, '"'-,.... . ... ,/· :"On Jhi1 i' day"of , 1')96, before llle, the under1>ign~d,•'. a ,Notai;:1 PUblic In and for the State of Arii:ona, duly commisslctied/~ttd 11;,wi;,rn; personally appeared Lloyd w. Powell, known to bf the, ).l~sc1( wh,p <:ixEOcllted this :Lnetrulllent in his individual i'.ll!,p11,eity ~hd as•--General partnei: of Powe11~0rillia Associates, a Wasbingtgn general partl'Jership, the partnership that executed tha .fori!gbing_,instruinenf, ,and acknowledged the · instrument to be · h°i1;, free and. .,.;,olµntary' a<;t and the free and voluntary act and de'ed··'Of tha:t partriershit•· :for the. uiaes and purposes therein aention11~, ati(L-hn oath i.1:ated· that he was 11.uthoriz:ed to execute the :,inat;:11111ent,•on/b<!half;.,of 'the partnership. · · · · WITNESS m.y band and offieia.J' si;,i,l he11~tci affi;sd tbe day and year rirst above writtien. ··· · N0'1'AJI.Y PUBL1C in arid for j:he Stat,i of Arizona, resi1:Ung··.:1.~. ·"-" ....,,__;-.___.._ My COllll?lissiu, Expires: ·--------. 15 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT •;, ,• ' (S'WW]IODPJJlj~~.,, ' 1 ~Tl\,+E 0~ WASHING'roN ) ci~n{i·<?t ______ ! 8$. . .. .... On this day of , 1996, before me, the ./·· uiich,tsigne(i, !\"Notary Public"ln and for t.ne state of Washington, .. , .......... ·· · ;iul,\f Cl,jMds:;riori·ad and s119,r_n, personally af)pebred Peter w. Powell, iknown to :-1,e th<:> person.iwhO';-executed this instrument in his C:individuil;t ca-pac1ty ,1i;1fo as/ General Partne~ of Powell-Orillia Asiaodia.£es, /a ~ash·i.rigtor{"geIJ.eral. partnei:-ship, the partnership thati~r,;ec;ut~d ,tha;' f'9regoJl;l..tf' ins,)i'rJa11)1ent, a,1d acknowledged the instrument to··· be .;'hi.s f;;:1f1'l" and,-·..,,cluntary a,:t and the free and vol\mtary\act a.rid deed' ·;1 tha't. ti,inership for the uses and purpos,e,s th~re,in t(ient'ion<;id, a.,i'lcl"qri oath s·:ated that he was authorized to exe··cut<e tMi iriliti:'u.tlint on b,~half of the partnership. .,· / · ., ", r .. . .i· .•• WITNESS niy hand and off 1cl.al day and year first abciV~'· ll(itrep. ,. s';l'ATE>Or J.Rrzb»,A·-"'"··· 1 -;. ..,· ;.: s~ill hereto affixed the . •;, ~"' ,._ d~~nt~· ;i!.J&.l~~,~,(~~ ss' ... " .... --Oh t.fi.ir,/:1/d,Ji'•F'ot,. SJ-'Ut_,iV-:i lS96, before tne, the undorsign .. a:; a',.N,ota;-:ti'Publici" i:-, and f<fr t~e Stata of Arizona, duly commissioned jiC'n,d s.;16'i;;r1, ::p~;t•.sonall y appeared Lloyd W. Powell, known to be ·tt,e pei:-1fon/who''•,eiecufi>d this instrument in his individual oapii:'city: an'd ;,s Geli\er~l J?a.rtnaz of !>owell•Oi:-illia Associates, a washitigton',,generar part~eri;;hip, the partnership ~hat executed the f6,r_egoip'g Jn,;-truinent, .. an_d acknowledged the instrument to be his :fir.l!.e!' and voluntary act··and the free and voluntary act and daed of that\piirtl:'iet:ship,. tot. the uses and purpose,; therein mentioned,': and"_on /oath :st·,te& .. t:ha~ he .ias authorized to execute the iiist£umanti·onibehaH c,f ·the partnership. · ·· · .. -· "·· :: WITNESS my hand and of~i6;a{ s,4al he:i:et::6, ~Cf ~x~~ the day and year first above wi:-itten. lS -FIRST AME~DMBNT TO REC!~ROCAL EASEMENT AGREEMtNT ·-'·".'-'I:: • cp~oNWEAL1'H OF MASSACHUSETTS J .... ,_ .. , .;OUHTY CfF MiO?,L!:~ 0 EX l 66 • i /qr( fzyAfiMiJ;J'N;b, be:rore n,e, /~f. r/.,,,_/":!!:::l, a 'iolot,'ary.•' Put>.lio , .. -.:i.n,. and ~ol:' sl\ld state, personally appeareid ···i ··· EdwarcfJ. Wei$be ger /'•/ .... personally known to ms (or pr,9-""""' ,,,,, to ,ne. op the.:• l:'111,sia:· ot sat;i.sf.actory evidence) to be the person...\'., Y • -. ..nose 'ria'm<,, i't;,,., s"ul:uicribed ,;i,ec,: th"'""' :j:tnin instrument and ~->_ ......... · . v -._ acknowledg'!"d to ]!•t> ,t:ha:\''--ii,i>/sh•( ex!"c),ited the s!!lne in his/hi,',..-· \:·.' _ authorized •9ap,oity, ~nd ·t;;hat .Pi h.l;s/her &ignature on the i \ ·. > -;:;. ~ instrument, the psriion, or t4e ,entity upon bahalf of whicti'. :the ,, :::, ._ person acted, exe6ut.•d tha i'nl.JrUJiient. ~ \ • . -/: _ / "?i~ '-' . WITNESS mj h~h.: ·z,;;z:·~;~-~\a~9.~ / _ ~ .... ~.::~·.fJ~:.::.:--/ ·· Npt,.ty·Pu:t,lio··i.,p ~ndjfoJ said State COMMOml:•t>.L~H. OF MASSACl!USETTS COUNTY OE'./l;l:IDOLESEX .,.,.. ........ ,.,:-.. ,;. ...... .•.• ., . •' ' /' i .,i Ori ;@~1 {ffb, betore me, i..4x.,..,'--<,L.f. A!.!!j, a Notary P'Ubl.ic;c·.-.i.JA.,'4nd.i fi:iX-_ s;s 'sta'Ce, personally appeared ' i' i' Annur }'-;=:;trK;"d(. , perscnall.y kno,1n, to. m,lf_ ( or proved t<:> me ·on· 'th!ii .. ,basis of· satisfactory evidence) to b'la ,.-the·· person "'hl:!,!le m:0119;/'i.lii sµbsprf:bed to the within instrument ahcl/ ....... a,;:krl<:t.¥~~gac! t9 rne, tljat .. ;h,e/she exe'?uted the same in his/h";:,;:· ..... _ Y · authcr;u:e<l ,:,apac.J,,ty ,:' e,na tha.t by h1.s/her ,ngnature on the-· ~,'':-.. ': instrUJ11ent,:,.thl; ... l>er.~9n, o:i.-71_,.e entity upon behal:r of Whi~ .the person a.cted,, execy:t.ed ;the, irpat;,:,µment. ·· · -;_;,_ - WITNESS·''m.y···· h.·.,nd ~;,·& ... bff.icia ... l seal. '_ 1r.· f;: . ? . '. -.,;.· le . .• .:... . ( . . · .. _ A"· ·1. -:,: ::,.j·0-. ./ lf.UR!~ E ?::...=:v. 11,:i:j~r-..-?:i~::;: My Ccm:11i~s:c:n i):pires D:0:~~:r)~-i-26 1 ! G~~ 14 -FIRST AMENDMENT TO RECIPROCAL EASEME:NT AGREEMENT St:21,tllai,, ..... ·; \" ,/ •..... ;,JJ ( .. ·•,;:r,.rr,1,i,·~·· , .. .; ., ; t { J i l .j j j .. ~· ·-. li4i3 Pl3 Executed in ll!Ultiple oounterpart11 to be effectiv11 11s o! t.hett'1, day of Fa.bruary, 1996. . ~st,jate fh·eatra, Inc, , ... _!m _; OJ;'egon/corpora~ion ,/· ') .-~~:/ ,,. ,~· .... ,.,· POWELL: Powe.ll··Orillia A.1;;5oci11.tes, 11 ·Wash!nqton Ceneral P11rtnerchip ··., ... · Bl!; ··-+--;'--+-....--...;;..,---'+· .,.,,+--+-.; . Haine'.~ ·.\(By: ::·:-.... 11.-lt_:y_c_o,,,.r-'p-.!.c.i-,. -a+. -Wa ... .,. s_h_i_n_gt __ ··:.,..'o-n"""'/ /··ii§: '\.~:,'._~_ •...... : .• •Powo•-•eellll®, GGeenn~r1111ll \ corporation ··· ,· ·· · ,/ F ~ ~ fm:;tnei-;,. ~i~1!-=.1 ----~ :~s;;1Q,M( . --p~',;;ell . . · - }'·.'· Br£ -,.;'----~--------- N.lilllo: • .c-_...;;...._~--------- Titl1:~'---..._._ ....... '"-".._~~-~-~ EXRII!JTS( f "A" -HC E~se111erit ii ":a" Eaatg~te. EA~'eliienl::-' "C" • Powe1l'··E~&e1Ul'lt /: "I)" -Lot 2 El!lseinent Ji:r1111 "ER • Lot 3 Ea11e111eri1; Arei(. np• -south Pad Envl!'lope ./ ·':, ...... ,_ ...... ftA'l'E OF onmoN ) ) &s. County of _____ ) . ·' •' { ,, ., .. , ...... ,·_;.;· Lloyd 11'. Powell This instrument was acJrnowi.,.Jgel biif;,Je :is,fj thin ·•· day ~~ £115tgate !rha!~!: ~c., an Oregon co~~?it~bn, 1>n $io~~~;7oi . the corporation. t!O'l'ARX PUBLIO:l l"OR O~tGOii··· My· Comm.isaio:~ txpil;"es: ,. .. ,. 13 -l"lRST AMEMOMJ;:NT.'l'O RtCIPROCAL EASP!Ml:;Wl' AGREEMEN'l' """'"'"'"''"'~ .. / -.... -.,..-,..~·:.,• .. , ..• ,·,· .. -.--. ., ,, ' ' .. -~·;R.~,\';';· ·-::;::. ~-, . . : ,:,·:·. Executed in multiple counterparts to be effective as of tl1e $-th day of February, 19:l6. ¢i,'1fGffli ,/ E~st4;~e rheatr,,e, Inc., an .... ,_.,· .-•' g.tegpn corporation fil;: HCWA Realty Corp'°, , -'' Wlihh i.hg~bn /0 corporation ·. · By : ···-..---•:-•. ~ POWELL: _ay, ·•,,. P,,te.t ·1v,. Powell, General .. P,1rft1~i:' •,' L'POW;tiL'> ·' .. Name:~"--·---- Title:._-' __ .. ..:,.. __ --------~ i.. ___ ,· ... , .• , .... ,.. ... ,._, .. _\_ .. _,....-'-/_ ··, "" Peter JI. ,.Powe..lJ/ By( Na.me: .i _/ 't_itla_ r-'.,'--....... -----...,;-,,."'---"'"'----·-- EXHiBl'T$; fl}\.'' ,1s•1 "C" raou "£11 "F" -HC EJi.ement //.:. .., E1u,tgiSte £11se:ineDt Powell E!sem~nt/ -Lot 2 Easement Arlita Lot 3 Easement; Are~: South Pad Envelop.e···' S1'ATE or OREGON ) ) ss. county o! ) "\····::. This instrument was ackno~leqi;e~· bifoi,,/ rne,::·this .,.:,.day of , 1996, by ----------'"-.. ,. as ..:-._.,...:...,,.'-c+,.,,.......,'ac"...,.. of Ea&tgate Theatre, Inc,, an Oregon corpoi:~t~oi, .on I:>.ehAff o~ tha corporation. NOTARY PUBLIC FOR OREGON. MY Commission Expires: ,,·,.. -e-_.;._,._ 13 -F!RST AMENDMENT TO RECIPROCAL EASEMENT AGREEl<!ENT .. .:· :: :. <SWWlf00'1VlOHflli·~.{i~7;t ~=~.---... ..... -·-·-~~-·------- .i.JJ.. .. .. E>:ecu~ in multiple counterp=ts to be effective as t~e re:=... g~y of '@brve.v:7 , l!l.!16. Pn'GATE: . POWELL: /' . . ..... ,.-,_.. ~ .. tJat~ .,: ofe,;oh Th~atre';,,. Inc. , iiorporaticin an Powell-Orill1a As,.ociates, a Washington General Partnership of By: .,·-· -r-,.-+--..--.-..,,,..----,---+---,, Name:--'-'"--"---"=""--.,;;.-----ci---i'-,i--"'--,+ Titlu:_----;---i---+--+-""-"'--+--Lloyd W. Powell, General Partner ~: HCWA Realty Corp f~ 21/ Wa.;hirt~t;ll1 . corporation / ;ii~~__.,.:;..;'-+--.;~.~~-~~& .............. ~~~~· ·~:::=:-·' EXH!BITS: "A" "B" "C" "'.t)U "E" nF" ·>·,,, . HC Easement ,· , -Eastg,i'te 'Eil.sE!1'11$'nt ./ Powe11···"o;J;:11.salil'ent .i -Lot 2 Ell'lil-emen t: A;tea Lot 3 EasRment A~ea -South Pad Env~lop·;;· · ,,,,. ,,/ STAT.& OP OREGON county cf ss. /r. ··.Petertw), ~artril!!l'/ Powell, Ganeral ' ... ,. J :( .... f_ete;r W/ P..PWJ\!)..;, > L. fowELt ·-;( Lloyd W. This in!lltrument was ackno~l~.dged ~f~~a.ni~··fb'!:s. _ clay ~~ Eu:tgate The!~:!; ~~c-.-,-a-n--=oc-r_e_g_o_n_··~·-c-o-r""j~·, .. o=;,~t{~n,,'i~n ~$alf ot; tha corporation. · · · ·' · · · · NOTAR¥ P1JIU,IC My Co,nmission 13 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT FOR OREGON Expirii,;;, ·=· ............ . --.';:--.. -' Executed in multiple counterparts to be effective as of U,e ,sth day of February, 1996. m;: ._;;.,,_.:/ HCWA Realty Corp,, .a W,,{~hitlgt.on/ corporation ·· ·' By: Name:_,i---""~-----------"- POWELL: Powell-Orillia Associates, a Washington General Partnership By.; Lloyd W. Powell, General Partner .. Pet'9r -~. ·.,Partner Powell, General .~·"·.," .,,. ,·· '',.,;"' ,, Title:~.: __ ___, __________ ....,. ······"···Peter .w. tPowe,1.1 By:/ N~e:..-----+------------ Title·:-~-'--cr"-~-,------- EXHTBtTs:·· "A" -HC Else~'erit "B" Eastgii,t.e Ea,,s'efue:n:t. 11 C" -Powell ·'E:atfemEfot/ "D" -Lot 2 Easement Are9 "E" -Lot 3 Easemerit Are.ii:':,· "F" -South Pad Enve'lq)2~/· STATE OF OREGON ) county of lvl,{.)41N::MR8l ss. This instrument was 0 f 1,¥;J~,H_!:l.f:'.'.f-= I 19 9 6 I by of Eastgate Theatre, Inc., an the corpora ion. OF~iCIAi. S~L JAC.Klf. WILKES N07A=!Y cii:t::;.ic c.n~:,o~ COf.1Mi~s:o,\I NO 02r::ew 13 -FIRST AMENDMENT TO RECIPROCA EASEMENT AGREEMENT L. Lloyd W. Powe'il/ (SWWl/00925!1D3398JMA~~~02.7.i ,·-.--,-.- ;~ ··~ ...... , .... ,. f . .. trailer r.a~sing For the purpose of operating a mobile home or court, labor camp, junkyard, stock yard or animal business. g. Any drilling substances . .. ,,, for and/or removal of subsurface .·.' J{. ~;'y dun,pin'g/ of garbage or refuse, other than in ::e.nclose¢1'", \covered receptacles intended for such purpose. -~····:.,, ......... , i". ./ Any •:'.nort~ar/ .. or' iirnilar service establishment. ·:,, .... ,.... ,,r ,· .. ::-... ///'"':,.. , .... ,:_/' ./ ·<> . ·. j . ,Any' corimi'~rcia1 •. 1a\1riiiry or dry-cleaning plant; provhil~g./ ho;;iev<;!'r, .£his _j,ro,J:libition shall not be applicable to any premises··· if /or~'ent/ed/ta pick up and deli very by the ultimate co'i:isgfuer ;'im,f tJ:ier!!I· are,.,pnly no111,i,nal on-site suppo:~ing A::c::-t:;::{~:. ·Li;:~: .. ·a~.~·,,#€nd~~/~epair work . 1. "s.lir.plus" -· m. ·., ,'inc:):u,din9" / disp' lays'· .. ; :: ~ pa,,rlor ot .f Any flea m~'t,;ll';~t, sl,ap m;·~t'; store. \ ~-· ?'seµ,ond,. hand" ,;;tore or '" ,, .,.._._ .r·'·· t Any adult book st'cr.e .. &r.ianJ ,;;o~~;:{{.'~d I11 s,i~11 •. /'uses (without limitation) n,;/de/d.,hcin_g, pq:tn,i'gr,ll.phic displays of "X-:tated" rna'!;'er;ii.al:s·· or f,ill!is, /massage off-track betting facility.". · · · ·· .f5,:i,7 j\~ditional North L~t 7 Uses. ~:~twt'th~t:.ii~df~g /anythir;ig,.,-ta th,; contrary contained in Sectidn .. s 2)'1 or 2.3 of t'!ie Agr.eem~nt, tforth Lat 7 mi:!y be used for the.p'urposes of .. oper,;it£ngA1 pow.ling alley, skating rink, health' club or ·• .. ,.):tinge t,arlo:r;;> or{ fpr'"'iIJdustrial, warehouse or light manufactdrV,g uses, if'·•permi tted by applicable law. -· ··, ,. ,.-;' . NO,, othe,r'' ,airrie1'i°dme,.I:1t( o{'ll)odification is made or intended to .he made to"•thia l;gr¢errient'""and the,,Agreement, as modified hereby, shall remain i'1.,Jull .:"fo:tce ),ri•ct effect as therein written. ',,,.,. 12A -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWJ/00925}tOJ391JIMAMl6:M021.~ intersection cf Southwest 41st Street and East Valley J{ighway. If, as and when such exchange is consummated, tne .. land acquired by Eastgate shall be subjected to the tetms.of the Declaration and the land acquired by Powell shall be released from the terms of the ,Dec::lar~tion and the owners shall execute such documents a"I/ may .,be-"ri"ecessary to evidence the foregoing. N.Ptwithstanding sucn"'exchange, the lot designations used .her.e·n, s:halJ/be t'ransferred such that the south ,'Pad· 1:he.ieafter ,'shalr"•,be .r.eferred to as "Lot 6" far .purpos<!is cjf this Ag\;ee)rient ';k!.qd the land formerly d.esignated s\''s liot .6/,si:fi'al:J--.. ,,J5,ireferred to as part of Lot 2.. . ..... ,. '' .. ,.,,;a ,, ' . '' " ·:> 15.15 ···utility Easen\ent.,/ Ji>6we11, as owner of Lot 7' hereby granf.s ~nd ¢onyeyi tO the other owners, for the benefit of thi Shopping/CerttE1,r;""'a ,perpet'ua.}-, non- exclusive easeme,:ft avei;'· ar{d,across'.:,the .,i::Jrfveway Easement Prapertf .. for ... thq· purpos'1' c;'f ,i.J;)stalling, operating, maintainirig a,nd' re;t,lah,ing ,f fie.om time to time, storm sewer, san;i,:tary :;iewer , .. ,. elec:tric,;,,l, gas, te,l'eIJhOne, cable and other util,j,.ty Jin¢s ,Jo '·sa'~:r,:ve .. · ,, iJriprovE!ments to be constr119ted fn the .. 'sh6ppi.qg ··i;;ent~r./ A:hy work, undertaken in the 01,;'.~Y.E!°w(;iy ~·as.em;;t,t _Pro:pe'.i.tY/ ,·at 1;;1'.\e behest of an Owner · to install;' a.r repl'ace ianY ;:• ··ut:i/lity l.ines shall be do111e in a\;io6d/and .. w9rkmanilike · m1".fmer af. the sole expense of such' owi:,er. s1nd ih i. ..... mannE'l'r t.hat will not unreasonably interfere w,it){ tne ,rise of :t:he .. ni;iveway Easement Property by···t,be/oj:hei ..... ~_pers/ ,' ,, " ,' ' ,, . 15 .1,/;'·· /Use····R~strictions. , No portion of the ~hopping Center '· .. ,shail :,be,,usfd for, .. any of the following uses or purposes: a. ".. .... An}'.i\i'se .,wl')ich: w,;mld constitute a pul:Jlic or private nuisanc<a>. · · ·· ' ., '-.. b. Any us'e Which/gel'.\erat:.es noise or sound that is objectionable due 'fe, iritetrnit'teri'ce,., beat, frequency' shrillness or '19udn,ess··· (clther than noises typically associated with 'a"-homei iii)pr6veinent S:t6r.e or theatre/cinema) . . '(··.,;: ,• )"puld gknE,f;:,_·te ex';;~ssive quantity of c. Any use whfc.h dust, dirt or fly ash. d. Any use involving lhsi'igll{erted:•risk/oi°''f.ire, explosion or other damaging or·•,'dange:i:'6us ha':;ard,., irii:-:luding the storage, display or sale of e:kp];bs~Ves ):>r f),feworJ.(s, .... e .. Any distillation, refining, :~eliin,, ~gf~bul t(i.;:~, or mining operations. ·•· · 12 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT -------..... ~..,.......__.......-~------- this Agreement, Lots 1, 4, 6 and 7 are not encumbered by .11ny provision of the Declaration. 15:t:i Expansion of Lot 7 Building Area. The owner of Lot 7 .. miiY develop the portion of Lot 7 lying north of the Driveway Easenient __ J~roperty ("North Lot 7") provided that the f.ollbw,i:ti.g covenants and conditions are satisfied: (i) if accis;l; to_ No;i::th J,,of"·7>shall be obtained via the Driveway llasajnent,'·j:t;ropert.;f I tl;fen the square footage of Lot 7 to be ' . . ,. .. . .• , .. ,..,. . . •. ui.ed fer purpo,ses 9f c;,.-1-cu:l.ating shares of maintenance costs ' uildii,r Section ''.a.5. 1i)• !'lhi,,.11 ,lle.modif ied accordingly; ·c111 no.twit;hst,ano,,trisi an:ir,tli.irig)to the contrary contained in Section 2, & of the .,;Agre8'lflerlt ,/ all parking required by applica,,;1H, iaw fo s.erve /1!.l'/Y.-improvements constructed on North Lot 7./shall lc\e cbn):'aii:ied wholly within North Lot 7 and Shall be d~·emed sU'ff.j,Ci',"nt_/if .in. compli<}l')Ce with applicable law; (iii) th-e. o'(he:t/ oi;,· N9i-t.1( Lot'',.7 sha,:11'/construct and maintain a fence/ or/ot,he:r:i l;)arri_for ·a1ong.,,.the western boundary of the Easement ··Areas/to,c'prev!1!"!'1t the ¢.'-'slomers and invitees of the Owner of Noit!i Ldt/7 f'rom''•c,;to,ssing or entering upon the Master Easement Ar.easC; (iv) in· a-ddlti.,>n·-tp the ot:her usiis. prohibited by the Agreement, no use/may Be made<''Of Ncirtt(,,r.,ot 7 which would involve :t1:1ia!. manufagture\ re_ieise, d·isposiii or use of Hazardp1is-.. .substan6e\'1'r""(,v)_);,,.ny di,v~1opment -:'imd~,;talfon upon North Lot· 7 shal+ be i;iompl_i;i._ted ,-in,/co.inpliance ,-with ~11':, applicable laws, includi'ng (:witrfioi.it l.imita;\:ion) the requirernti,nts of the Army Corps of Engineers; (vi'} no iinprdve1I1ents to be constructed on Nort:J:i. ... _J;,o,t 7' ,;;·haJ.•i exceed _45 fe.et/ in .. hE!ight; and (vii) no part of ttie t:ommo_n Area .,o~er ;l:h.a"b th·a-... Driveway Easement Property ''ma\r/be/used to provi~ei ac9.ess Jo North Lot 7 and the owner df, ~orth Lot 7 hereby/qui:td.ai,ins to the owners of Lots 2 and 3' all ,eas,iJ;mefr1tsi' c:rieateq .. ·hy" Sectl..on 4. 1-to the extent that they encunll;ier ( Lqts .:? _,-and 3 ;•--, __ The consent of the owners of Lots 2 and 3 \with' resp'ec1,: .. --t:o deveJ.oprnent of North Lot 7 set forth herein• i;ha1.1,-··'n6t .,canst ttl.\te ,a waiver of any rights which those Owhe~s niay/be entitled tci .. assert with respect to future developmef\j;.,.pf North Li;lt·•7 in their capacities as the owners of adj¢ining 'prppe.rty / · "<,. ·" .:' ;: ,:· .: :: :.· 15.14 Exchange '·ol .. Lots. !_ Edst,(Ja:te arid Powell may elect to exchange the south,_ Padt'arei> fbr ,l,ot 6} .. ---·1he owners of Lots 1 and 2 hereby-.. approve hf _.,such exchange and agree that Eastgate and.PpweiL'may e.r\ter";into and consummate an agreement tp ·that effect-.•without .. ,the n.eoessity of obtaining any fu'r.1,:~·er ,-,coriser{t 0:1;-·the .. owners of Lots_ 1 and 2 with resi;,ec,t theret,i j;,roviµed.' _ that any improvements to be construc::f.ea/ upo,n tile•,,Sou/t:g Pad after completion of sµch exchange ,sha,l.l npt'exceed 22 feet in height, the building envelopeiol'l th,~ sihi'th . Pad shall be generally in the configuration. showri,.ori . Exhibit "F" attached heret.o and any signage ··eq:ec,.t'e!:f ori the South Pad shall not materially impair the """ ·· visibility of the HC Building from ground level at. the 11 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWl/OCR25/I0ll9SIMA.M/634027,1) -~ \1 ,, ' .-~ ' ' ' ; . .; -... · ... ,.,•~---··IT.· ~ •.::;..' ... .r....:.. ...... -_· __ • ..u~·, ... 'C"',. •• 1.;.-'"-' ;.~ ·-;.·· restrictions set forth in section l5.10(bl (v) and 1.Yil- . --~.-- / .. ·· " .. 9. Section 15 .11 of the Agreement is amended by /21.e:·iei;{ng the square footages o( each Lot shown therein for / purposes of ca,).culating proportionate shares of the maintenance .co.i.ts .of th.e:-··Driv:eway Ea,!1.ernent Area, and subs ti tu ting the foJlowing ,in lieuthe~eof'i} . . . ~ ,· L'oT/. £oti1 t.ot 2 L6t ... 3,/ Lot 4 Lot 6 Lot 7 /' ,., . .... SQUARE FOOTAGE _....,,i'~/h~ determined* ;,} 4&.i;_/190 '/535,' 094 35' 000 3'5' obo / }' /30,000. *The square f"ootag'e Of 'Lot 1 fbJ: wurpOSl!,S. of this provision shall be ·a•et<i!rrnin"d in/accordanc:°e'>With '\. ,,'t:he provisions of sectfon f5.·1.1,·'· ·· (. · . / ,:LO. : The first Section -:-15 ;',11 ·,.is deleted the;feo:f':': sentence of t~e,,,is,ico_nd"'))ar~~r:Jptf of and the following• su·bs.tituted i.ri lieu r •• ,;' ,. .,/ ./Th_l 9wner, .. of Lot 3 shall construct a .c:~r;;:i.'(;'itEe.':'roadway . ·wi:thin,·the Driveway Easement Property in acco:t.liarice with the '·,.. requi~e)iien1;,s·,,.of ";the city of Renton. The Owner ''o'f Lot 3 ··•,, shal,l l)iaigtairi j:he ))i::;iveway Easement Area to a reasonable ··sta'fidafd .as ,iieslgriatecl: .. by such owner in its reasonable discre~ior:t,.ianfi.,'the .. c>ther Owners shall be obligated to contril:>ute th,i:iicr pr'op_ort!ic>hate share of maintenance costs as set forth herein,/ ,-.,,,,,.-·" ·: :: 11. The Agr'ee'inent is 'mei~;d by adding the tallowing provisions thereto: .. .... · 15 .12. Related Agreement',.: ... •corite\npo;:'ane6us.l,y with the execution of this Agreemen,t, Eastgq,te\and; .. HC'have joined in the execution of a Deci'a-rllltio.ri (:if ,cov,foap:t;s, C;ondi tions and Restrictions and Grant of ·Easements and.Quit .clai-m .. of Certain Parking Easements which ±s t.b l;ie fil,id.if or· ·i-,ecord in the Official Records ot King cou.ii.ty/ wastd.ng''t;hn (.:t;he : "Declaration"). As between the owril;lriofc' Lot} 2 a·n.cf' the ,,owner of Lot 3, the terms and provisions <'if tl;ie !'iE;iclai"aJ:iori _.sha·}l supersede and prevail over the terms and. ~rcivisioiis.,r't>J tliis Agreement to the extent ofi any conflict or incciniii,:;tenc;{"":, between the provisions of [the Declaration and. the ,.provisiq;ns of this Agreement or to th.e extent that any pr'ovisii:,ns of/ the Declaration are more burdensome than the provi~io.iis 9f 10 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (S'N'.\' J /00'/25/ l 033 9S/M;AMf634027. '7) :. ,:• . l ./ I i ., 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. Jro the extent that any of the obligations of the .,:own~.l=' of Lot 7 set forth in subparagraphs (i) C th:fou<;1h (vii) 3\}:>ove contemplate continuing or .,6ngoing\per:t;.orma'pce, .the owner of Lot 7 shall be , obl·'iilate;d /t6 c,;mtply with such obligations so long ai{ it usieii th,f Ea$ement Areas. If the owner of Lpt /7 ~i<i9ts t,o,.,,\,l'~e \~~·.pra in age Fae~ l i ties, then the·· owner• of.,.J::;9t 7 ;11•:tso !$hall be obligated to . COnSt,rllqt I .it'ii tS Ei91e\qOSt an(l 9Xpense, any 'i~px:.i:,vemenj:is tp or itqal;,,,rgements of the Drainage Facilit1ei;{ rec;rui1c~d/to/accommodate its use there# .. / AlJ/ cost"! df' m'l,intaining /a.J:ld repairing the Drainage;· Fapil.ities/other.,than/ ref.pair costs resulting fiom/the n.!!igligence :of ah.,bwner or its agents or employees-' (.which 'ii;hallib-. 'paid for solely by such Q'wn,;1r)f shall .'be p'aid by the owners sharing the use ot,' sµch:\Di;:ainage .fi"ac.:i:J:''i'.'ti~s in :"'•,., . '·· .proportion to the gross ·numbe?."" of sqfuare feet o.f '! .' land owned by each oJt,,er wt,,ic,h i,l\; set'Ve<t: by, th!§ / Dra;.inage Facilities. :i:'f,, .. "·as./anct !!lle'i'i"'the / ./ . /· .. ponditions set forth 'herein tar¢ ,.ati_sfied,/tb'e / ' owners of Lots 2 and 13, as ap'pli¢able ,/ shall/ grant $asEiments to the Owner of Lot 7 6;,et·'and/i..cfosi3 :!:he/Lot 2 and 3 Easement Areas, cons.ist~ti irf form 'and' s]lbst,ance to the 'grants made in s'e.ction .i 1s:1o'/a} ·an4 the terms of this Section'•··15.llifbl . .. .-i ···.·.-.,._;/ .,.{cd J(ddittonal Provi!sions Regarding Lots ,i and 6 . ............. ' TO f,foili tate···-P·awell ,:s use of the Eastgate Di'aihaefe Eiaci'iliti,h, to provide drainage services ti;) Lc:it·s 4/ !ind ,.,•6'1:, ttie iaµrface drainage iaystem to be installi.iL'ln,.'tot:•,,3 Ywill)be designed and coristruct~d ,si:o acci'i:n:!!inogate•, .. :those drainage needs according':c td\.:th.e design requirements of the Engineers;,, Powii.:U./shall/ariapge. and pay for the design and···~onstruction /of .,:a ,i:;tc;,i:'.m J,ater collection syii:ten{ to\s(live Lots·"'4 ari.d 6 running from a catch basin sifuated. ·on ... l:iot J:;.,tcLa boundary of Lot 4 or 6, su·ch w'@rk .. :'to'' hi dc,ne simui taneously with the installati'6r{ of a· dr~inage·"system on Lot 3 . No other drai11ag<a1'wo,ik triay/ h•f Ul'la,:rf'a'keri on Lot 3 for the beneifit ·of/Lots 4 c1tid :.6/after \ completion Of the initial drai;hacje ;iys:t:em. ('rile: bioswale and outfall components.:of ."th,i .,'.Eai,;tgifte :! Drainage Facilities shall be sized(tc;f serye 'tc;,:t.s/4 and 6 and Powell shalu. pay Eastgate··the ... .. incremental cost of increasing the size':...of su:ch,'' facilities to serve Lots 4 and 6 (as dete:i:m:iri'ed bj the Engineers) as and: when such work is complete~. Lots 4 and 6 shall bei subject to the use ··-.;,."· . ~"'""·: : 9 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT CSWW1100923 It o::\3 98/t.tAM/634027. 7) Seattle metropolitan :area (the "Second Engineers") selected by the Owne~s 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 i'n a fashion that will not c:i.nterfere with the ongoing use and operation of thE(,D.ic@inage Facilities or reduce the capability / of the Drainage"'·'!racilities to serve Lots 2 and 3; · i{ijk}:, the .Diain<1'ge Facilities to be used to serve · am, J?Orti.6n o:e;·'to~· 7'· ·s.i tuated north of the _; Dpiv;eway ·,~asem~n:t/ Proper.):y (the Eastgate or HC , D'ra.£na.$'e .:Fac.A;qties,;"•ia .. s 'ljthe case may be) shall be ':. deter,lliined by ;the Erigin!l,ers and the Second El;,g_iriee;.'s; /( ivf, t.t>•i );)'t~.inage Faciliti7s will not be use<;! tor provid,e,: storm water retention and drainage services to ,the pOJ'.'.tion of,<I:,ot 7 situated south of.,:'the.iorive~ay::'°Ea:Semerit Propei:ity ("South Lot 7") ; (vi nc/ ul;'ie Jria,y b~ .. :made of'\V,t 7 which involves the,:.llli'mufact\ire /' u);:,e or_.:·feJease of Hazardous Subst<l:p.ce's .. other thahfthf operation of a gasoline service ·station on soqth ;tot···7"tno "'· .gasoline service stat;i.ori'··be.!ng/pe,nni;~t~.d dt; Norfai} DQ,t 7) and customary u.se of'./cfeaning··:sotyerits .ancl' the,, like in compliance ''\iritn Ja;nv:b::-q,rtiiiental r,;awi.f (/l.s ''·,)J.Seq herein, the phra13e "HaZ'argoui, sµbstances"' /' shal;l mean all hazardous, tox'it:, dnfecj:ious i,r i r'adioactive substances, wastes at.. m.iteri<'!ls/ / ,iisted, defined or regulated by ariy .... E,:,vifonmental ta~/ arid.,.,e;pecifically also shall incluq_eipetrdleum, oi,l _a'nd its fractions;, asbestos, urea-'··· / / f,orlnal9-~yd.e, and poljchloribiphenyls; as ·· .. sed ,hefein', ·:th¢' phrase "Ehvironmental Law" shall mean iaJ;l fedEaira.t, ,state and local statutes, regulations aiid i::teql:-ees,.-pertaining to the protection of any aspei:::t'' o:t;/J:ium<!,J'l";J1ea;lth, or the environment that are now ... or l)e:,;::ea:t;-ter'',~BPJiical:ile to the Shopping Cent'ei,-)"; (vi.)' should_· any of ... south Lot 7 be used for the purpq;;;es or•'operatirig a gasoline station, then 1 in al3diti2i:i:i to .. 6omp'lyi'n?''w,J,th the requirement'-.,. o:l;/appl:tcab:le ,•laws,/ .the owner proposing to 'cons.truc.t .such gaso'iine. station shall require that such,'. ,.ervice/stati'on fac·ility be operated by, or lice,n~ed by; 9'.il.e /of the major oil companies, and shall ol:,t·ait\ from/the'·'operator of the service station ei'thef an i11de_mnity 6:c;/"'' insurance policy from sudL .. operato:r for:"the .. benefit of the Owners of Lo.ts .2 and .. 3 {ai:nd E(ul;>ject·. to their advance written approiJai, which w;i.J,t" not ,i be unreasonably withheld) which prQte.cts theiir .. ffqin loss, damage, liability or expense resulting,f:i'o;ii .,· the operation of such service.station t'i:\cility and/ any Hazardous substances which may be rel-e.l!.sed .:'or-" emanate therefrom; and (vii) the owner of i,'ot 7 . shall pay, in advance of its use of the appli6ak?,ie 8 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (S~.'Wl /0092.'i/ l C0398JMAM/634021. 7) '', ........ ' retention and other ~etlands facilities constructed thereon to the standards designated by the City of Renton. The ··,.granters of the Easell\ents (the "Granters") 111ay not undertake any use of the Easement 'Are.i.s which would inhibit or interfere with . t}1e· Uoi.li!S permtl;:ted to be undertaken thereon " ):,y the Grant.ees i> The Gran tors and subsequent . i own'ers of /fie title to the land encumbered by the Easemknts{s11al1 .. ··1oe and remain liable for paj1]!1·imti 6{ all/ rel..1 p,foperty taxes levied at;iains;t 1;.he ),~!'i'a:'' enc4ml:iered by the Easements; ., provided•; however' ''that. .any owner benef i tted by ... ah E;;;_se_)ilent?may /:P•fY,, imch taxes for the account of· any G;'l'i.njior.:"or its successors "{ho fa i 1 to p•a:y the i<al!ie; · Powe.:l.l , HC and Eastga£E> agr~e ,to ia.xei::ute si.ich add:it'fonal documents arid io .~i~ sue!)., fu~thei:,,<i!'ssurances as may be riece!ssaryit:b P.r'operly do,cument the creation of the/Easel>'ien'!is tti,.,fapilftate the . development of Lots 2, ;_3 , 4 and· 6 • a5. ............. ,, ./'"'·, .... contemplated herein.'/ · ,.. ·•\ .. ~··ti) Easement Reserv!i.lon,{'.>/ Eaits,at:::::~;sefv~ tle ,rigl1t to use the portion of(the ~asemept 1j.-re,ais / ·situated in Lot 3 iri · common i.ti'tri;i the Owners/of/ ,ioti. 4 and 6 to provide wetlands\rnftigation·; storm /drc!,,inage and storm wc1ter retenti6n ... Japi::l'itiieif to · serv1;1.-Lot 3 and any improvements whi¢h lila,y b.e c.dns\:ructed on Lot 3 ' from time to t ime-i / Po.Wel 1 ;ieiery.es t'he right to use the Easement A"i:.eis . ./'s . .itufi'tel,. in Lot 7, and the Owners of Lots ·2 and 3 ·· s:hal/1 grant ,.tlie'·-O~ner of Lot 7 easements over and a.cril>s,;r" th~_,,·drainage and wetlands facilities desci'f~ibe.d/in ,E*,hibit'. "D" (the "Lot 2 Easement Ar.1ca") ~·/ahd ,Exh°i);?;i;'t ·11 E11 (the "Lot 3 Easement ~"f a$ htiireina''fter ,proy;idecl, al 1 to ba used in common with\:th,;, Granti.aes.:'t6'.·provide wetlands mitigatiori, st6:r,n_:.'dri!l'inc1ge .,'a11d•·. r,,torrn water retention ·f,11ciJ'.1ties· to:" serv.e I.,6:t ... 7, provided that the followin'i;f cofldit.i.oris .and' co1enants are satisfied in con11ecl:to'n therewith: }.fi-). the proposed use of tne ,,Easeinent .·•Areas si tua.ted in Lot 7 and the Lot 2 arn:f L.ot j E:ii.se,ni'ent Areas c collectively, the "Ma:§ter Sase'inerit Area" y··an4 the wetlands and drainage fac..iJ:'i t.i,ies /const_rubted ·· therein by Eastgate and He; r~spec1::'i.veJ.'y ... .. . .. (collectively, the. "Drainage ·Faciliti'ef;i"),•··.!llUSt :b¢ approved by all governmental authorit:l,eso'hav.j.ng :: jurisdiction over the Drainage Faci:iities,, .. ,.,J:{6rt6n . Dennis & Associates,: Inc., or such other engineer$ as are engaged by the owner of Lot 7 attd,, ai;n,b,ved by Eastgate and HC (the "Engineers"), and'""a s•ecOnd civil engineering firm doing business in the'·, 7 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWl /0092.Sfl 0339K/MAJ;i34027. ~ I .F~-,~~ . ....-.. .. 4,ii,ii:Jli',i.l.K.;;;..:Ju!i-, ,· -·' ' ' ' 1: I 6 - 15.10 Wetlands. (a) Easement Grants. Subject to the reservation set forth in Section 15.lO(b), Pow~ll hereby grants to HC ··?I perpetual easement appurtenant to Lot 2 (the "HC Easement") ayer and across the portJ,on of Lot 7 describad in Exhibit "A" .at;tiicfied herato. Subject to the reservation .:·'· set forth in ,,.Section 15.10 (b), Powell also ·· )rra.nt1a and/.;,6nveys to Eastgate a perpetual ea;sem¢ntc· zi:ppur,=:·anant.".to Lot 3 (the "Eastgate Easejlient:11 ~ •• ovet .a,;fd aqross the portion of Lot 7 · deisc:i{ib..,:d :j.n/ E'.xhibit ,ii'j,.,., attached hereto. c,subj:'pt ~o 1;1iei{resei:vat,igin set forth in Sectaon .,·15 .J. o P,) , Ejie:;.;tqate hareby grants to Powell )a perp"!'tuaJ.(ease;ment appurtenant to Lots 4/ an,! 6 .,.(the "Powell Easement"). over and across 'the P.6rt}on.-''of;/L9t· J"·qescril:l'eid,. in Exhibit "C"./attac):{ed/h.ereto. \The .JIC/ Eastgate and. P;bw<;!'l.l ,'E:a'sen;iant;s :;(t~e .. ··./ "Easements") may; b,;,'· Uiseq' by· ,t.ti'e .. bwf:ters of the Lots benefi tted 'tb,ereby) (Lotsi'" 2{ 3/; . 4 .... -"'.Dd 6, ''", .respectively) to protride .... wetla,rids 'mitigation, ,!;,t:;orm drainage and st9rm wa;tei r.iatent;_i,.oq tq se:i:'..ve Lots 2, 3, 4 and'•·,Q,,,, .... te;;pec:ftiyeJ,.y, ;in :,; .', compliance with the requirel!l~nts ,of the" Ci :t,:y , ' of 1,enton and any other gover.nfuenta}""' ;, ' autt)ori ties with jurisdiction·· oV~r itpe{ .. c )deviHoprnent and use of Lots 2 , 3 ,:-. 4 and .6. / ,·.· Th¢ i,1np:i;::ovements whiq:h have been eteqte1:f ¢,r m~y.··be ere,cted by such grantees in, i:in,./and i,inder the :land encumJ;,ered by the Easements i /'.(:the,,··"iE~se'ment Areasn) may include (without •' J;im:i;tat;iiori) ):>iosi;ales, retention ponds, tiltr<jtioft,.systeril,;, storm sewers, storm d;rafns, and s,iJl\ilar facilities. The HC Ea.1>eme11:t'. ):h21.il pa iappt'lrtenant to and for the benefit of tot :i'·and. sl'ia1.i run with title to Lot 2 , regai,d,l.ess <:if ~hethw;:-any subsequent instrumerits 'of'Goriveyanc:i!o obv:ering Lot 2 specifical;J,y ~.~'entify the }tc.'Eii1'l~.ment therein. Th'!!: Eastgate. Easeri,ent; .. ·sh'all be appurtenant to a:nd i:oi the .,belJ.~.f it ·9,t: .. Lot 3 and shall run witl;l j;,;itl<ai' to I,ot\3, fegi)'.'dless of whether any insti:-hment:· of,·:· convey.ance'.'. covering Lot 3 speci):i.bal_lyi id¢':ntif~.es th!j! .... ,, Eastgate Easement. ,The '1>mfo11· E,!i°seinen.f.,shall' be appurtenant to and for···th<{.behel;'it,•'o'f Lots 4 and 6 and shall run with<" tistl~ .to Lots 4 and 6, regardless of wheth,li,r .,ariy .. ·· _ instrument of conveyance covering·· .. ~¢t," 4 (or · Lot 6 specifically .i;dentifies the Powell'"., Easement. The resp1ective grantees of .'the Easements (the "Grantees") shall be responsible for maintaining any drainage, FIRST AMENDMENT TO RECIPROCAL :EASEMENT AGREEMENT - 6. The fourth paragraph of section 4.6 is deleted and 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 · eqtfa.1'•,J;>locks, one on top of the other. Any ,· .Pf the OWners·"'of'c,,Lots 2, 3 or 7 initially may '/el!act tci 90,1'lstr',fbt such sign at the sole e,q,eti'se./9,f th,f"'OWIJ.er.,.,ele.cting to initiate. s'tlcl1/ coruittruct.i.01;>''; T)'IE\,. owners who do not un.dirtake,· tne/t'rii ti.al .dcihstruction of such ':,. sign _,{P9-ile1.(;'J-1c of... Elf:;;t,<;iate, as the case may '··be) .. -ihail tie ehtitl'e~•-.1:6 use one of the sign blocks /to /adv!irti,~;!;/th~ir respe.cti ve businiisses b:l red.mbulis'lng .. :the consti;ucting owner 'J:-oi one-t,hird. o.f .the '2o.st of/ .. ,,. construction o{ the :S.i.,gn. The corii;;t±ucting Owner shall .. );l.a've_/'solE/ contr:ol ian¢,.,use of each sign block urltit si,1ch ti111e ·ae;./ap oi,.,ner entitled to use 'a)sign ,:block el/'ects t,o·"·, .. ,_ contribute its one-thir·d .... ·share·· of·' / ;-···\, ·c.onstruction costs ail:d use ·.the &ign'',t::iJ!ock ":. allocated to it. If HC.,,elects to .par.t,i,ciipate. ", in '':the use of such sign, HC/sh;ilJ/ be entit,1e~ 'to \;tse the top block of sucfr,:ligh t6·-··::,, ./ .. ./ advi1.rtise its business on Lot· 2;\if•Easti;fat:'e )el,;,!;:ts to participate. in the use :,o.:f. .... s1-1cI:f i .,· ,, signi_ ... tl;)en Eastgate shall be entitleq t6 .use,•· the.•iniddle! block to advertise its bus'irie;;s .on Lo,t 3 ;_ ... and:. if Powell: elects to participa't'i'/in /tJ-i'e 1,2se)of) the sign, ithen Powell shall be,· ehtitled t'o i,J.<U!" ... the. bottom block of the sign tio advert.i!iil,i, its ''businesse!iil on Lot 7. The Owners p1li'i,.t.ic.iwt(ng '..;in the use of the sign sh;,.11 1<.i .obl,i'.gat,f?.cj:" t6 · s;hare. in the cost of mainta:'ining/the s'igri ; i.ri proportion to the number of s3,9:,1. blocks-uti'li?ed by them. An Owner sha,ll have no obligat;ion .. to pay any constructiqn o;l mainte.l"\imc~ cc st$ .. with respect to s'ilc:h sigiii. unleis ·'anci>"urit;i.l such Owner elects to Use bt'e s'pace . .at) th~_ .. --sign allocated to it.'•. No·::busines:;res )nay be :, advertised on such".s.l,.gn• other than··the ': businesses conducted, 'bn Lots' 2 ,,:-' 3 .:''an~ 7_.:i .. , ........... .. 7. section l3 . 1 is ame~did by 6h;,.hg .i,~g HC·' s iddir,;,ss to: HomeBase, 3345 Michelson,, Irvine, 'c:,aJit:orn'ia 927'1,$, Attn;.- Vice President Real Estate; anp adding thereto Easfga·t;e.'$ .· . address: Sll9 SW Taylor, Suite. 900, Portland,./or;eg6p,.,9'7·2'o5. 8. Section 15. 10 of the Agreement is ''delet~<l arid the following substituted in lieu thereof: .,............ · ·· ,.,.:-_/ _.(' 5 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWl1009'25II03398/liJt&o:n.b '\\ ·.:/·/· ~, .... ,.u ... ·.• . •'The' effect of this amendl'l\ent of Section 4.1 is to eliminate the crbss_-parking easements formeriy contained therein which created ci'oss--pa,rking easements among all Lots in the Shopping center. :fh_e owriers acknowledge and agree that the parking areas contained /with;i.1,1 their respective Lots shall be sufficient to service all · parkini; mieds __ ,,gf the improvements to be constructed therein and thaJ. tlie:ir go··· not·. requir~.--parking easements over the Lots of the --other-.'owrters. To··:give····effJ?Ct to the foregoing, each owner hereby q\i'itclaiiris to··t;he ::othir owners the parking easements which were 'created· by ;;·ec:(i.iori )i. 1 9i'' t!,J.e··"Agreement. Each owner agrees to execute such a"dditional :doClllllents,. and to give such further assurincias 'iu.··' ma,y )?k ~.e,diis~a:r;;y,/t6 'properly document the agreement_s of the _,Owners'. set·'"-:fo:r't_lf herein from time to time. The owners agr'ee ... ti:> uie ;their re.;di:¢n{ible efforts to prevent their respective tenants ,ind custi:>fu¢i'rs/ and the customers of their respective tenat(t:s,r fri:i'in usi1f;r t,he_p.a,i:king fa,c;,ilities serving another Lot . · ---·' 5. The sec.ortd il.nd,-thir1f--;;,entences' of Section 4. 3 (b) of the Agreement are deiefed.ia~d the 'fqjlpwitig substituted in 1 ieu thereof: --""" 4 - ·',. ·•; ··Eastga te agrees that :,J:>owel i> m&y /temto,,-:arii'i us~ a portion of Lot, 3''·"sit\J.ated.--" t_,··the.,gast ,,_of 'Lot 4 ( out of and a part.(of/tjje ar __ 11,,a . . , cross-hatched and designated'.,;j's ;the .. ''Poweil ,, $ta4"ing Area" on the: Site Plan a'ttaiched as/· iE.xl);ibit B to the Agreement) duririg.,,,1;,he / / . · initia1-,_construction of the building/on' I,6t ii, a:ric:),o'the building on Lot 6, provided tfr~t,d ,· .{i:') Ea.s:tga,te has not-constructed or commsuced ,....·t,tie ~on:struction of building improvements ''on · the :Lot,' J 'Pact·"s'it_uated in the Powell staging Are~ <j-1: the' time t.hat Powell requests use of the 'Powel):' st;ag;i.ngi A;~a for the purposes piiu=i tted'. herein; ;'( :i;-i) the other Lot (Lot 4 or "'ll')·---·is _:'th# case"'•may _-be)_,,.previously has been developecl tb .. t:h.e erid _that ft is not available to serve ·11-s a ii').agin.li a;-.'ea ,• ( ','ilCfl of Lots 4 and 6 to se+-ve./as•· staging .ar,eas,ifor the other Lot until th'ey afe d.eveloped) ; ""{ iii) the portion of the Pi:lwe1r··st~ging ,·Area !;.o··-l:ie used is no more than 10_1 0,00 square{ fe'et in size and is bounded on the west, iou;th s:nc;l eci"st by the west, south and ~astfbo,l'indari1>s of tl:\e""'• Powell Staging Area;· ( iv}, l;loweiil ,:'obtairis'' al 1 permits required to be obtained .:from _,·. / .,(·'-:- applicable governmental authcr:i,Jies t'oi alJ;o'w· it to use the designated staging area; a1:i'd ' (v) Powell holds Eastgate harmlesif-fr0m aJ,J claims, causes of action and liabil i ti"<:!s · which may be asserted against Eastgate '··i,y .. - reason of Powell's use of the staging are'i(. FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT ( SWW J tOO'J25,' Hll3981 MAMiliJ.4027, 1) 1,' 1' 3 - commercial arterial f~om the portion zoned medium industrial, such line being situated .. approximately 140 fee:t west of the west .right-of-way line of East Valley Highway and qoinciding with the eastern boundary of l,ot _f; provided, however, that such east-west l),.mltation regarding the location of the · L'ot J Pads (;,tf'"'sh,all not be applicable if · );:a;;tgatei i.s./prec,;(.uded from constructing a c~rie11)ii ohp'tot ;!l"'''and-.. opening the same for bµsi.ries,s,\,,and '"{yJ .. /shal/l,,_not apply to any Pad .,. ly,irig tou;t;h ?J),.'''lipsl'' 9b'i:pciding with th7 •,. northerly boundary ·'Qf ·Lot 4. The Exclusive .,. . .,, ;: .,. ·: \ '·:," Bq~J,.d1.ng· Ai:,ea tsor Lp~•, ... :i·,shall be deemed to include·· th.e Lot 3F.Ifads;}' One of the Lot 3 Pads cµrr.intl& ief e;/ipeoted to be deyeloped in the portion pf j:loti'J 'that:'"'iles neai'''t;he intersection of' s¢utllwest 41st Str'het and East Valley''!):i;ghiay,:'(jfoe/'Sout)'l Jilad•i}. If a cinema is ere.::tea on ;t,01;" 3 by :'Eastga te and opened for busirte~. i,:th~n Eas'tg,~te· ag:r::e~s, , solely for the beneft t oa;.'•·.the .Owner ,:.of Lot 4, ·"'· riot to erect any imp:t.,;,vemeri.ts/on/th'e.,,sou.th\ '> Pa~ prior to January' i),,,.,;i,99'9/ othe,r .... t::!'iar{ s~ch./ '· .. improvements as may be nece:,fsa:ry .,to usii\""th.e ·;iout.h Pad area for parking pu;po~e'!·r'this/ covenant of Eastgate is solely fpr 'the( / Ybenefit of Lot 4 and may be enfor,ced onlli' ,l:>y / • th.ii _9-wn1?.r of Lot 4 • , ........ ·./ / , ··\: .... /· ./ .. 4 ,/ S.1.'Ctfon 4. l of the Agreement is h~r'ebf deleted and toll~ii:tpg sub'st~tuted in lieu thereof: ,." ,,. "~ 4'. 1 ;' Gr~nt•'of,..-~~-~$)lents. Subject to the pr,;,visio)'is'· of..S.ection 15 .13, each Owner, as gr~to;:/ . .-her;.elby\9:ifants .. to the other owners, for""the tienefit 'of said other Owners and their respe1:;tive tenants.'an<;\ such Owners' and tenants' ',custonu~rs' invitee~ and employees' a nonexclus':i.ve e,a'seinerit t6 use; for the purposes ot"'"O'btaini~g accis:;i to>an,;J, from the Shopping Center/. ther":ioaP:wa'ys_,."'nd wa.lkways situated in the C9111]))9n .p.'r!a!,a and ianY'" facilities which :may;' be' erected/ in ... the Common Area for the generai.,,;iae., of/custo)rier.:,s o.f the,. Shopping center (such as'.,,m#ss ,,tr.ansJt _.. · ' shelters) , all as more part.ic'UlarlY lc:ic'ateci, and described on the attached Site Plan, as} the same may change from time to _iime; The·.· foregoing grants of easements are·,l'\ot effective as to any Lot which is part ... of'·t:h,. Shopping Center until c,;,nstruction is collll!lenced on such Lot. FIRST AMENDMENT TO RECIP~OCAL EASEMENT AGREEMENT ,r. "'iF,,;5·.,;t,c:;,:..,zf'+ .,;;:: ,hP€i&&~11, ' ' . -, A i '~ ~ .· FIRST AMENDMENT TO ·i,; RECIPROCAL ~SEMENT AGREEMENT •i' . , ·'.This Amendment is ma~e and entered into by and among Ji·\. /HCWA.,·Re.alty Corp., a Washington corporation ("HQ"), Powell- "· · · Orilli~ Associa,tes, a Washington general partnership ("Powell"), ··: ... ~ •,,, ............... ·· ,Eaetga.£e ,,Tl.e'.atre'),. Inc. , .. an Oregon corporation ("Eastgate")' ;l Pe,ter w. :i;,owe,++ ('~P. P6wel):11 ) and Lloyd W, Powell ("L. Powell"). • . ~ ! ;{ , i ,, "i~ ··~ i il: ~-1 ·j (l .~ ! i \\J ~ .-:;_ ! &; ·! ':::::,-.. ,. ""' €'J -...s .ffe:i C:,.a ·~ fll I ··~ ~ -r~: 'E I 'J:;l I :I.· 'j!) t~ -~, '.;[ -:-+f .! ~~ \;;< N,1 l :l,:;.~ er..-;, il f~; !,;·,_.;, ·~ .,.~~ JJ:~ •'/' .:~ .f?] i~ . { .. ,..-RECITALS ,:. / / ,( .)''}'<·:/" .{ .,:·· .. ,:. , HC"·'amf PQwe:\;il./previ,<5\is,ly )have entered into a Reciproca Easement ·J>.gree1)1fmt/ wi,th •i(::overi~rrts./ Conditions and Restrictions dated June''•·a.o{ 1992,/and,·''recqrrl~d. in the Official Records of Kir County, Washington, .,•'under feii>JNo/ 9206302702 (the "Agreement"). Powell subsequeri.tl;{ corivey~d :Lot 1.,.(·def ined in,. the Agreement) t< P. Powell and L. ·POwe 11 who .•wn· i,cit l 'i,s equiil /tenants in commoi / .:: .r _;: ,;· ·:.. '\; .. F Contemporar{~oµ~li with th~\exEicuti;n of this Amendmen Eastgat1> is acquiring Lob) {d~firied l'n/ttie f,greement as modifi by the :l,,ot line adjustment'·ienct:iohes,. belo~) /fr.01n'·Hq. In ,,. conjunqtiop with that aoquisit'i,on/the J?artieli herebo (sihg,;Ly, "Qwnepi•, arid, collectively' the '!,'Own .. ps·~-'l gesire./t!:>, c''i,ari•fy /and restate certain provisions of the'"•AgreeIDE!·ntf"""""· · ' / ' . =~ .. . AGREEMENT " •/ . ./Th~~efore, in consideration of th1>-.. p:r;emi~e's ahd other ~i!luable/consip,erat,ion, the sufficiency of whic;p. /is he~eby ~ckno1,(l.e'dged/ the Owners agree as follows (unless ,ht.ll,erwise indicated,/ all papitalized terms used herein shall'·-have the same me1in,ings,,.a:si ar,e a,tt~ibu't:_!;~ to them in the Agreement)': ,,-· :· ...... "' :: ,,,,· . ··· ... i. \ E~ch'Of the ·owners warrants and represents to the other Owners that_,,.ffi'e war,,:-anting Owner owns fee title to the portion of ti,e S)l'opping Ceritei' listed below and that the warranting Own~ has pot cr'ea.ted, as:mmed, or acquiesced to any indebtedness secured byr,.:i,iens eti.curnbeiring the portion of the Shopping center OWl1!i!d by sucih .ciwn1fr: , ·:·,::,,,.. ,,,/ .:' :: .:· .: OWNER L. Powell and p; .. ·P6we.ll ,··· HC Eastgate Powell Lot. :1· ··,:. i.ot 1 · .,"'·'· ·.Lot; 2 .. ·•· Lot 3 tot$i4, ,i·) 'and 7 ·· · The Owners also acknowledge and agree that the c::9mm,~n bo,iind~ry' .· between Lot 2 and Lot 3 has been modified by Lot 'l.Jn_i,v'a.djustment/ reflected in Lot Line Adjustment Map recorded in the Offi¢ia1" Records of King County, Washington, under Fee No. 95112~~00q'. 1 -FIRST AMENDMENT TO RECIPROCAL FILED FOR RECORD AT'REQUESt ow' EASEMENT AGREEMENT TRANSAM~~f~~J~Wl{l~Ht cq, 320 108TH AYE. NE ;. .c' P. 0. BOX 1493 ' .. BEULVUE, WA 9~00') C 2. The third sente~ce of Section 2.1 of the Agreement (l.<;l_leted and the following S"1bsti tuted 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 S)J.c'h"'Lot equal to the greater of (i) the -number 'of pa,rkTng spaces required by / app·li,ca1:iilE1r'•J.aw <1t the time that building pernits i ate ii;!'s'iJ.eq ... -fo,r the improvements to be c).m~t.X'1tctfd, ~r,.pli) ;~~following ratio: Lo'I; ,;:.// p'a'rk.ing Ratio Lo.ts··· 1,_/2 1/t 3 .,._ ... :l,,-r-.::~{alls for each l, 000 _/··-·,:s;_tj:uare feet of Floor Area Lots /.,}/ & "'i ·· /~. of ,;;taits, for e~C::p. 1, ooo / square feet'; of i'}?br Area NotwithstandiJg {h,/ t6re·~::i"n9 'p,,{~{~g requirements, if any portion of L,;,t/ 3i is{ deve!bpt<d /fo:i; ... ,t9:e purpose of operating a cinemii., :the'n .. ,;;uch _.porti<;;h of···Lot 3 .sh.all be ··s,ervect by parking stii,11s eiJua.l t:.6 th!i!_, .. g:i;:eii:1:er .dt /ex) th., number of parking··'$ta).•'.Ls:'requ:i,recf.bY:• applj:'ca,ole law . with respect to theatre 'use/at,'tl;la timii'"th,iiit/building 'perini ts are issued for the 'inip'ro\J'el!!e:Ii'ts td tie ,i coni.tructed, or (y) one (1) parl(ing ... stall !:'.or every /foUsr {4) seats in the movie thea't;i::es .. ere,t:t,ed 6n Lot 3; pr?vi9~?,, however, that if applioab1~· l.aw. petmi ts less inti:,rise p~rking for cinema use (i.e. /·,¢in.¢ (l) parking ,;~11 is a;llowed to serve more than four::.,(f) seats in a ,, .. bfnel)laY}af\ter January 1, 2006, then the pai:-king within · such' pq:rtiion .. o·Jh ;r..,ot 3 that is used for the operation of & d.ne?tia 'ina.y' be reoduced to the level permitted by appiicab):El''. la'/l ... So ,:long as such reduction in parking dCleS n~:t{ .mat~rLil:lly .,arid, adversely affect the parking with.in,;' or µse of·/ Lot_s 4_,_and 6. sentences 3. sectJori· :i°>:J, ( cl) its arilended,. by thereto: .,,,, ... , ,,.,· · · .•' I 1,~ " adding the following Notwithstanding jlnythirig .•to th~ cont;:ary contained herein;_. t~e owhers :~ck;now1edge and agree that Lot 3 inay._' inclµde/developmen1; of up to three (3) outlot•pads. (tl)e •li..ot 3. ,, • !, ·: , .. -· ,• .. .:· : Pads") , each conta1.n1.ng ·up .:to .-.6, ooo ._;:sqµare feet of Floor Area, ;and su6h )'.:ot·· 3 :Pad~imay ... , .. be situated anywhere within tiotC3 as .the . · O ,. owner thereof may designate f1:"6m time to /ti;ne ... so long as the same :do not (i) en:c:rp'acih G,p9n .,,,/ the building setback lines created by\ · ·-, ... Section 3.l(b) of the Agreement, and (ii) lie west of the north-south line dividing tfre .. ,· · · portion of Lot 3 which is currently zoned 2 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWW J IC'IJ925/ 10339:!!/MA Mf(l34027. !.) •: .. ..;: FILE NO. BSP -014-92 ., SCALE "" BURLINGTON NORTHERN A BJNQJNG SITF' Pl AN PARCEL CONFIGURA.TJONS SECTION ~O , TWP. 23 N. , RGE. 5 E , W.M, SECTION 31 • TWP. 23 N. , RGE. 5 E, W.M, CITY Of RENTON KING COUNTY , WASHINGTON 34TH ST .~· n ~· ""·~ ~-·~· ·-. fMI! . ,u " "' " ·'; ·" r ;,.. uJ ..J ..J ;! ]61 ·n.m,~·· ••ULT not"'",..,.. ·.«ol!Tn"""'"" 11 ~~::::: =:t = ·.-. I "°"" .... ,.-• ...,. •••IT••• ll1rm<.KU~OLI: ...... -.......... LI: nuttic ~IIIH'f ,rr-.....,·. ...,.,ricn.,.,.,, , ......... ··-· .... flU:P•NS YlUi.1' ................ _ ............ W~D--~ ¥lTl::11'¥U•t VTIL<T'it~Ofli~Tl:P >-"' 1~ I """*"'''"'o" o• Acqss "' u•H ~•G~wu HO.I 1[.V&LLtr ""t/UF Lll'HT, VPt11' 9 41~ TO TI<[ S'l~tl QF ......,__ •o ~, ... a> ;0.C.c, N:>,o,g,oJ -"' ... ... ... ' FILE NO. 8SP -0/4 -92 u=•re«. YOVST rru MYOIW<T U"ltTS'fl\llW.,UO .,..,u,,,.,, 00011,0, .... l>.Jl.llOAD c,,,m,ac oax .,._e.,,, • ..,,,.,.. ... ... lTA•r •C,,I• """"OU: nu'""""""""= .,...,r:u:ucflT ftuDAA!> ,..,.,,.,~ n,.,,,. nAITI~ s,c .. L ""' r!l,tholll: YAULT ~~--u~ ·I "' w > " BURLINGTON NORTHERN A BINDING SITE PLAN UTILITIES -OR!GINAL PLAT -OVERLAY SECTION 30, TWP. 23 N,, RGE. 5 E, W.M. SECTION 31 , TWP. 23 N. , RGE. 5 E, W.M. CITY OF A(NT0/11 • l<:ING COIJNTr • wAS1i!NG10N S. W. 41ST I I ST. ,v""' / I I ' ' ' ' "' ' u i6I IO """ .... <f) <. w ·~· -DEN ... r,o,, 111'" .IQ:ts5 TO STATE H•o:..w.r ..,_, r~. w.u.n 1nn.h"" CIOMf. vro • ~,~ "' ,~t STOil: "" .. , •. """ "'"" 00.3CJ;, ,C,,5T<I""" -.. ~ SHEET ! Of ~ 161 g· BURLINGTON NORTHERN FILE NO. 6SP -014-92 A BJ NDJNG SITE Pl AN ~EW LEGAL DESCRIPTIONS SECTION' 30, TWP. 23 N., RGE. 5 E, WM. SECTIO'>I 31 , TWP. 23 t(. RGE. 5 E, W.M. CITY OF RENTON-, l<ING COUNTY , WASHINGTON =· .,..CIL. or Clff a•....,.,.. HOll.1' ....... HO. n·-··· ,. .... .,., ...... 111!H11 IIUO o,1>>11'1 HCDJDIH •D. Tf0,'41001 MID DU,:itllei, AS ~· ,..,,.,....., 1,T nr• H<IJtnru.rf """""" or t.ot , ar BLOC>. 1 OI' TIie "'-'T '11' UkL<111>TOH llakTIIQIO <ll<l~UA JIIDUH'UAL H•K ar UOl'TOJI Al ~ ::.::~"~·~:i'"':bnt ~~,.lf.::".~t ~~n°: ::;; yo:,: or .. ,a ""1', "D1"1.11a"" "·u H>rr,.," """"' ,co1te.ov,: ~ 'hrS 1DIITIIH'UT l<AYloa A k.\&11U6 Dt •n,ll rEEt, 'J'IIUCl SWTtl!RLr .., • .., _ _,, .. , • ..........,...,...e.,,.,...,....DT,u.•orzn ......... c ......... ,. llll<rU .,, .... , .... TO • ..,nr Dt ..... ,,.,... OIIIIYI/ TIIPICI IDVnlWlll?lnT •LONI: A C\IHZ MAYIH A MDil/11 DF '"'," nr,, 1111 .u,e DIHIJIIOI or n.'" rsn .,.,._ A -NKltJ: Ot t•a>'"'' "'""" _.... 1•0,•n• ~ H<,U l'D'T TG tllE""""' """"'"or"""""""'" Ul'II n11ur, Tll..,n; , • ......, n•1o•u• u.n •••-•• n:r,-•~ ..,n ....,.,. IWl<ml ..., TIii ,..,,..,.. ... ....... l'OIIT1'>11 or •= ' OP ...... Pl-\T ,.,. IOIU,l-_ ... ORIL- UA ,.., ....... UL JAIU< Of~ .U -Ill fll[.UIIE 101 Of fU.TI, JUEi U Mt1 U, .-or knrc_,,r, -[-, DUC:,UBUIM ~-· ::r::.:.T .~~.~:~:::: .":,"."1S: ~~a"';;,;":!,..'~ :~ SAU LOT 1 A Dl......,,Cll a, •II ,U rl:rl' TO A .,..,,... ,:O,,IOA""' TO tflr ............ H lrUllla ........ OP u.o, nn, Tllfhl!:IC ...... u~r. ll<>RTIIIIUTII.LI, AJID IIUnlQ.T AUINC .... lD c:m,q M ""' DIITM<::E Of u .... mt ~K .. -MOLi: or ...... >2" ....... I IO\mllkl,T "'11<;11! or ICDT'BltaT Hfl JTP.U.1 NIZll!:IC """"'" n·•····· l<HT Atoll<> ... llr IW!GI" JU.ff l"Sff Tl>~ IIDlm!E.l.ft COUD OP I.CT f OP ..... ......., " "'"'"'" """"Ol"IO'H" IIUT ...... ; w.. M,ff UIII: or •UD iQT t A "''~"er Of U, U f!ff 70 A CVR'n: <OIICAY• 70 TIil ""~ .... vnra .. MOIWI or .. ,.,, PEST, nr ... c • ..,,,,... .. LT .. .. "'"'""'""EIO.<.T "LOIi" s,,ID Clrn' ...... ARC DIHMc< or ........ .,. nor°""" .. ~L """"" Of ?o••' .••• n, .. ,.,...,. or _ ..... CUAU IAllr COR'fl IL\¥1110 A IIAUlr• Df •00,'7 f!tl'I TIIEII"" ALCIHO •ulr ....... NI MC aUT""a: o, ••.•• rnr TnOUOk .. CCl<1'Ul, AHGW: or o, •••. ,,., 'tDNC,: """"' .......... !!An"'·" l"IJ;T> Tllto1•• ... ...... .,.. .... .,. Q,U U,00 nn-r ,nrll!CI ....... 11·~•·<>· SA ... 70 HI am,..,,nc. I.CT""""''"' lH.405 -.i"""-" rn,-. 'l!IIIT "'""l'l<III ,.,. •= I or tine • ...., ,,.. •UIIU!lffOM •DMIIDII ORJ:t,. L.I~ llfl'llff'U'AJ.. 1AIU< •• ,,_ AO l!Eo:ooo<D I~ TO<.<IIC! ... or PLI\TI, MDEI ...... I), • ..,, .... or ...... cnrwn, •uru,rOTO"· OUC,OHU ... m_, .~,,.., ..... AT TIii ••••HUST COINlfl op I.OT 1 or ... ,o •LOCK H 'rllCgHC'I """" •••••••• lfUT ALOIIG Tllg Von ..... o, iQT. or uu IL<>c1C, A 01n,,11c,: or ...... FUT, TII~ "1PIITII u•o, .... "UT JH.H n: ... , TIIDICI: -, • ., .... -u.n n:,:r, TIID<OJ: JO:lktll u•o1•u• NUT 1,1,n nn1 T11111c• "",rn, ,.,, . .,. E.1.n ,,.u l'UT/ u-· H0"2'K U•o••u• nl'T , ..... FUT ID Tlli -· LIHt •• 't>lg L\n •'1,U! -OI: 0""'111•10•0,• tJ,tt M.OIIO IA>O Witt LUrl ,n,H rUT TO ,.,,, JollTII 1.u1 or I.CT , or ,,.a •r.ncK z: n,:,ru -n•,o•or• -""'" hJD JoVrll Ull!! U.JI rut :ra I CVJW• cmrcAv,: :ra TNll M......., ""'""' III/ID%m. or tos.11 n:n; TllhCI iAffEIU.T llmhl ... ,~ cu•v• ,.,, HC OUTANCB ..... , ,~.,. .......,...., A CDTll>o1. NmLI< or 10•u•n·r n,Dllll: ,otmr u•,o•n• g,,,..,, ,u.11 rta:1,r n,t>«:>: '1WT1r ,•01•»• vu,: 10.00 n,n, ffltHCE *'>lml n•,o•o• £Ur 11,.00 nn.., ,:,n: '"''"""'""· =· ""'T h>P.TICH or •= , or .... l't.\T o, IVIU.Dnmnl NDlln'DUI OUL· [JA ?HD~ITIUAt. rJ.RII Of --J,1 ,rnor,tllO 2N YDLUIIS 101 DP ~"'n, ;:~~: """ "· ~ or K1rk !Xllrlrn, v.u,int'1TOII, ouc11:um u O,Nn<Ht"IHG AT TU SO,,..HCIST COIUIR "' LDT l Of •• uo •r.oc~ 'I ffl=! OOl!T~ t••a•o•• VEIT ...... ~ TIit lAIT Ll•E or 1A7i I OF ••>D •«><:>< 1 • 011,...,,CI o• Ol<.t• nsr TO TKE nv• .. , .... or""''""'"'" :nr..,c• ct>HTIHU<r•• """'" n•oo•••• •UT '"•" >EET, TKPltt •cnmr ... ., .... IIUT "·" ru. TO TIii "'"'lll lWIO!lr or sol!tH•o:iaT •UT ,run, T~t.C"• •oAn n•,••o,• lrnT ~"'"" u<D .,.. •• ,~ us.•• nET, ,.. ..... ••UK ,•so•n• '"" 110.00 ,.n; THtNCI ....... 11•,,•o,• VUT 1•1,t, fl<Tt r•£Ncl ,a...., 1•,a'U" MIU U0,09 "'ET T1:> TIil: •o""" KIIJCJM or acormrUT Hn ..,..UT: ntNc1 11'1>111'1< U'H'0,0 W•IT ILD•<> .. JO n•IC[H U.H rltT! TUNCE •onU ,•oo•u· ••• , ., •.•• r•""' TlrP<Ct IDATM ... ,, • .,.. VUT , .... , ... .,., Ta&Het 110,rTK ,., •• ., ••• ..,, u,,, nu, TIIINCt •ORTH 11•0,,1,• WI.ST .... ,·= TO :nr• NOUKE.O.OT oi,IUIIJl Of l,(lf I or •UD ·= 1, TIIDIQ: !itllml O)•,o•u• un LINt ,o.09 11:rt 1'> .... ,01m1E>n COAK"" or,..,,., or••••"'"'"'., ni:c,rcc ••Rnr ,. •• , . .,. ~ .... Ai.Ollc HIO ODln'H LIN? ,.,,17 Ptn, TlrH"1: •o•n. ··••'•Y" un uo.oo , • .,,.: ... a,c• ••rmi """'"" !In ,u.70 nrr.,,, TIil w,n ~••£ "' nro ••n n,.11 rttr or IAID •=• t; T•arc< """'~ 1••0•00• ton 11,CHO OHD HUT LJU HJ,IJ rtET: THINCE '"""'" U'09'11• tAJ'I' n•,J< ,IE'Tt ,Ck •• CE IOlntl 1•U•o•• Wtl1' 0.U ftn, TNC/IC, ••inH .... ,.,,. ruT u, ••••• .,., TlrtNC! JOIITR J.•IO'O," ••rr I) ... 1'11!'1': ... ....,. ,...,.,, ......... u.ff n, .•• FUT ro 1111 nw< POI.,,. or Jl:<mlfr<"<, ""-·" m,,T J>oJlt"l'* or ~ ":I or ric "'" .,.. ....... ,_ --..... ,._ LlA Dl<lun!UM. PM![ or ~ M ·-l>f YOWIIE lOI of >1.ATI, PACO:S 1• Mt1 U, ........... Of J:IIIO·CO""", .. ....,rwcno,,, Dh<:llnlD U N-• ~Cll!Q u TU u ..... 1uT '"°"""" or LOT , of ouo """"" • r .,..... • ..,.,,.,. ,•u•"" wPT ....,,.0 .,.. l"ff uwo or t.on •"""' or , .. ,o ""'°"" , .. "'""""" of In•·" n:ru nnc• ao,m1 ••·n•u• un H,11 ru, n, n• ffotrTh ... nr• ar o...mrnn OST na1n1 T11nC1 110..,,, ...... .,. VEIT AUIO[C &AID'"'"""-·· ,n.u r•n TO"'" nw,r ..,:rllT or ,.,.011Z>101 fflD<el: """-fll l·H•1>• .. n n•.•• tin• THIHCI 110"'"' ... .,,n ........... ., tin, Tl!tPCI """"' , ... :JJ. IUT JlO ntt T<l TMt ...... , IVIMIO or IO!ITll~ut "" n'IIU'tt TIUIIICI -'""J>'D'" KUT -=• IWIGI• >H,I> Plff ........ 7IIVI ..,...,. or IEHll,UIIC, ..... """""'"' •• •= 1 or .... '"'' OP ILPIU,U<Q'OH ,,_ ..... o•U.· L.:JA ,ro:>rnffllM. •AN< Of........,,, Al Uct!IIUlD lk TOWIII: 100 or JU.TII, ,,...,.. l> MO,.,,.-o, Jll!O =-nt, _,_, ouc,riu,, H -" 00""111e1,r,a J.1' Tllr _......,. ...-.rn Of 1hr • or tUD •~ •1 f!lt,,"" aolml O•H•ot• 11t::tt -TU El,ff L.:1111 Of IDT•>..., l OP """' Bl,,llCll' I .. "'""""" .... nu ... ""' T11£NCt •ol11H ........ . lrUT J•.11 F<l'1' Tl> TIIC •o!tTII HAKIII or OGIJTIIIIUT 4UT onrzn: TIIIIIC'.R""""" U'>T•O• 111:0T A~ Ollll .. ltnr .... an 111.U l'lff/ TIIIIICI NDJtTII ,•,a·n· l':Al'T ua.oo F!ETI n111<:1 """"' ... ,, •• ,. MUT ...... nrn, ,.,,....,c ................ NUT ua.oo ,,..,,. TII ,.,,. """'" """"U OP "°""'"'IIT Un' '1'allr! 1'tlt>I"" l<Ol!1'II 00•0,•01• lfZft ......,., "''" """'"" '"·" un = ..,.. ..._..., l'OOT ,.,. ,m,.,., .. , ....... C ..... ,.. l"H'JI" DOT 21f,OI n:tt1 'l'>rDIU •Dltt'I! U')>'O,- Htt1' '"·" P<ff: 'nlllld ftlll'ftl ,•n•u• lrnT uo.o, rnr TO .,..o """""-••; .,._ ~ ••·~•·,,· ... n .. ,.n rn-r no'"''"-"" ro.,..."' ,n,1nr, ..... UTI mlfTA>NS •••• ,o -· ruT, =· TIIAT ........ .,., <H' OI.OCI< • or no: ..... T •• IUl<LIH-""""'""" ... .... LIA DIPVITtllM. ·-Dr ·-•• ,u;COlltllO [II Yl!WQ: ••• or ....... . ••nt: u """ ll, •-• or "'"" couwn, --• Dl:O<UHD It.I ~-· CD>IMffCIIIO .. , TIii '"'""Kilt ~Un or UIT 1 or ..... •r.or.:o: I I "nlElln OO<l'TW ............... .\LCIIIC TIIE -Lin OP ..... z I>!' u,o 11.0cr l A DIOTAtf<'I: D1 U!,I< Ufft TIID<CE IIOl!'l'ff o,•o,•St" ,, • .,. ,n.u ,...,.1 ""*"Cl......., 1•00•0,• IAff .,,., , .... , n<Dn:• •nn H•V,•S1• lr<IT ltl.01 Hit'/ ..... l!ICI ,rUll:tH 1•10'0J0 UIT ,i.u l"St'r; Tllll!CI: IIDIITII ...... .,. WEST , ... ,. nsr TO Tlr< NUT wro: or n,• P.OT ...... fEff or SAIO '"'°"" a """TIit tttr,: PDlll't or , .. n,. ,.,..,, """""" ..,,,.., 1•to•tt• u.n, ;n.u nrr TII TIil -LI•! OP L<IT I O •AIU ...... ~ U nan"""'"' •••••• ., ............ ~ tAIO aotlTli' UH """ lTS ~E:l'l"al<.T 1'11111.Dr""TIO• .. ,.1, Plff TO TX• ... IT """"'" or UHO AYl:IIU11 ffllrteE ........... ,.,,. WIST ...... ""' T>IEHCE UAYJHO HID S,,tH .... I IL\""lk IOUTl OO•H 'If" ltllT H> .u nn TII n,t ""'""""'" or ......... .,...,.,. CU>IVT CO.C,,'I'< TO ...... ...,. MAV'l'l<O A ....... ,,. or ....... ·-· lAio tUll'I L~--·-· 111ft' ••••••• rSIIT SAIS'rlO.l.f o, UID ... n ... u IIAIIVJM IA 111.\DtlL UMf '""'""'" f,\ID •=1111""' tr.us 10UT11 n•u•.,, lAIT!I flllllCE ro<m1• ULT ••••• ru, Al.011<1 IAIO CU"'I ,. ................. L ••au H .,.,. .... TO THE HUIININO or .. """"""" CU>!U .,,,,, ....... TD TKI: WUT ......... A IW>ZV, or Hf,T4 Plllnr -·· 00=111.1.r u.1~ f,:n •t.oora 11,[D tvltn fKa<MlH I c ......... L ...... ~. or ...... :,•: TIIDIC! IDUTII u•oo•u• ..... 11, •• , FUT n, •••• ~ ... T HUor• or i.IKO nll!Vt MD fflf lfP:IJIINlll<I Of .. •oN-TA.11~ cuor,f C1r11CA'll ,0 THI EUT BAYlNG A ... OlVO OF 1Hl ,H >U'I' (A -~~ UH TIii\"'-•OID HDl""lr•• ........ •D1ml to•U•o,• ori:n1, TlfllKCI SOllnHLT ~l,OHC •MD ~· A• ••c PlfflJla: Df fl ... nn "1 fflt ..,.,.,. H11• •• LOT • Of •Ar• BLl>CK " Tllffc, ·-•••••• ,,. lAST .o.r.orm SAID ""'"" H11s Jlt,11 r1n1 Tl<IIICI IIOIITII l"H'II" IHT 2'a.OO fliff; 1'11bc1 _,.,, ...... .,. U.ST Ill.Ta TIET/ trlact MOIITII l"H'.••· ""IT 14J.Sl ...... TO TIii TflVI .... NT or ... , ... , .... 1.CTC<IIIIAJNJl>ll,J11 .............. . ..._., 7IWr PD,;TJOII oP 11,0Q( , or TKII ,...,.. or IVIUJ-......... .,.. OIUi.- UA , __ P,t,M o, .._,.. ~.,, 1• -·, .. or n.,T1, ·>•c:Q 22 IUID ll. a.-c or-1U.-.: _,, .......... ..,,,,,, tlUca.!olO ~i 70UO.•• ncuuu AT TRI •wnw .. T COIINIR or ,..,, 9 •• SAID 11,00t z, T>OtltC> IIOlWlf IT'I0'01" YUT 1,i,01<C nn; N&IJn,,LT PROUONoATtO• OP l""a ffWII LtQ Ul. U FRI' 'TO TIii Q.fflRl.1 RI0 ............ U IIIJIDII or LUii> AUIIUS, nl!O:l: -..... , •• ....,. .. , ...... l!'I""'. CIIIIYI to11o:.1V. no TH .,..,......,,., ,.....,,.., ,. .....,..,. or ••·•• r.tn, n1A1C1 ::~Ml~Itl~~n,:::;,.,~ c-:::...~•,:.;";,/'·,~".,~ ~ ~: aclmllllLT -II! or 10l>n!WUT ,.,., -...<l'r "'"'"" u= 1'•H'1l" nn 1,IAI# u,i,,-11.UCJN ,u.<1 n1'1'1'>ntl llDIITnPT """""' or....., • ...,.,, Tlllll<:I: IOlltl i•oo•n· vu:r i,u,,,c, n11: wu,, '"""" or MID ..... ' ••• .,...,..,. or lO.IO ..... fll .. COll'l"'I: .,,...,. .. , .... TIii ==::.·.:r:·;;. A..::;'i'~~ ~~~·.;:,'., p:::~ :~:~ .-::~~·~r 01,11 IUT T>IRllllllR A Cll!TIIAL .u«::t.l; or Tl'lo•U• TO'"'~ • .., ... .. ~ .. UII' .,,,..,.,...,. , ...... -n:rr. -.. ... .. 161 8 BURLINGTON NORTHERN FILE NO. 8SP -014-92 A BINDING SITE PLAN SIGNATURE PAGE SECTION 30 , TWP. aJ N. , RGE. 5 E, W.M. SECTJON 3/, TWP 23 N. , AGE. 5 E, W.M Cl'rY OF RENTON , KING 11:HO>I lt.U. /'IEN Br THESE PR&$£HTS THAT 11£, nu UNDEl\U<;HEO, Ol!NE:RS HI n:c SXIIPLE or THE L.AHD HtRHt Pl.A't'TEO, HEREBY DteLARE THIS Pl.AT AND OWICATE TO TH£ PUBLIC FOR&Vtll., AL[, ROA.OS EASE11WTS AND lllt.U SHON!! ll&IU:OH WITH T1\E RICHT TO KIIK£ It.LL 11«:tsSAAY 9U>PEB f'OR CUTS ,II.I/I) FIU..S, AHO THE Rlt"l!T TO C'ON'l'IHIIE 'l'O DRAW $AID ROIi.OS AHO Wlt.Y3 DYER ANO ACROSS ANY LOT OR LOTS, 11/ltRE WATER Hli;;HT TAKE A lfATll,V.L COURSE, lll TIIE ORIGINAL Rl:lt.SOKADLE C.RADltl'G OF l'HE ROADS 1\110 lllt.U SHO\ffl HEll!:OH, ~U~~ ":;"~~:llR040 Pf!OP(l!Tl!':s, lfl;, :::. "::!l;;:f;,!:-- STATE or l<IASHlNCTONI , .. CO\)HTY OF KIIIC ) ClaRTln' THAT OH THU -Z~ !!!-, o ... y or u.t.,t. 8EFDR£ NE PtiiSoNAII:'l lt.PPEAREO IN III'l'HUS WHEREOF, S,\lD COIIPORliTlDII IMS Ci',tlSEO.JKIB lNSTRtrHEIIT 'JzBE EXEC'IITEO bT ITS PROPER orrrett TIIU-.:,~ DAY or c, , u_Q IH llITlltS"S l</HEREOr, I llAVE HEIIEUIITO s£T HT NMID AHD 1,rru:to KY ornc11,L StAL THE D,\J MD YEAR FIRST libDVt WltlrTEK. .::f1)}~·~·~:~\/( C·· -. ! STJ!!f Gt ~A.!;lfil/(;'1'011) _ .,..... )u ·cqt.l!ITY"af KlHC J R~ PlJflLI lfl All n>R ~ STliT ~Kill(;TON, IIESI~WG AT rtt:(r ~.'I C -~-,-• r · · · · Y.;r/ff" _ , I6 TD CERTIFY TCIKEKIIOWIIOez:TH t"GCRA PA- Ill' THE COIIPOKJ.TIOII HAT EC ED HE WITIIIII AIIO rDR!mOlHG lH- STRUlltllT, MIO ACKIIOIH,JroGED SAID JHIITRUHEKT TD !IE '!"Ht FREl!: It.ND VOLllllTlt.RY It.CT It.HD DtEO or 61,IC CORPOR1i'l'I0ll, FOR THE ll!a:s MfD P RPOSES THERtlll IIEll'TIONED, It.ND OH OATH ST,\TED TJIAT " AIITHoRISIW TO EXEC AID 111ST """"'-'' TllAT PORTION Of BIIR.Lil<GTOII IIOJ\rllli:IU! OR.I~lA INDIISTIUAL PARX OF REll70N OlVISIOII 1, Al: Pill!. PW,T RKDl!llEO 111 VOLt!HE 10! OF PW.T6, PAGES lI AND lJ, RECllllllS 01' Jl:lHG C0t7H"l'l:, DU:CIUPED AS fOLLQWS: Dt.Oel( 2; LCT6 l, 2, J, S, 7 AHD ,, AHO LOT 2 GF CITY DI' RENTON LOT LUtt lt.DJUSTMEJ.rr HO. LU,-ou-u. RtCOlltlJl:O UHDE!\ KlHG COIINT"i" RBCOIUIIH<: HD. t&D2l3~D0l/ TOCtTKI:I( WITH THOSE PORTlOH& DI' R11ILRDAD RIOICt-DF•li).Y LYIHll AOJI\CEl!T 'l'O t.OTG l, I, J, ~. 7, ! It.HD 9 Ill BLOCK 2, AS Sl!OWH OH THE PLIIT o:r BU1!LD!O'TOH NOJ!.'l'M&RK DRIU.Ilt. I110Ui5TRI-"L PARK OF :REHTOH DIVISIOII I, AS PE!\ PLAT IU:COJWCI IK YOW!!I: roe OF PL/I.TS, Plt.G'ES lI AHO l), REC0Rl1S 01' Jl:I:11(. COt7H"l'l:; SITllATt lN l'HE CI'l'Y Of RENTON, COt!lrn or KlllC, STATE or lfASHilll:i-ro,. ~: PMCEL 8 OF SHOR'!' PLAT 110. 371-79, ACCORDING '?D TH.I! Sl10R'T F..11.T RE=so UNDEJI: KIIIO COUNTY 11.f:COl!DIHG HD. 7~0920DDl: SITUl\TE lN Tl!E CI"l"t Of AS/ITON, Ct>U1'1TY or !(ING, S"tATt OT WASIIIIIC-=•- COUNTY , Wll.$HINGTON DEVEl.OPKENT OR COIISTRUeTlOH or ANY IHPROVBIIEIITS llPOM 'TH.IC REi',t, PROPEl':TY HtAEIH DE6CRIBED SIU,LL BE Ill litCORD,\HCE lflTJI THE Bill0ING i~~Eci11::L ":&;?,v'?n~!i:.T~~:~ :::rrR~~~~:~pfl01;_,'£y ~: CITY or RE!f1'0N DH !J'/h-, u_. THU '111DINC I.I'l'E PLAN lt.llO ALL or I'TS RE011IREIIEIIT8 SHALL BE LEI.it.LU ENrORCt.\BLE OIi A"1' PUl'ICKII.SDI. OR D"rl!ER PE!tSOH lt.CQUlRIIIC AH lHTER!S'I" Ill 'l'tlt WITHlll D'U"CRIISD REAi:. l'IIOPERT\'. It.ND lt.U,. POR7lDHS or Tll! PRDPD!TY Ill THU J\IHDINC SlT! Pl.It.II It.Rt SllllJ!.:T TO S!:TBA!:11; REOUIREHEIITS or CITY or RDITOr! SUBDIY1Sl0fl" DRDIHAHCE. U.NP svAYtmx • s c:enrrcut1 I HEROY CERTIFY TIIA'l' 71lIE BlNOUIG SIT£ FUf,1 IS BASED ON 7111: PRoPEll't'l &tlRVtY A!. PRl7ARn> BY Bt16H, ROED ""0 HI"<:HllfQS, I/IC., IIHD Rttl;,RDEO UHD~ Jl:ING cotmrr I\Et:OADllfC HD. '10SH9DD5, THAT 'l"HE 81;11.RIIIGS It.ND OtSTAHCH ARE SKOWH C:ORll.£CTLY, Allb Tlllt.'? TllE LOT CORHER!. SH/11.L Bi: BtT OH Tll! CROUNO. ""'"'""' EXAHINC0 It.ND APPROVED THU _bL DAY OF~' lUI A.O. 1t.~i~1 "Jrt-"u.~HG/80h,OIIIG}P0BL1C 1<1000 c.rN OF fill.NT~¥ AllstS5PB'§ Cf'.BIIUCATf:: / EX1t.RINEO """ lt.PAADVtO TH.IS ....2..£.__ OJ\Y or..Jv,.J' uu Ii.I). 1 k-(') I\' -L ,dt;!Zfc;f'0 · pn.. .. o s. 'tibur~ · fat~~ tlH!HCE PIBICl'W!'G cr:srrr,r;a:n, pp"CJ'(]R, kl~ OFFieE or rIIIARCI': ~ I liEREBY CE!I.TIF1" 'l'HAT ~ AR,: HO DELIHOU!NT SPe<::IJ..l, ASSESSIISHTS l>JfD THAT" ALL SPECIAL ABBElfS!a:l!TS tZR'l'Il'"IED '2'0 Tit!: CITY TRI:A!ltrllER P-OR COLLJ:CTIOII OH ilNJ" PROP&ATY IIJ:REIH Cow,r/lIHEO DEDICl,TJ;V TOR STR.S£T6, ~s, T J'llB:l.l:C UsE JIJtll: PAID Ill FOLL.. ~ tJ---/-,-----.:;;/u/o t,'£my 01' Ri:riolt r z.. MTieE DF PIJIAHCE IIE:CPBPIN!i CTRTTflq.T~: FILED FO'R RECORD AT THE REQ\/l!BT OF 'l'IIE CITY OF REHTOII ~ Dill' DI'~' Ui.J, A'l' ...J1__ MINUTES PAST ~ It.HD RECORDED IH VDLmi£ -~-o..---~s, E'AGU ~· CORDS OF Jl:INC-CODN'n:, HAsill:HC'folf. Loan No: 1 'I ASSIGNMENT OF RENTS (Continued) Page 7 Rents. The word "Rentsit means all of Grantor's present and future nghts, htle and interest in, to and under any and au present and future leasAs, mcludmg, wrthout lrmitatmn, all rents, revenue, income, issues, royalhes, bonuses, accounts reoervable, cash or secunty deposits, advance rentals, profits and proceeds from the Property, and other payments and benefits denved or to be derived from such leases of every ktnd and nature, whether due now or later, mcluding without llm1tat1on Grantor's righ! to enforce such leases and to receive and collect payment and proceeds thereunder THE UNDERSIGNED ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS ASSIGNMENT, AND NOT PERSONALLY BUT AS AN AUTHORIZED SIGNER, HAS CAUSED THIS ASSIGNMENT TO BE SIGNED AND EXECUTED ON BEHALF OF GRANTOR ON NOVEMBER 10, 2003. GRANTOR: rtles, U.C LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATEOF QgeC..Qr:,\ couNrv oF IA.IA. s..\:ht,1r ... ro"I ;• ) ss ) On !his th +h day of Nol/E.M BE.R. ' 20 0 3 ' before me, the undera,gned Notary Public, personally appeared Robert 0. Lanphere, Jr., Member of Lanphere Properties, LLC, and personally known to me or proved to me on fhe basis of sabsfactory evi~ence to be a of the l1m1ted l,ab1hty company that executed the Assignment of Rents and acknowledged the Assrgnment to be the free and voluntary act and deed of the l1m1ted llab1l1ty company, by authonty of statule, ,ts artJcles of organrzat1;,n or ,ts operating agreement, for fhe uses and purposes therein menboned, and on oath slated that he or she 1s authorized to execute this Assignment and in ract executed the Ass1gnment on behalf of the hm1led hab1hty company By_~~...,_,"""""/AM'I~~~---- Notary Pubtlc In and for lhe Slate of --'28., Residing at flr/('rt..4;1JQ . (2<'. ' My comrn1ssfon expires ~, U (2 00 S'" UaEII PAC l,p<ljno v..-si1 zoom C,,pr H•fl&nd FINIMl&.I Sok,lloftf Ille lWJ 101)3 ... u RiD!II .. IUH,..... -W.vtlll N \LPAOIQl'l\~PL1~,~?C TR ... VU'l PR-, .. . ' OFFICIAL SEAL C BURNE1'T NOTARY PUBLIC-OREGON COMMISSION NO 348556 MY COMMISSION EXPIRES AUG 6, 2005 ' 1' Loan No: 1 ASSIGNMENT OF RENTS (Continued) Page 6 Severablllty. If a court of competent Junsd1chon finds any prov1s1on of lh1s Assignment lo be illegal, mvelid, or unenforceable as to any c1rcumstance, that finding shall not make the offending proVJs1on illegal, inval1d1 or unenforceable as to any other circumstance If feasible, the offending prov1s1on shall be considered mochfied so that it becomes legal, vahd and enforceable If the offandmg prov1s1on cannot be so mod1f1ed, 1t shall be considered deleted from this Assignment Unless otherwise required byiaw, the 1llegahty, nwal1d1ty, or unenforceab1l1ty of any provision of this Ass1g nmenl shall no1 affect the legahty, val1d1ty or enforceab1l1ty of any other prov1s1on of this Assignment Successors and Assigns SubJect to any l1m1ls.bons stated m this Assignment on transfer of Grantor's interest, this Asstgnmenl shall be bmdmg upon and inure to the benefit of lhe parties, their successors and assigns If ownership of the Property becomes vested ma person other than Granter, Lender, without notice to Granter, may daal with Grantor's successors with reference to this Assrgnment and the tndebledness by way of forbearance or extension without releasing Granter from the obllgattons of this Assignment or l1ab111ty under the Indebtedness Time Is of the Essence Time 1s of the essence 1n th0 performance of this Assignment Wmve Jury Alf portoes to this ASslgnmenl hereb~ waive lhe rfghl to any Jury !rial In any action, proceeding, or counlerclafm brought by any party ogolnsl any olh~r party. WAIVER OF HOMESTEAD EXEMPTION. Granier hereby releases and waives all nghts and benefits of the homestead exemption laws of Iha State of Washington as to all Indebtedness secured by this Assignment WAIVER OF RfGtiT OF REDEMPTION N01WITH~AND1NG Al'N OF THE PROVISIONS TO THE CONTRARY CONTAINED IN THIS ASSIGNMENT, GRANTOR HEREBY WAIVES Am AND ALL RIGHTS OF REDEMPTION FROM SALE UNDER ANY ORDER OR JUDGMENT OF FORECLOSURE ON GRANTOR'S BEHALF AND ON BEHALF OF EACH AND EVERY PERSON, EXCEPT JUDGMENT CREDITORS OF GRANTOR, ACQUIRING Am INTEREST IN OR TITLE TO THE PROPERTY SUBSEQUENT TO THE DATE OF THIS ASSIGNMENT DEFINITIONS. The following cap1lalIZed words and terms,shall have the following meanings when used 1n this Asstgnment Unless spec1frcally stated to the contrary, all references to ctlollar amounts sharl mean amounts 1n lawful money of lhe United States of Amenca Words arid terms used m the smguJar s·hall include the plural, and the plural shall include the singular, as the context may require Words and terms not otherwise idefmed m this Assignment shall have the meanings attnbuted to such terms m the Uniform Commercial Code Assignment The word "Ass1gnmenl" means lh1s Assignment of Rents, as this Assignment of Rents may be amended or mod1fiad from time to time, together wrth all exh1brts and schedules attacheo to lhos Assignment of Renls from bme to time · Borcower. The word "Borrower'' means Lanphere Properties, LLC I Oe!aul1 The word "Default" means !he Default sef torlh in lh1s Assignment 1n the secbon btled "Defaull" Event of Default The words "Even! of Default" meS:n any of the events of default set forth m this Assignment 1n the default sectmn of ttus Assignment Gran1or. The word 11Grantor" means Lanphere Prcpe.rt1es, LLC Guarantor. The worq "Guarantor'' means any gUtlrantor, surety, or alXommoda11on party of any or all of lhe ,ndebtedness Gu11ranty The word "Guaranty" means the guaranty from Guarantor to Lender, mcludmg without l1m1tat1on a guaranty of all or part of the Nole lndebtedne.ss The word "Indebtedness" means all pnnC1pal, interest, and other amounts, costs and expenses payable under the Note or Related Documents, together wtth:all renewa1s of, extensions or, mod1flcat1ons of, consohdattons of and subst1luhons for the Nola or Related Dooumenls and any amounts expended or advanced by Lender to discharge Grantor's obhgat1ons or expenses incurred by Lender to enforce Grantor's obligahons under this Assignment, together wilh interest on such amounts as provided m this Ass1~nment Lender. The word '1..ender" means KeyBank National ('ssocrat1on, its successors and assigns Note. The word "Note" means the promissory note dated November 10, 2003, in the original principal amount of $747,719.00 from Granter to Lendor, together w,th all renewals of, extensions of, modtficattons ot, refil'lS.ncmgs of1 consolldabons of, and substltuhons for .. the promissory note or agreement Property, The word "Property" means all of Grantor's hghl, t1lle and interest ,n and to all the Property as descnbed in the "Assignment" sech:on of this Assignment · Related Documents The words ~elated Documents" mean au promissory notes, credit agreements, loan agreements, environments.I agreements, guaranties, secunty agr$emsnts, mortgages, deeds of trust, secunty deeds, collateral mortgages, and all other mstruments, agreements a:nd documents, whether now or hereafter existing, executed 1n connect10n with the Indebtedness Loan No: 1 ASSIGNMENT OF RENTS (Continued) Page 5 Attomeys' Feesj Expenses. Ir Lender mstilutes any surt or action to enforce any of the terms of thlS Assignment, Lender shall be entitled to recover such sum as !he court may adJudge reasonable as attorneys' fees at trial and upon any appeal Whe1her or not any court action is involved, and to the extent not prohibited by law, all reasonable expsnses Lender incurs that 1n Lender's opm1on ar;e necessary at any time for the proteohon of rts interest or the enforcement of 11s nghl&shafl become a part or the lndebledness payable on demand and shall baar interest at the Note rate from Iha data of the expenditure unbl repaid ' Expenses covered by this paragraph include, without f1milat1on, however sub1ect to any limits under applicable law 1 Lender's attorneys' fees and Lender's lega! expenses, whether or not there 1s a lawsuit, including attorneys' fees and expenses for bankruptcy proceedings (mclud1 ng efforts to modify or vacate any automatic stay or mJuncbon), appeals, ahd any anl1c1pated post-Judgment collection services. the cost of searching record's, obtammg bt!e reports (including foreclosure reports), surveyors' reports, and appraisal fees, title insurance, and fees for the Trustee, to the extant permitted by applicable law Granter also will pay any court costs, in addition to all other sums prOVJded by law MISCELLANEOUS PROVISIONS The following miscellaneous provisions are a part of this Ass1gnmenl , I Amendments. ThlS Assignment, together with any Related Oocumenls, conshtutes !he enbre understanding and agreement of the parties as to the matters set forth 1n !his Ass1gnmenl No alterat1on cf or amendment to this Assignment shall be effeobve unless given on wnt1ng and s1gne~ by lhe party or par!Jes sought to be charged or bound by Iha alteration or amendmenl Caption Headings Caphon headings m this Ass,gn(Jlant are for convanianca purposes only and are nol to be used to interpret or define the plbv1s1ons of this Assignmanl : Governing LIIW This Asstgnmen1 will be governed by, construed and enrorced In accordance with federal law and the taws of the State or Oregon, excep1 and only to the extent or procedural matters related to the pertecllon and enrorcement or Lender's rights and remedies against the Property, which matters shall be governed l>y the laws of the Stll1e or Washmgton. However, tn the event that the enlorceabtllty or validity or any provision DI this Assignment Is challenged or questioned, such provision shall be governed t,y whichever applicable state or federal law would uphold or would enforce such challenged or questfoned provision The loan transoclfon which Is evidenced by the Note and this Assignment h•• been applied for, considered, approved and made, and all necessary loan documents have been accepted by Lender 1n the State or Oregon Merger There shall be no merger of the interest or estate created by this assignment with any other interest or estate 1n the Property at any hme held by or for the banafil of Lender m any capacity, w,thoul the wntten consent of Lender Interpretation (1) ln all cases where I here 1s 111ore than one Borrower or G:rantor1 then all words used m th15 Assignment m the singular shall be deemed to have been used in the plural where the context and construction so require (2) If more than one parson signs this Ass1gnmant as 'Granter,' the obl1gat1ons of each Granter are Joint and several This means that 1f Lender bnngs a lawsuit, Lender may sue any one or more of the Granters lf Borrower and Granter are not the same person, Lender need not sue Borrower ftrst, and that Borrower need not be Joined m any lawsuit (3) The names given to paragraphs or secbons m this Assrgnment are for convenience purposes only They are not to be used to mterpret or define the provrsions of this Assignment No Waiver by Lender. Lander shall nol be deemed to have waived any nghts under this Ass1gnmant unless such warver rs given m wntmg and signed by Lender No delay or omission on the part of Lender 1n exercising any righl shall operate as a waiver of such nght or any olher nght_ A werver by Le.nder of a provision of this Assignment shall not preJud1ce or constitule a waiver of Lender's nght othetwise to demand stncl comphance w1lh that provrs1on or any other provrs1on of this Assignment No pnor waiver by Lender, nor any course of dealing between Lender and Granter, shall constrtute a wa,var of any of Lendefs nghls or of any of Grantor's obl1gat1ons as to any fUlure transac11ons Whenever the consent of Lender 1s required under this Asslgnrnertt, lhe granbng of such consenl by Lender in any instance shall not conshtute contmumg consent to subsequent mstSjnces where such consenl JS required and in an cases such consent may be granted or withheld in the sole d1scrabon of Lender Notices. SubJect to apit,llcable law, and except for notice required or allowed by law to be given m another manner, any notice required to bs given under this Ass1gnmen} shall be given 1n wntmg, and shall be effective when actually delivered, when actually received by telefacstmlle (unless otherwise required by law), when deposited wtth a nat,onally recognized overrnghl couner, or, 1f mailed, when dep'.os1ted m the Umted States ma1l 1 as first class, certified or registered mml postage prepaid, d1racled to the addresses sho\'/n near the beginning of this Assignment Any party may change ,ts address for notices under this Assignment by g1vmg formal wntten notice to lhe other parties, specifying that the purpose of the nonce 1s to change the party's address For nohca purposes, Granier agrees to keep Lender 1nformad at all hmes of Granters current address SubJect to applicable law, and except for nohoa required or allowed by law to be given m another manner, if there 1s more than one Granter, a,ty notice given by Lender to any Grantor is deemed to be notrce given to all Grantors I Powers of Attorney The vanous agencies and powers of attorney conveyed on Lender under this Assignment are granted for purposes of secunty and may nol be revoked by Granter unhl such time as the same are renounced by Lender '! Loan No: 1 ' ASSIGNMENT OF RENTS (Continued) Page 4 behalf under !hrs Assignment or the Related Documents rs raise or mrsleading rn any material respect, erlher now or at lhe bme made or furnished or becomes false or m1slead1ng at any time thereafter Defective Colloterahzatlon. Thrs Assignment er any of the Related Documents ceases to be rn full force and effect (mclud1ng failure of any collateral document to create a valrd and perfected secunty interest or lien} at any time and for any reason Death or insolvency. The dJssoluhon of Grantor's.(regardless of wh.ether elecl1on to contmue 1s made), any member withdraws from the l1m1ted l1ab11Jty company, or any other term1nat1on of Grantor's eXJStence as a going business or the death of any member, the insolvency of Granter, the appointment of a receiver for any part of Grantor's property, any assignment for the benefit of creditors, any type of creditor workout, or the commencement of any proceedmg under any bankruptcy or insolvency laws by or against Granter: Creditor or Forfeiture Proceedings. Commenee,ment of foreclosure or forfeiture proceedings, Wh8ther by 1ud1c1af proceeding, self-help) repossession or any other rriethod, by any creditor of Granier or by any governmental agency agamst the Rents or any property secunng the Indebtedness This includes a garnishment of any of Grantor's accounts, including deposrl accounts, wrth Lender However, lhrs Event of Default shall not apply rf there 1s a good farth drspute by Granter as to the validity or reasonableness of the claim which IS the basis of the creditor or forferture proceeding and if Granter gives Lender wntten notrce of the creditor or forterlure proceeding and deposits wrth Lender monres or a surety bond for the credrtor or forfeiture proceed1ng 1 m an amount determined by Lender, 1n its sole d1screl1on, as being an adequate reserve or bond for the drspute Property Damage or Loss The Property rs lost, sloien, substantially damaged. sold, or borrowed against Event& Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies er becomes rncbmpetent, or revokes or drsputes the valrdrty of, or lrab1lrty under, any Guaranty of the Indebtedness In the event o! a death, Lender, at rts optron, may, but shall not be required to, permrt the Guarantor's estate lo assume uncondltronally the obl1gabons arrsrng under the guaranty rn a manner satisfactory to Lender, and, 1n doing so, cure any Ev~nl cf Default Adverse Change A matenal adverse change occurs 1n Grantor's financial cond1hon, or Lender believes the prospect of payment or performance of the Jndebtedness 1s impaired Insecurity Lender rn good farlh belreves rtself insecure Cure Provisions. If any default, other than a default in payment 1s curable and 1f Granter has nol been given a notice of a breach of tho same provision of this Assrgnment·wrthrn the preceding twelve (12) months, It may be cured (and no event of default wdl have occurred) 1f Granier, after 1J3ce1vmg wntten notice from Lender demanding cure of such default (1) cures the default wrthin frfteen (15) days, or (2) 'rf the cure requrres more than fifteen (15) days, ,mmedrately inrlrates steps wh1Ch Lender deems m Lender's sole dJScretton to be sufficient to cure the defaull and thereafter contmues and completes all reasonable and necessary steps suffiCJent to produce compllance es soon as reasonably practical RIGHTS AND REMEDIES ON DEFAULT. Upon the occurrence of any Event of Default and at any hme thereafter, Lender may exercise any one or more of the following rrghts and remedres, in addruon to any other nghts or remedies provided by law Accelerate Indebtedness Lender shall have the nght et its option without n.otice to Granior to declare the eni1re Indebtedness 1mmed1ately due and payable, including any prepayment penalty which Grantor would be required to pay Colleel Rents. Lender 1hall have the nght, wrlhout notrce to Grantor, to take possession cl the Property and collect the Rents, including amounts past due and unpaid, and apply the net proceeds, ever and above Lende(s costs, against !he Indebtedness In furtherance cf this nght, Lender s~all have all the nghts provided for ,n the Lender's Rrght to Receive and Collect Rents Section, above If the Rents are collected by Lender, then Granter irrevocably designates Lander as Grantor's attcrney-1n-fact to endorse instruments r~ce1ved m payment thereof m the name of Granter and to negotiate the same and collect the proceeds Payments by tenants or other users to Lender in response to Lender's demand shall sahsfy the obligations for which the payments are made, whether or not any proper grounds for the demand eX1sted Lender may exercise ,ts nghts under this subparag~ph e1lhar m person, by agent, or through a receiver Appoint Receiver. Lender shall have the nght to have a receiver appornled to take possession of all or any part cf the Property, wrth the power to protect and preserve the Property, le operale the Property preceding or pendrng foreclosure or sale, and to collect the Renls from the Property and apply the proceeds, over and above the cost of the recervershrp, against the lndsbtedness The receiver may seive without bond rf permitted by law Lender's right lo the appointment of a receiver shall exrst whether or not the apparent value of the Property exceeds the Indebtedness by a substantral amount Employment by Lender shall not d1squalrfy a person from serving as a racerver Other Remedies Lend(!r shall have all olher rights.and remedies provided m this Assignment or the Nole or by law Etectlon Of Remedies Electron by Lender to pursue any remedy shall not exclude pursurt of any other remedy, and an election lo make expenditures or to take aclran to perform an oblrgatron of Granter under lhrs Assignment, after Grantor's failure to perform, shall no! affect Lender's right to d8clare a default and exercise its remedies Loan No: 1 ASSIGNMENT OF RENTS (Continued) Page 3 Main lain the Property. Lender may enler upon lhe Properly to mamla1n the Properly and keep the same m repair, to pay the cosls thereof and of all serv1oes of all employees, mcludmg their equipment, and of all continuing costs and expenses of marnlaJn1ng the Property m proper repair and cond1t1on, and also to pay all taxes, assessments and water ut1ld1es, and !he premiums on ftre and other msurance1effected by Lender on lhe Property Compliance with Laws Lender may do any and all things to execute and comply wrth the laws of the State of Washington and also all olher laws, rules, orders. ordrnances and requirements of all olher g:ovemmental agencies affscbng the Properly Lease fhe Property. Lender may rent or lease the whole or any part of the Property for such term or terms and on such condrt1ons as Lender may deem appropnate Employ Agents Lender may engage such agent or'agents as Lender may deem appropriate, either m Lender's name or 1n Grantor's name, to rent and manage the Property1 mcludmg the collection and appl1catlon of Renls Other Acts Lender may do air such olher thrngs anc:4 acts with respect to the Property as Lender may deem appropnate and may act exclusively and solely m the place and 'stead of Granter and to have all of the powers of Grantor for the purposes stated above 1 No Requirement to Act Lender shall not be required to do any of the foregoing acts or things, and the fact that Lender rh~~ have periormed one or more of the foregomg ac1ts or things shall not require Lender to do any other SPecmc act or APPLICATION OF RENTS. All costs and expenses mcurred by Lender m connection with the Property shall be for Grantor's account and Lender may pay such costs and expenses from the Rents lender, 1n rts sols d1screhon, shall determme the appt1Cahon of any and all Rents received by rt, however, any such Rents received by Lender which are not applied to such costs and expanses shall be applied to the Indebtedness · All expenditures made by Lender under this Assignment and not reimbursed from the Rents shall become a part of the Indebtedness secured by thrs Ass1gnmen~ and shall be payable on demand, with interest at the lilote rate from data of expenditure until paid FUU. PERFORMANCE If Granter pays all of the lnd~btedness when due and otherwise perforrms all the oblrgahons imposed upon Grantor under 1h15 Assignment, the Note, and the Related Documents, Lender shall exeoute and deliver to Granter a suitable satisfaction of this Assignment and suitable statements of termination of any fmanc1ng statement on file evidencing Lender's secunty interest m the Rents and th~ Properly Any termrnahon fee required by law shall be paid by Granter, If penm1tted by applicable law LENDER'S EXPENDITURES If any acbon or proceeding 1s commenced that would matenally affect Lender's interest 1n the Property er If Granter fails to comply with any provision of this Assignment or any Related Documents, 1nclud1ng but not hmrtad to Grantor's failure to discharge or pay when due any amounts G.ranlor 1s required to drscharge or pay under this Assignment or any Related Documents, Lender on Grantor's behalf may (but shall not be obligated to) take any aclion that Lender deems appropnalet mcludmg but nol llm1ted to discharging or paying all taxes, liens, secunty interests, encumbrances and other claims, al any time levied or placed on the Rents or the Property and paying all costs for 1nsurmg, maintammg and preservmg the Property All such expendrtures incurred or paid by Lender for such purposes will then bear interest at the rate charged under lhe Note from. the date incurred or pa1d by Lender to the date of repayment by Gran tor All such expenses w1U become a part of the lndebtetness and, at Lender's option, will (A) be payable on demand, (B) be added to the balance of the Note and be apportron-ed amcng and be payable with any installment payments to become due dunng either (1) the term of any applicable msurance policy, or (2) lhe remaining term of the Note, or (C) be treated as a balloon payment which will be due and payable at the Note1s maturrty The Assignment also wlll secure payment of 1hese amounts Such nght shall be m add1hon to all other nghts and remedies to which Lender may be ent1Ued upon Delault DEFAULT Each or the followmg. at Lender's option. shall lconst1tule an Event of Default under thrs Assignment Payment Default Gran tor fa11s to make any paymenf when due under the l ndebtedness Olher Defaults. Grantor fails to comply with or to perform any other term, obhgat1on, covenant or condit1on contained in this Assignment or m any of the Related Documents or to comply with or to perform any 1erm, obl1gation, covenant or condthon contained in any other agreement between Lender and Granier Default on Other Payments. Failure ct Grantor w1tf11n the trme required by thrs Assignment to mal<e any payment for taxes er insurance, or any other payment necessary 16 prevent filmg of or to effect d1soharge of any hen Default tn Favor of Thn:d Parties. Granter defaults under any loan, extension of credrt, secunty agreement, purchase or sales agreement, or any other agreement, 1n favor . of any other creditor or parson that may materially affect any of Grantor's property or Grantor's abiltty to perform G'rantor's obhgal1ons under this Assrgnment or any of the Related Documents Environmental Default. Failure of any party to eolTiply with or perform when due any term 1 obl1gat1on, convenant or cond1l1on contained 1n any environmental agreement executed 1n connection with Iha Property False Statements. Any warranly, representation or statement made or furnished to Lender by Granter or on Grantor's ' ' Loan No: 1 ASSIGNMENT OF RENTS (Continued) I Page 2 ASSIGNMENT For valuable consideraticin, Grantor hereby assigns, grants a continuing security interest in, and conveys to Lender all of Grantor's right, title, and interest m and to the Rents from the following described Property located in King County, State of Washington: NEW LOT 2 OF LOT LINE ADJUSTMENT MAP (BEING CITY OF RENTON FILE NO. LUA-94-157-LLA) AS RECORDED UNDER KING COUNTY RECORDING NO. 9511299006, BEING A PORTION OF LOTS 2 & 3 OF BURLINGTON NORTHERN BINDING SITE PLAN (BSP-014-92) AS PER PLAT RECORDED IN VOLUME 161 OF PLATS, PAGES 8-11 AND UNDER RECORDING N0.9206302696; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ' The Property or its address is commonly known as 3701 East Valley Road, Renton, WA 98055. The Property tax identification number is 1253600020 CROSS-COLLATERALIZATION. In add1lron to the Note, !hrs Assignment secures all oblrgalrons, debts and habrlrt1es, plus interest thereon, of Granter to Lender, or any one or more of them, as well as all claims by Lender against Granter or any one or more of them, whether now eXJstmg or hereafter ansmg, whether related or unrelated to the purpose of the Note, whether voluntary or otherwise, whether due or not due, d1recti or md1recf1 determined or undelermmed, absolute or conbngent, hqwdated or unhqu1dated whether Grantor may be llabla 1nd1V1dually or Jointly with others, whether obligated as guarantor, surety, accommodat1on party or otherwise, and whether recovery upon such amounts may be or hereafter may become barred by any statute of lrmrtatrons, and whether the oblrgalron to repay such amounts may be or hereafter may become othe!'VY1se unenforceable THIS ASSIGNMENT IS GIVEN TO SECURE (1) PAYMENT OF THE INDEBTEDNESS AND (2) PERFORMANCE OF ANY AND AU. OBLIGATIONS OF GRANTOR UNOER THE NOTE, THIS ASSIGNMENT, AND THE RB.ATED DOCUMENTS. THIS ASSIGNMENT IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS • PAYMENT AND PERFORMANCE Except as otherwise provided m this Assignment or any Related Documents, Grantor shall pay to Lender all amounts secured by this Assignment as they become due, and shall stnctly perform all of Granlor's obl1gal1ons under this Assignment Unless and until Lender exercises ,ts nght to collect the Rents as prov,ded below and so tong as there 1s no default under this Assignment, Granier may remam m possession and control of and operate and manage the Property and collect the Rents, provided lhat the granting of lhe right to collect the Rents shall not constitute Lender's consent lo the use of cash collateral in a bankruptcy proceeding GRANTOR'S REPRESENTATIONS AND WARRANTIES Granlor warrants that ' ownership Granter IS entitled to receive the Rents 1re:e and clear of all rights, loans, hens, encumbrances, and clauns except as d1Sclosed to and accepted by Lender 1n wrrlrng Right to Assign Grantor has the tu!I right, power a!nd aulhor1ty to enter mto this Assignment and to assign and convey the Rents to Lender · No Prlor Assignment. Granter has not prev10usly ass1gned or conveyed the Rents to any other person by any instrument now m force '° No Further Transfer. Granter wdl not sell, assign, encumber, or otherwise d1spose of any of Grantor's nghts in 1he Rents exoept as provided rn this Assignment LENDER'S RIGHT TO RECEIVE AND COLLECT RENTS. Lender shall have the right at any time, and even I hough no defaull shall have occurred under !hrs Assignment, to col\ect and receive the Rents For 1h15 purpose, Lender IS hereby grven and granted the following nghts, powers and authority Notice to Tenants Lender may send notices to any and all tenants of the Property advising them of thrS Assignment and direclmg all Rents to be paid directly to Lender or1Lender's agent Enter tlle Property. lender may enter upon and take possession of the Property, demand, collect and receive from the tenants or from any other persons hable therefor, all of n,e Rents, mst1tute and carry on all legal proceedings necessary for the proleclron of the Property, including such proceedings as may be necessary to recover possession of the Property, collect the Rents and remove any tenant or tenanls or other persons from the Property j RETURN ADDRESS: Keyeank National Assoc!abon Mall Code· ID-51>-Pc--0125 431 Parkcen1er Blvd. - Po Box 5278 Boise, ID 83705 "20200037770700000000010614" ASSIGNMENT OF RENTS Reference # (11 applicable)· ---------- Grantor(s) 1. Lanphere Properties, LLC Grantee(s) , 1 KeyBank National Assoc1at1on Legal Descnptmn New Lot 2 of Lot Line AdJ #LUA-94-157-LLA Assessor's Tax Parcel ID# 1253600020 Add1t1onal on page _ Add1t1onal on page 2 THIS ASSIGNMENT OF RENTS dated November 10, 2003, is made and executed betw, Lanphere Properties, LLC, an Oregon Limited Liability Company (referred to below "Granter") and KeyBank National Association, whose malllng address Is 10888 SE N Street, Milwaukie, OR, 97222 (referred to below as "Lender"). ,' I I' I • Loan No: 1 of Trust DEED OF TRUST (C~i'ntinued) Page 11 Related Documents. The words NRelated Documents" mean all promissory notes1 credit agreements, loan agreemenls, guaranbes, secunty agreaments, mortgages, deeds of trust, secunty deeds, collateral mortgages, and all other instruments. agreements and documents, whether now or hereafter ex,sl1ng, executed ,n connection with the rndebtedness, provided, that the environmental mdemn1ty agreements are not "'Related Documents" and are not secured by this Deed of Trust Rents. The word "Rentslt means all present and future rents, revenues, income, issues, royaltres, pro~ts, and other benefits denved from tile Property Trustee. The word 'Trustee" means Commonwealth Land Title Company of Puget Sound, whose mailing address is 1200 SDdh Avenue, Suite 100, Seattle, WA 98101 and any subshtute or successor trustees GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND GRANTOR AGREES TO ITS TERMS GRANTOR erties, LLC LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF __ Q.,_._f:-f~C:--z-P~cJ~--- ) ss ) On this ( 'p f'h day of NQ\J~ &E.R, , 20 03 , before me, the unde,s1gned Notary Public, peisonally appeared Robert D Lanphere, Jr., Member of Lanphere Properties, LLC, and peisonally known to me or proved to me on Iha bas,s of set,sfactory evidence to be a of the 1,m,ted hab1l1ty company that executed the Deed of Trust and acknowledged the Deed of Trust to be lhe free and voluntary act and deed of the hm1ted hab1l1ty company, by authonty of statute, lls articles of organ,zahon or lls operahng agreement, for the uses and purposes therein mentioned, and on oalh stated that he or she 1s aulhon2ed to execute this 1Dood of Trust and m fact executed the Deed of Trust on behalf of the l1m1ted hab1lrty;~mp~~-.!t- By C/.9~ Residing at PORTLAND I OR Notary Publlc In and ror the State of ..12.Js My commission expires f / r , / -Z 005 I I • OFFICIAL SEAL C BURNETT NOTARY PUBLIC-OREGON COMMISSION NO 348556 MY COMM,SSIO~ CXP•RES AUG 6, 2005 • ' Loan No: 1 DEED OF TRUST (Continued) Page 12 REQUEST FOR FULL RECONVEYANCE To , Trustee The undersigned ES the legal owner and holder of al! indebtedness secured by th,s Deed of Trust You are hereby requested, upon payment of all sums ow,ng to you, to reconvey wrthoul warranty, to the persons enhlled thereto, the nght, blle and 1nlerest now held by you under the Deed of Trust Date: _______________ _ I , I Beneficiary:--------- By• ~~~~~~ Its. ________ _ Loan No: 1 DEED OF TRUST (Continued) Page 10 becomes legal, valid and enforc,,able If the offending prov1s1on cannot be so modified, 1t shall be considered deleted from lh1s Deed of Trust Unless otheiw1se required by law, lhe 1llegahly, 1nvahd1ly, or unenforceabllily of any prov1s1on of lh1s Deed of Trust shall not affect the legality, vahd1ly or enforceab1hly of any other provision of this Deed of Trust Successors and Assigns. Subject to any l1m1taho~s stated m this Deed of Trust on transfer of Grantor's interest, this Dead of Trust shall be b1nd1ng upon and inure to the benefit of the parties, their successors and assigns II ownership of the Property becomes vested in a person other than Grantor, Lender, without nohce to Grantor, may deal wilh Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without releasing Granter from the obl1gaflons of this Deed of. Trust or l1ab1hly under the Indebtedness Time Is of the Essence. Time 1s of the essence m the performance of this Dead of Trust ' Waive Jury. AU parties to tnls Deed of Trust ner~by waive lhe roghl to any Jury trial In any acllcn, proceeding, or ccunlerclalm brought by any party against any other party Waiver of Homestead EXemp!lon. Granter here~y releases and waives all nghts and benefits of the homestead exemption laws of the Slate of Washington as to all lndebledness secured by lh1s Deed of Trust I DEFINITIONS The following cap1tallzed words and terms shall have the tollowmg mearnngs when used m this Deed of Trust Unless spec1frcally stated to the contrary, all references tq dollar amounts shall mean amounts m lawful money of the Urnted States of Amenca Words and terms used m the singular shall include lhe plural, and the plural shall include the singular, as the context may require Words and terms not otherwise defined in this Deed cf Trust shall have the meanings attnbuted to such lerms in the Uniform Commercial Code , Beneficiary. The word "Beneficrary" means KeyBank Nahonal Assoc1at1on, and ,ts successors and assigns Borrower. The word "Borrower" means Lanphere Properl!es, LLC, and all other persons and en11ues signing the Nole m whatever capacity Deed .of Trust The words "Deed of Trust" mean this Deed of Trust among Granter, Lender, and Truslee, and includes without l1m1taflon all assignment end secunty rnteresf provisions reJatlng to the Personal Property and Rents • Delaull The word "Default" means lhe Default set forth ,n this Deed of Trust m the secnon blled "Default" Event of Derautl The words "Event of Default" mean any of the events of default set forth m this Deed of Trust m the events of defautt secl1on of this Deed of Trust : I Exls11ng lndebledness. The words "Ex1sbng lnde~tedness· mean the mdebledness descnbed m !he Exlstmg Liens provision of this Deed of Trust ! Granier The word "Granter" means Lanphere Properties, LLC Guarantor. The word "Guarantor" means any gJarantor, surety, or accommodal1on party of any or a!I of the Indebtedness Guaranty. The word "Guaranty" means the guaranty from Guarantor to Lender, 1ncludmg w1lhout l1m1tabon a guaranty of all or part of the Nole Improvements The word "Improvements" means:all existing and future improvements, bu1!dmgs, structures, mobile homes affixed on the Re,:ll Property, fac1l1ttes, add1t1ons, replacements and other construction on the Real Pmperty Indebtedness. The word "Indebtedness" means all:pnncrpa!, interest, and other amounts, costs and expenses payable under the Note or Related Documents, together wil/r all renewals of, extensions of, mod1ficat1ons of, consol1dat1ons of and subst,fubons for the Note or Related Documents and any amounts expended or advanced by Lander to discharge Grantor's obhgatrons or expenses incurred by Trustee or Lender to enforce Grantor's oblrgahons under this Deed of Trust, together with interest on such amounts as provided m this Deed of Trust Lender. The word "Lender" means KeyBank National Assoc,atron, ,ts successors and assigns Note. The word "Note" means the promissory note dated November 10, 2003, in the original principal amount Of $747,719.00 from Granter to Lerider, together with all renewals of, extensions of, mod1ficat1ons of, refinancmgs of, consohdat1ons of, and subst1tul1ons for !he promissory nole or agreement NOTICE TO GRANTOR. THE NOTE CONTAINS A VARIABLE INTEREST RATE.; Personal Property The words nPersonal Property" mean al! equipment, fixtures, and other articles of personal property now or hereafter owned by Granter, and now or hereafter attached or affixed to the Real Property, together with all accessions, parts, and Gdd1bons to, all replacements· of, and all subst1tul1ons for, any of such property, and together w1lh all issues and profits thereon and proceeds (mcludmg Without l1m1tat1on all insurance proceeds and refunds of premiums) from any sale or other d1spos1tton of the Property Property The word "Property'' means collechvely Iha Real Property and the Personal Property I Real Property The words "Real Property" mean the real property, inlerests and nghts, as further descnbed m this Deed .. Loan No: 1 DEED OF TRUST (C?ntinued) Page 9 Trustee Trustee shall meet all quallficabons requireµ for Trustee under applicable Jaw In addobon to the nghts and remedies set forth above, with respect to all or any part al the Property, the Trustee shall have the nghl lo foreclose by nol1ce and sale, and Lender shall have the nghl to foreclose by Jud1c1al foreclosure, m either case m accordance with and to the full extent provided by applicable law i Successor Trustee Lender, at Lender's option, ariay from time 1o time appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an instrument executed and acknowledged by lender and recorded m the office of the recorder of Krng County, State of Washington The instrument shall contain, in addition to all other matters required by state law, the names of the ong1nal Lender, Trustee, and Granter, the book and page or the Aud1lor's File Number where this Deed of Trust 1s recorded 1 and the name and address of the .successor truslee, and the instrument shall be executed and acknowledged by lender or 11s successors m interest The successor trustee, without conveyance of the Property, shall succeed to all the trtle, power, and duties conferred upon the Trustee in !hos Deed of Trust and by applicable law This procedure for substitution of Trustee shall govern to the exclus,on of all other provisions for substitution NOTICES SUbJec! to applicable law, and except for noi1ce required or allowed by law to be given m another manner, any notice requrred to be given under thrs Deed of Trust, mc\udmg without hm11at1on any nottce of default and any nohce of sale shall be given m wnhng, and shall be effactwe when ~ctually delivered, when actually raoe,ved by telefaos,mole (unless otherwzse required by law), when deposited with a natio:nally recognized overnight couner, or, If mailed, when deposited in the Umted States mall, as first class, cert1hed or reg1steriid mall postage prepaid, direcled to the addresses shown near the begmmng of this Deed of Trust All copies of nohces of foreclosure from the holder of any lien which has pnority over th1S Deed of Trust shall be sent to Lender's address, as shown near the beg1nmng of th1S Deed of Trust Any party may change ,ts address for notices under this Deed of Trust by govmg formal wntten notice to the other parties, spec1fymg that the purpose of the nohce IS to change the party's address For not1ce,purposes, Granter agrees to keep Lender informed at all limes of Grantor's current address Sub1ect to applicable law, and except for notice required or allowed by law to be given ,n another manner, d there 1s more than one Granter, any notice given by Lender to any Granter 1s deemed to be notice given to all Grantors · MISCELLANEOUS PROVISIONS. The lollowmg miscellaneous prov1s1ons are a part of this Deed of Trust Amendments This Deed of Trust, together with any Related Documents, oonsb!utes the entire understanding and agreement of the parties as to the matters set lorth on this Deed of Trust No afterabon of or amendment to this Deed of Trust shall be effective unless gLven m writing and srg'ned by the party or parties sought to be charged or bound by the alteration or amendment I Annual Reports If the Property 1s used for purposes other than Granlo(s residence, Granter shall furnish to Lender, upon request, a certified statement of net operating income received from lhe Property dunng Grantor's previous fiscal year 1n such form and detail as lender shall require "Net operabng income" shall mean. all cash receipts from the Property less all cash expenditures made m connech~n with the aperallon of lhe Property captton Headings Ca~hon headings 1n this Deed of Trust are for convenience purposes only and are not to be used to interpret or define Iha pnov1s1ons of this Deed of Trust Merger There shall be no merger of the interest or estate creatad by this Deed of Trust with any other interest or estate tn the Property at any time held by er for the benefit of Lender m any capac1ty1 WTthout the wntten consent cf Lender Governing Law. This Deed of Trust wlll be governed by, construed and enrorcect In accordance wltt'I tederal law and lhe tuws of the Stale of Oregon, except and only to the extent or procedural matters related 10 the perfeclfon and enforcement or Lender's rights and remedies against the Property, which matters shall be governed by the tuws or the State of Washington However, In the !,vent that the enforceability or validity of any provision or this Deed of Trust Is chllHenged or questioned, sue!\ provision sl1all be governed by Whichever appllcebfe stale or federal IIIW would uphold or would enforce such challenged or quesffoned provision The roan transaction Which rs evidenced by the Note and this Deed ot Trust: has been apptted for, considered, approved and made, and au necessary loan documenls have been accepted by Lender rn the Stale of Oregon I No Waiver by Lender. Lender shall not be deemed to have waived any nghts under this Deed of Trust unless suoh waiver os given 1n wnhnlt and signed by Lender. No: delay or om1ss1on on the part of Lender m exercising any right shall operate as a waiver of such nght or any other nghi' A waiver by Lender of a provision of this Deed cl Trust shall not preJud1oe or constitute a waiver of Lender's nght otherwise to demand stncl compliance with that proviS<on or any other prov1s1on of this Deed of Trust No prior waiver by Lender, nor any course of deahng between Lender and Granter, shall constitute a waiver of any of Lendefs nghts or of any of Grantor's obl1gahons as to any future transactions Whenever the consent of Lender os required under this Deed of Trust, the granbng of such oonsenl by Lender m any instance shall not conshfute conllnumg consent to subsequent inslimces where such consent 1s required and 1n all cases such consent may be granted or withheld rn the sole discretion of !Lender Severablllty If a court of compelent Junsd1ct1on fihds any prov1s1on cl this Deed of Trust to be illegal, ,nvahd, or unenforceable as to any circumstance, that fin~1ng shall not make the offending provrs,on illegal, invalid, or unenforceable as lo any other circumstance If feasible, the offending provrs1on shall be consrderad modified so that 1t Loan No: 1 DEED,OF TRUST (C~:mlinued) Page 8 Foreclosure W1lh respect to all or any part of the Real Property, the Truslee shall have the nght to exercise ,ts power of sale and to foreclose bX notice and sale, and Lender shall have the nght to foreclose by Judicra! foreclosure, in e1!her case m accordance with and to the full eXlent provided by appltcable law UCC Remedies With respect to all or any part of the Personal Property, Lender shall have all the nghts and remedies of a secured party under lhe Uniform Commercial Code Collect Rents. Lender shall have the right, w1lhoul notice to Granier to take posS<1ss1on of and manage the Property and collect the Rents, 1ncludmg amounls past due and unpaid, and apply the net proceeds, over and above Lender's cos1s, against the Indebtedness In furtherance of this nght, Lender may require any tenant or other user of tha Property to make payments of rent or use fees directly to Lender Jf the Rents are collected by Lender, then Granter ,rrevocably designates Lender as Grantor's attorney-in-fact to '.endorse rnslruments received rn payment thereof rn the name of Granter and to negotiate the same and collect the proceeds Payments by tenants or other use~ to Lender m response to Lender's demand shall satisfy the obl1gahons for which the payments are made, whether or not any proper grounds for the demand @sled Lender may exercise ,ts ngrlts under this subparagraph either m person, by agent, or through a recerver · Appoint Receiver Lender shall have the nght to have a receiver appornted to take possession of all or any part of the Property, w,lh the powe, to protect and preserve the ,Property, to operate lhe Property preceding or pending foreclosure or sale, and to collect !he Rents from the Property and apply the proceeds, over and above the cost of the rece1versh1p, against the Indebtedness The receiver may se,ve without bond If permitted by law Lender's nght to the appointment cf a rece,ver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial amount Employment by Lender shall not d1squaltfy a person from serving as a receiver Tenancy al Sufferance It Granter remains m pOSS<ISSJon of Iha Property after the Property IS sold as provided above or Lender otherwise becomes ent1tled lo possession pf the Property upon default of Granter, Granter shall become a tenant at sufferance of Lender or Iha purchaser dt the Prop,,rty and shall, at Lender's option, either (1) pay a reasonable rental for the US<! of the Property, or (2) vacale the Property 1mmed1ately upon Iha demand of Lender Olher Remedies. Trustee or Lender shall have any other nght or remedy providlld 1n !his Deed of Trust or the Note or bylaw Notice of sate Lender shall give Grantor reasonable noftce of the time and place of any public sale of the Personal Property or of the bme after which any private sale ot other intended d1sposrbon of the Personal Property 1s to be me.de Reasonable notice shall;.mean notice given a1 least ten (10) days before the bme of the sale or d1spos1hon Any sale at the Personal Property mey be made m con1unct1on with any sate of the Real Property Sate of the Property. To the extent permitted by applicable law, Granter hereby waives any and all nghts to have the Property marshalled In exercising 1ls nghts and remedies, the Trustee or Lander shall be frea lo S<III all or any part of the Property together or separately, rn one sale or by separate sales Lender sharl be ent111ed to bid at any public sale on alt or any portion of !he Property Attorneys• Fees; Expenses. lf Lender 1nst1lutes any suit or action lo enforce any ·of the terms of this Deed of Trust, Lender shall be entitled to recover such sum as the ·court may adJudge reasonable as attorneys' fees at tnal and upon any appeal Whether or not any court acl!on Is inVolved, and to the extent not prohibited by law 1 all reasonable expar1ses Lender mcurs that m Lender's opm1on are necessary at any bme for the proteellon of its interest or the enforcement of its nghts shafl become a part of the Indebtedness payable on demand and shall bear interest at the Note rate from the date of lhe expenditure unhl repaid Expenses covered by this paragraph include, wrthout llm1lat1on, however subJect to any l1m1ts under applicable law, Lender's attorneys' tees and Lender's legal expenS<ls, whether or not there 1s a lawsu11, rncludtng attorneys' fees and exf;!enses ror bankruptcy proceedings (mclud1ng efforts to modrfy or vacate any automatic stay or 1n1unct1on), appeals, and any anticipated post-Judgment coUecbon services, 1he cost of searching records, obt81rnng title reports (mcludmg foreclosure reports), SU/Veyors' reports, and appraisal fees, title insurance, and fees for the Trustee, lo the extent permitted by apphcable law Granter also will pay any court costs, in add1!1on to all olher sums provided by law · Rights of Trustee Trustee shall have all of the nghts and duties of Lender as set forth in this section POWERS AND OBLIGATIONS OF TRUSTEE. The tollJwmg prOV1s1ons relating to the powers and obltgat1ons of Trustee (pursuant to Lender's mstruct1cns) are part of this Deed ofTrusl Powers of Trustee In addition to all powers of TruStee ans1ng as a matter of law, Trustee shall have the power to take the followmg actions wrth respect to the Property upo'n the wntten request of Lender and Granter (a) Join m prepanng and filing a map or plat of the Real Property, mc!ud1ng the ded1cahon of stree!s or other nghls to the plibhc, (b) 10m m granhng any easement or creatrng any restnchon on the Real Property, and (c) Jam in any subordinabon or other agreement aHechng this Deed of Trust er the interest bf Lender under this Deed of Trust Obligations to Nomy. Trustee shall not be obligated to notify any other party of a pending sale under any other trust deed or lien, or of any ~cl1on or proceeding m wh,qh Granter, Lender, or Trustee shall be a party, unless required by applicable law, or unless the action or proceeding 1s ~rought by Trustee i Loan No: 1 DEED OF TRUST (C~mtinued) Page7 steps suffic1enl to cure the farlure and thereafter con11nues and completes all reasonable and necessary steps sufficient to produce compllance as soon as reasonabty pract1~al Default on Olher Paymenls Failure of Granter w,tH,n the time required by this Deed of Trust to make any payment for taxes or insurance, or any other payment necessary \o prevent f1lmg of or lo effect discharge of any hen Default In Favor of Third Parties Should Granter' default under any loan, extension of credit, secunty agreement, purchase or sates agreement, or any olher agreemenl, 1n favor of any other creditor or person that may matenally affect any of Grantor's property or Grantor's ability lo repay the Indebtedness or perform their respecnve obhgat,ons under this Deed of Trust or any of the Related Documents · False Statements Any wanranty, representation or statement made or fum1shed to Lender by Granier or on Grantor's behalf under this Deed of Trust or the Related Documents IS false or m1slead1ng in any matenal respect, either now or at the time made or furmshed or becomes false or m1sleadmg at any time thereafter Defective Col!alerallza11on. This Deed of Trust or ~my of the Related Oocumenls ceases to be in full force and effect (mcludmg farlure of any collateral document to crest~ a valid and perfected security interest or lien) al any lime and for any reason ' Death or Insolvency The d1ssotubon of Grantor's (regardless of whether elecbon to continue 1s made), any member wrthdraws from the llmrted llab1hty company, or any other termmabon of Grantor's existence as a gomg busmess or the death of any member, the insolvency of Grantor, th8 appointment of a receiver for any parl of Grantor 1s property, any a.ssignmant for the bene'ht of creditors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insolvency laws by or aga.mst Grantor Credltor or Forfeiture Proceedings. Commencer'nent of foreclosure or fcrferture proceedings, whether by Jud1c1al proceedmg, self-help. repossessmn or any other m1:1thod, by any creditor of Granter or by any governmental agency against any properly secunng the Indebtedness T~,s moludes a gam1Shment of any of Granto~s accounts, mclud1ng deposit accounts, with Lender However, this Event ,or Default shall not apply 1f there IS a good lallh dispute by Granter as to the val1d1ty or reaspnab!eness of the claim wh1ah 1s the basis of the creditor or forfe1lure proceeding and 1f Granter gives Lender wntten nottce of the creditor or for!e1lure proceeding and depos,ts with Lender mamas or a surety bond for the creditor or forfeiture proceeding, m an amount determined by Lender, m rts sole d1sorebon, as bemg an adequate reseive or bond for the dispute Breach of Other AgreemenL Any breach by Granter under the terms cl any other agreement between Granter and Lender that rs not remedied w1thln any grace pel)lod provided lherem, moludmg wrthout l!m1tatJon any agreement concermng any mdebtedness or other obligation of Granlor to Lender, whether 9Xlsting now or later Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guaranlor dies or becomes 1ncbmpetent1 or revokes or d1Sputes the val1drty of, or hab1bty under, any Guaranty of the Indebtedness ln the event of. a death, Lender, e.t Its option, may, but shall not be required to, perm1I the Guarantor's estate to assume uncondrtlonalty the obl1gat1ons Msmg under the guaranty m a manner sahsfactory to Lender, and, in domg. so, cure any Eve.nt ot Default Adverse Change. A matenal adverse change occurs in Granters financial cond1t1on, or Lender believes the prospect of payment or performance of the lndabtedness 1s ,mpatred Insecurity Lender ,n gbod faith believes itself insecure Ex!sffng Indebtedness. The payment of any installment ol pnnc1pal or any interest on the EXISl1ng lndebledness 1s not made w1th1n tho time required by the promissory note e\lldenomg such mdebtadness, or a default occurs under the 1nstrumenl secunng such indebtedness and is not cilired dunng any applicable grace penod m such instrument, or any suit or other action 1s commenced to foreclose any ~isling hen on the Property Right to Cure. tr such a failure IS curable and If Granter has not been given a notice ol a breach ol the same prOV1s1on of this Deed or Trust w1th1n 1he preceding twelve (12) months, ,t may be cured (and no Event of Default w,11 have occurred) 1f Granter, after Lender sends wrrtten notice demanding cure of such failure (8.) cures the fa11ura w1lh1n fifteen (15) days, or (b) 1f Iha cure requires more than fifteen (15) days, 1mmed1ately 1ri1t1ates steps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufficient to produce compl1anoe as soon as reasonably practical · RIGHTS AND REMEDIES ON DEFAULT. If an Event of Default occurs under this Deed of Trusl, at any lime thereafter, Trustee or Lender may exerase any one or more of the following rights and remedies • Etectlon of Remedies Election by Lender to pursue any remedy shall not exclude pursuit of any other remedy, and an election 1o make expenditures or to take acllon to perform an obl!gat1on of Grantor under this Deed of Trust, after Grantor's failure to pertorm, shall not affect Lender's nght to declare a default and exercise ,ts remedies Accelerate Indebtedness. Lender shall have the nght at ,ts opllon to declare the entire Indebtedness 1mmed1ately due and payable, including any prepayment penalty wh,ch Granter would be required to pay Loan No: 1 DEED OF TRUST (C~ntinued) I Page 6 Suosequent Taxes. If any lax to which this sechon applies 1s enacted subsequent to the dais of this Deed of Trust, this event shall have the same effect as an Event of Default, and Lender may exercise any or all of ,ts available remedies for an Event of Default as provided below unless Grant or either (1) pays the tax before 1! becomes delinquent, or (2) contests the tax as provided above m the Taxes .and Liens section and deposits wrth Lender cash or a sufficient corporate surety bond or other security satrsfactory to Lender SECURITY AGREEMENT; FINANCING STATEMENTS. The following provisions relahng to this Deed of Trust as a secunty agreement are a part of this Deed of Trust Secunty Agreement. This instrument shall conshtute a Secunty Agreement to the extent any of the Property constitutes fodures, and Lender shall have all ct the r,ghts of a secured party under the Uniform Commer01al Code as amended from hme to time I Securlty lnteres1. Upon request by Lender, Granter shall execute fmancmg statements and take whatever other action 1s requested by Lender to perfect and conflnue Lender's secunty interest in the Rents and Personal Property In add1hon to recording this Deed of Trust in the real property ,records, Lender may, at any hme and without further authonzal1on from Grantor, tile executed counterparts, copras or r~producltons of lh1s Deed of Trust as a fmancmg statement Granier shall reimburse Lender 1or all expenses incurred m Perfecting or conhnumg 1hlS secunty interest Upon default, Granier shall not remove, sever or detach the Personal Property from the Property Upon default, Granter shall assemble any Personal Property not amxed to Iha Property m a m11nner and at a place reasonably convement to Grantor and Lender and make 11 available to Lender w1th1n three (3) days after receipt of wntten demand from Lender to the extent penm,tted by applicable law Addresses The ma11inb addresses of Granter (debtor) and Lender (secured party) from which mformat,on concern,ng the secunty interest granted by this Deed of Trust may be obtained (each as required by the Umform Commercial Code) are as stated on the ~rst page of this Deed of Trust ; FURTHER ASSURANCES, ATTORNEY-IN-FACT. :The totlow,ng prov1s1ons relabng to further assurances and attorney-in-fact are a part of lhrs Deed of Trust Further Assurances At any time, and from time to time, upon request of Lender, Granter will make, execute and deliver, or will cause to be made, executed or delivered, to Lender or to Lender's des,gnee, and when requested by Lender, cause to be filed, recorded, reriled, or rere«:Clrded, as the case may be, at such times and m such offices and places as Lender may deem appropnate, any and all such mortgages, deeds of trust, security deeds, secunty agreements, f1nanc1r1g statements, cont1nuat1on statements, instruments of further assurance, certificates, and other documents as may, m lhe sole opinion of Lender, be necessary or desirable 1n order to effectuate, complete, ·perfect, continue, or preserve (1) Grantor's obl1gabons under the Note, this Deed of Trust, and the Related Documents, and (2) the hens and secunty mteres1s created by lhis Oeedjof Trust on the Property, whether now owned or hereafter acquired by Gran tor Unless pro~1b1ted by law or Lender agrees to the contrary m wntmg, Grant or shall reimburse Lender for all costs and expenses mcllrred m connechon wdh the matters referred to 1n this paragraph Attorney-In-Fact. If Granter fails to do any of the things referred to m the prer;edmg paragraph, Lender may do so for and m the narne of Granter and at Grantor's expense For such purposes, Granter hereby irrevocably appoints Lender as Grantor's attorney-in-fact for the purpose of making, executing, delivenng, fihng, recording, and doing all other things as may be necessary or des1rable 1 m Lender's sole opm1ont to accomplish 1he matters referred to m the preceding paragraph FULL PERFORMANCE If Granter pays all the Indebtedness when due, and otherwise performs all the obhgat,ons imposed upon Granter under this Deed of Trust, Lender shall exe9ute and deliver to Trustee a request for full reconveyanca and shall execute and deliver to Granter suitable statements of termmahon of any financing statement on file eV1dencmg Lender1s secunty mterest m the Rents and tl'le Personal Propert),1 Any reconveyance fee shall be paid by Granter, 1f permitted by applrcable law The grantee many reconveyance may be descnbed as the "person or persons legally entitled thereto", and the recitals m the reconveyance of any matters or facts shall be conclusive proof of the truthfulness of any such matters or facts ' EVENTS OF DEFAULT. Ea;h of the following, at Lender's option, shall const1lute an Event of Default under this Deed of Trust I Payment Default. Granter falls to make any payment when due under the tndebte.dness other Defaults. Granter fails to comply with or to perform any other term, obl1gallon, covenant or cond1t1on contained 1n this Deed of Trust or m any of the Related Documents or to comply with or to perform any term, obl1gation, covenant or cond1t1on contained m any other agreement between Lender and Granter Compliance Default. Failure to comply with any other term, obt1gabon, covenant or cond1t1on contained m this Deed of Trust, the Note or m any of the Related Oocumenls ! If such a failure ts curable and 1f Granter has not been given a notice of a breach of the same provision otlh1s Deed otTrust within the preceding twelve (12) months, ,t may be cured (and no Event of Detault will have occurred) 11 Granlor, after Lender sends wntten notice demanding cure of such failure (a) cures the failure w1thm litteen (15) days, or (b),1f the cure requires more than fifteen (15) days, 1mmed1ately 1nrt1ates Loan No: 1 I DEED OF TRUST (Continued) I Page5 ~~dp·:~~o:':fs.~~~g·~~~ng:(~:0, 1 ~;· :,;~ ~~~ ~~~,f~:r ::y~:~~nr~ ~:lo~: a:u~·~~~l~~"e~~:rnc(1) 1 1 ~: ~i:~ ~d a~~ applicable insurance policy, or (2) the remalmng term oMhe Note, or (C) be treated as a balloon payment which will be due and payable at the Note's matunty The Dead of Trust also will secure payment ol these amounls Such nghl shall be in add1t1on to all other nghts and remedies to which Lender inay be entitled upon Default WARRANTY; DEFENSE OF TITLE The tollow1ng prov1s1ons relating to ownerah1p cl the Property are a part of this Deed of Trust T~le. Grantor warranls !hat (a) Granter holds good and markelable Mle of record to the Property in fee simple, free and clear of all liens and encumbrances other than those set forth m tha Real Property descr1pt1on or 1n the Ex1stmg Indebtedness section below or m any btle msuran"ce policy, title report, or final title op1rnon issued m favor of, and accepted by, Lender in connection with lhrs Deed of Trust, and (b) Granter has the full right, power, and authonty to execute and deliver this Deed of Trust to Lander 1 Defense cl TIiie. SubJecl to the exception 1n the paragraph above, Granier warranls and will forever defend the t1lle lo the Property against the lawful claims of all persons In the event any action or proceedmg 1s commenced that questions Grantor's btle or the interest cl Trustee or Lender under this Deed of Trust, Granter shall defend fhe action at Grantor's expense Granter may be the nominal party in such proceeding, but Lender shall be enhHed to participate in the prooeedmg and to be represented m the proceedrl1g by counsel of Lender's own choice, and Granter will deliver, or cause to be deltvered, to Lender such instruments~ Lender may request from time to time to permit such parhc,pation Compliance With Laws Granter warranls that the Property and Grantor's use of the Property compltes w1lh all existing applicable Jaws, ordinances, and regulations of governmental.authonhes Survival or Representations and WarranUes All (epresentat1ons, warranhes, and agraemenls made by Granter in !his Deed of Trust shall surv,ve the execution and delivery of !his Deed of Trust, shall be conbnuing 1n nature, and shall remam m full force and effect unhl such time as Graritofs Indebtedness shall be prud m ftJII EXISTING INDSlTEDNESS. The following pr0V1S10ns concermng EX1Sling Indebtedness are a part of !his Deed of Trust EXlsllng Lien The lien of this Deed of Trust securing the lndebledness may be secondary and inferior to an eX1shng hen Granter expressly covenants and agrees to paY,, or see to the payment of, the Ex!s,mg lndebledness and to prevent any default on such indebtedness, any default under the instruments evtdencmg such rndebtedness, or any default under any secunty doclMenls for such indebtedness I No Modlf1ca!1on Gnantor shall nol enter mlo any agreement with the holder of any mortgage, deed of lnust, or olher secunty agreement which has pnonty over this Dee4 of Trust by wh1ch !hat agreement 1s mod1bed, amended, extended, or renewed without the pnor wr1Hen consent of Lender Granter shall neither request nor accept any future advances under any such seounty agreement without the pnor wntten eonsenl of Lender CONDEMNATION The following prov1s1ons relating to COndemnahon proeeedrngs are a part of this Deed of Trust Proceedings. If any proceeding m condemnabOn >S/1led, Granier shall promptly no!1ty Lender m wnting, and erantor shall promplly take such steps as may be neoessary, lo defend lhe acbon and obtain the award Granter may be the nominal party in such proceeding, but Lender shall be entitled to parhc1pate m the proceeding and to be represented m the proceeding by counsel of its own choice all at Grantor's expense, and Granter will deliver or cause to be delivered to Lender such instruments and documentation as may be requested by Lender from t1me to time to perm1t such part1c1pat1on Appllcallon ol Net Pro~eeds. If all or any part of tN.e Property IS condemned by emmenl domain proceedings or by any proceeding or purchasd" m lteu of condemnation, Lender may at 1ts elecbon require that an or any portion of the net proceeds of the award be applied to the lndebtedn~ss or the repair or restorahon of !he Property The net proceeds of the award shall mean the award afler payment of all reasonable cosls, expenses, and attorneys' fees mcurred by Trustee or Lender in connection wilh the condemnat1on IMPOSITION OF TAXES, FEES AND CHARGES llY GOVERNMENTAL AUTHORITIES. The following prov1s1ons relating lo governmental taxes, fees and charges are a part of thrs D_eed of Trust Current Taxes, Fees and Charges Upon request 1by Lender, Grantor shall execute such documents m addition to this Deed of Trust and lake whatever other action 1s raqu~s!ed by Lender lo perfect and continue Lender's l!en on the Real Property Grantor shall reimburse Lender for all taxes, as descnbed below, together with all expenses incurred 1n recording, perfechng er oont1numg this Deed of TrllSt, moludmg without l!milallon all taxes, fees, documentary stamps, and other charges for reccrdmg or reg1stenng this DEled of Trust Taxes. The follow,ng shall const1lute taxes lo wh1011 this sechon applies (1) a specific tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by this Deed of Trusl, (2) a specific lax on Granier which Granter 1s authorized or,required lo deduct from payments on the Indebtedness secured by lh1s type of Deed of Trust, (3) a tax on this type of Deed of Trust chargeable against Iha Lender or the holder of the Nole, and (4) a specific tax on all or any port,on of the Indebtedness or on paymenls of prin01pal and mteresl made by Granter I \, Loan No: 1 DEED OF TRUST (Continued) I Page 4 mlerrupt1on, and boiler insurance, as Lender may reasonably require ?olic1es shall be written m form, amounts, coverages and basis reasonably acceptable 1o Lender and rssued by a company or companies reasonably acceptable to Lender Granter, upon request of Lender, will dehver to Lender from time to time the policies or certificates of insurance m form satisfactory to Lender, mcludmg st1pulatlons lhat coverages will not be cancelled or d1m1nished wrthout at least ten (10) days prior written notice to Lender Each 1rtsurance policy also shaft include an endorsemenl provrd1ng that coverage m favor of Lender will not be impaired m any way by any act, om1ss1on or default of Granter or any olher person Should the Real Property be located in an area designated by !he Director of the Federal Emergency Management Agency as a special flood hazard area, Granter agrees to obtain and memta1n Federal Flood Insurance, 1f available, w1lhm 45 days after notice 1s given by Lender that the Property 1s located 1n a special flood hazard area. for the full unpaid pnnc1pal balance of the loan and any prior hens on the property securing the loan, up to the maximum policy l1mrts set under lhe National Flood lnsuranoe Program, or as otherwise reqwred by Lender, and to maintain such insurance tor the term of the loan ' Application of Proceeds. Granier shall promptly notify Lender of any loss or damage to the Property 1f the estimated cost of repair or replacement exceeds $500 00 Lender may make proof of loss 11 Granter fails to do so w1th1n fifteen (15) days of the casualty Whether or not Lender's security 1s impaired, Lender may, at Lender's election, receive and retain !he proceeds of any insurance and apply !he proceeds to the reduction of the Indebtedness, payment of any lien affecting the Property, or the restorahon and repair ~f the Property If Lender elects to apply the proceeds to restoration and reparr, Granter shall repair or replace the da~ged or destroyed Improvements m a manner satisfactory to Lender Lender sha.11, upon sabsfactory proof of such e~pend1ture. pay or reimburse Granter from the proceeds for the ~e~s~;:~1~1~:i~~ r:t~~~ ~r ~~~;:U:;e;tt~;~~~1~t":~~n ~~~~u~e~~~~r:~s n~;~~:~:~\o ~;: fe~°:~~~r~~hti~~v;, the Property shall be used first to pay any amount owmg to Lender under this Deed of Trust, then to pay accrued interest, and Iha remainder, 1f any, shall be applied to the principal balance of the Indebtedness If Lender holds any proceeds atter payment m full of the Indebtedness, such proceeds shall be paid w1!houl inleres! to Granter as Gran1or's interests may appear · Compliance with EXlsting Indebtedness. During the penod m which any EXJS!ing Indebtedness descnbed below 1s 1n effect1 compliance w1lh the insurance proV1S1ons co11ta1ned 1n the instrument evidencing such Existing Indebtedness shall constrtute compliance with !he insurance proV1s1ons,under this Deed of Trust, to 1he extent compliance with the terms of lh1s Deed of Trust would constitute e dupllcabon of tnsurance requirement If any proceeds from the insurance become payable on loss, lhe prov,s1ons in this Deed of Trust for d1v,smn of proceeds shall apply only to that porl,on of the proceeds not payable to the holder of !he Existing Indebtedness Grantor's Reporl on Insurance Upon request of Lender, however not more than once a year, Grantor shall lurrnsh to Lander a reporl on eech eXJs!ing pohcy of insurance fhow1ng (1) Iha name of the insurer, (2) the risks ,nsurad, (a) the amount of the policy, (4) the property insured, th8 then current replacement value of such property, and the manner of determmmg that valua 1 and (5) the exp1rabon date of the pohcy Granter shall, upon request of Lender, have an independent appraiser satisfactory to Lender determine !he cash value replacement cost ol the Property TAX AND INSURANCE RESERVES SubJect to any l1m1tallons set by applicable law, Lender may require Gran!or to mamta,n wilh Lender reserves for payment of annual taxes, assessments, and msurance prem1ums 1 which reserves shall be created by advance payment or mon!hl)i payments of a sum estimated by Lender to be suff101ent to produce, amou nls at least equal to the taxes, assessments, and insurance premiums to be paid The reserve funds shall be held by Lender as a general deposit from Granter, which l..ender may satisfy by payment of the truces, assessrnents, and 1nsuranoe prem11.1ms required to be paid by Granlor as they become due Lender shall have the nght to draw upon the reseive funds to pay such items, and Lender shall not be required to determine the val1d1ty or accuracy of any ,tern before pa)'lng 1t Nolh1ng m the Deed of Trust shall be construed as requinng Lander to advance other monies for such purposes, and Lender shall not incur any J1ab1hty for anything 1t may do or omit to do with respect 1o the reseNe accGunt SubJect to any hm1tat1ons set by appbcable law, tf the reserve funds disclose a shortage or dehc1ency, Grantor shalt pay such shortage or deficiency as required by Lender All amounts m the reserve account are hereby pledged to further secura t~e Indebtedness, and Lender 1s hereby authonzed to withdraw and apply such amounts on the Indebtedness upon the occurrence of an Event of Default Lender shall not be required to pay any interest or earnings on the reserve tunds unless required by law or agreed to by Lender 1n wrrtmg Lender does not hold the reserve funds rn trust for Granter, and Lender 1s not Grantor's agent for payment of 1he taxes and assessments required to be paid by Granter , LENDER'S EXPENDITURES lf any action or proceed1rig ts commenced lhat would matenally affect Lenders rntemst 1n the Property or ,f Granter laJls !q comply with any prov,s1on, of this Deed of Trust or any Related Documents, including but not limited lo Grantor's failure tcJ comply with any obligation to mamta,n Existing Indebtedness m good standrng as required below. or to discharge or pay when due any amounts G~antor 1s required to dJScharge or pay under this Deed of Trust or any Related Documsnls, Lender on Grantor's behalf may (but shall not be obligated to) take any action 1ha! Lender deems appropnate, 1ncludmg but not hm1ted to drscharglng or, paying all taxes, liens, seeunty interests, encumbrances and other claims, a\ any time levied or placed on the Property and paying all cosls for msunng, ma1nla1n1ng and preserving the Property All such expenditures incurred or paid by Lender for such purposes will then bear interest at the rate charged under the Note from the dale incurred or paid by Lender to the date of repayment by Granter All such expenses will become a part of the Loan No: 1 DEED OF TRUST (Continued) ~...,...,.,,., 1 , ; vvv-..'-'""1 Page 3 Lender's Right to Effler Lender and Lender's agents and representatNes may enter upon the Real Property at all reasonable limes to attend to Lender's interests and to inspect the Real Property for purposes of Grantor's compliance with the terms and cond1hons of lh1s Deed of Trust Compllance wllh Governmental Requirements Granier shall prompfly comply, and shall promptly cause compliance by all agents, tenants or other persons or enlitJes of every nature whatsoever who ranl, lease or olherw,se use or occupy lhe Property m any maimer, wrth all laws, ordinances, and regulations, now or hereafter m effect, of all governmental authont1es applicable to the use or occupancy of the Property, 1nclud1ng without 11m1lal1on, the Amencans W1lh Disab11il1es Act Granter may contest 1n good faith any such lew, ordinance, or regulation and w1lhhold compliance dunng any prooeedrng, 11101ud1ng appropnate appeals, so long as Granter hes not1fle-d Lender rn wntmg pnor to doing so and so long as, 1n Lander's sole opinion, Lender's interests 1n the Property are not Jeopardized Lender may reqwre Granter to post adequate secunty or a surety bond, reasonably ,absfactory to Lender, to protect Lender's interest Duty to Protect Granter agrees neither to abandon·or leave unattended the Property Granter shall do all other acts, m add,t1on to those acts set forth above m this secuon, which from the character and use of the Property sre reasonably necessary to protect and preserve the Property DUE ON SALE -CONSENT BY LENDER. Lender may, at Lende~s opuon, (A) declare 1mmed18tely due and payable all sums secured by th!S Deed of Trust or (B) increase the mlerest rala provided for in the Nola or other document evidencing 1he Indebtedness and impose such other cond1hons as Lender deems appropnate, upon the sale or transfer, without Lender's pnor wntten consent, of all or any part of the Real Property, or any interest m the Real Property A "Sale or transfer" means the conveyance of Real Properly or any nghl, title or interest In the Real Property, whether legal, benef1c1al or equitable, whether voluntary or involuntary, whether by outnght sale 1 deed, 1hstallment sale contract, land contract, contract for deed, leasehold interest with a term greater than lhree (3) years, lease-option contract, or by sale, assignment. er transfar of any beneficial · interest in or to any land trust holding !Ltle to Ille Real Property, or by any other method of conveyance of an interest 1n the Real Property If any Grantor 1s a corporat1on, partnership or 11m1ted l1ab1l1ty company, tranisfer also includes any change in ownership of more than twenty-live percent (25%) of the voling stock, partnership interests or lim1ied liab1lrty company interests, as the case may be, of such Grantor However, this option shall not be exercised by Lender n such exercise 1s proh1brted by federal law or by Washington law · TAXES AND LIENS The following prov1s,ons relaling to the taxes and liens on the Property are part of this Deed of Trust I Payment. Grantor shan pay when due (and m all events poor to delinquency) all laxes, spec1s.r taxes, assessments, charges (including water and sewer), fines and 1mp6s,lions le,.,ed against or on account of the Property, and shall pay when due all claims for work done on or for S8!'Vl0es rendered or metenal fumtShed to the Property Granter shafl maintain the Property free of all liens having pnonl)j over or equal to the interest of Lender under th!S Deed of Trust, except for lhe hen of taxes and assessments not due, except for the Ex1sbng Indebtedness refenred to below, and except as otherwJse provided m this Deed of Trust ; Right lo Contest. Granter may w1lhhotd payment of any tax, assessment, or claim 1n connection with a good faith dispute over the obl1gat1on to pay, so long as Lender's interest m the Property 1s not Jeopardized If a lien anses or 1s filed as a result of nonpayment, Granter stlatl w1thm fifteen (15) days afler the lien anses or, If a lien 1s filed, w1lhm fifteen (15) days after Granter has nonce of the 6l1ng, secure the d1Scharge of the lien, or 1f requested by Lender, deposit wrth Lender cash or a sufficient corporate surety bond or other secunty salisfactory to Lender m an amount sufficient to discharge the lien plus any costs and attorneys' fees, or other charges that could accrue as a result of a foreclosure or sale under lhe lren In any contest, Granter shall delend 1!self and Lender and shall satisfy any adverse Judgment before enforcement sgrunst the Property Granter shall nam~ lender as an add1t1onal obl1gee under any surety bond 1Urn1shed 1n the contest proceedings . I Evidence or Paymen1 Granter shall upon demand, fu,n1sh to Lender satrsfactory eV1dence of payment of the taxes or assessments and shall authonze the appropnate governmental ofhcial to dehver to Lender at any time a written statement of the taxes and assessments against the Property Notice ol Construcnon Granter shalt not1ty Lender at least fifteen (15) days before any work 1s commenced, any seMces are furnished, qr any matenals. are supplied to the Property, 1f any mechanic's lren, matenalmen's lien, or other lien could be asserted on account of the work, services, or matanals and the cost exceeds $5,000 00 Granter will upon request of Lender fum1Sh to Lenderadvance assurances satisfactory to Lender that Granier can and will pay the cost of such improvements PROPERTY DAMAGE INSURANCE The foDowmg prov1s,ons relating to insunng the Property are a part of this Deed of Trust Maintenance or Insurance. Grantor shall procure and mamta1n policies of fire msurance with standard extended coverage endorsements on a replacement basis fo, the full insurable value covenng all Improvements on the Real Property tn an amount sufficient to avoid apphcat1on of any comsurance clause, and with a standard mortgagee clause m favor of Lender Grantor shall also procure and mamtarn comprehensive general liab1lrty msurance m such coverage amounts as Lender may request w,th Trustee and Lender bemg named as add1t1onal insureds in such l1ab11ity insurance pohc1es Add1fronally 1 Granter shall maintain such other insurance, mcludmg but not hmited to hazard, busmess Loan No: 1 DEED OF TRUST (Continued) Page 2 CONVEYANCE AND GRANT. For valuable consideration, Granlor conveys to Trustee in trust with power or sale, nght of entry and possession and for the benefit or lender as Benerlctary, all cf Grantor's nghl, tttle, and ,nterest m and to lhe following descnbed real property, together with all existing or subsequently erected or affixed buildings, improvements and tnctures, all easements, nghts cf way, and appurtenances, all water, water nghts and ditch rtghts (tncludmg stock tn uttl1t,es wtlh dttch or trngatton rtghts), and all other nghts, royait,es, and prof1ls relattr19 to the real property, mclud1ng wtlhcut limttatton all mtnerals, otl, gas, geothermal and s1mtlar matters, (the "Real Property") located m King County, State of Washington: NEW LOT 2 OF LOT LINE ADJUSTMENT MAP (BEING CITY OF RENTON FILE NO. LUA-94-157-LLA) AS RECORDED UNDER KING COUNTY RECORDING NO. 9511299006, BEING A PORTION OF LOTS 2 & 3 OF BURLINGTON NORTHERN BINDING SITE PLAN (BSP-014-92) AS PER PLAT RECORDED IN VOLUME 161 OF PLATS, PAGES 8-11 AND UNDER RECORDING N0.9206302696; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. The Real Property or its address is commonly known as 3701 East Valley Road, Renton, WA 98055. The Real Property tax identification humber Is 1253600020 CROSS-COLLATERAl.lZATION. In add1tton to lhe Note; lh1s Deed of Trust secures all obligat,ons, debts and l1ab1ltttes, plus interest thereon, of Granter to Lender, or any one or more of them, as well as all clatms by Lender against Granter or any one or more of them, whether now ex1stmg or hereafter ans1ng, whether related or unrelated to the purpose ct the Note, whether voluntary or otherwise, whether due or not due, direct or md1rect, determined or undetermmed. absolute or contingent, 1tqu1dated or unltqutdaled whether Granter may be liable mdtvidually or Jotnlly w1lh others, whether obligated as guarantor, surety, aocommodahon party or otherwise, and whether recovery upon such amounts may be or hereafter may become barred by any statute of l1m1tattons, and whether lhe obhgatmn to repay Such amounts may be or hereafter may become othel'Wlse unenforceable Granter hereby assigns as secunty to Lender, all of Granl~r's right, ltlle, and interest m and to all leases, Rents, and profits of the Property This esS1gnment 1s recorded m accordance w1lh RCW 65 08 070, the lten created by lhts asstgnmant 1s tnlended lo be spec1Hc, perlacted and choate upon the recording of lhis Deed of Trust Lender grants to Granter a ltoense lo collect the Rents and profits, which license may be revoked at Lender's option and shall be automatically revoked upon accelera.t1cn of all or part of the lndebtadness , THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAi. PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (B) PERFORMANCE OF ANY AND Al.l OBLIGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS, AND THIS DEED OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYM'S:NT AND PERFORMANCE Except as otherwise provided in this Deed of Trust, Granter shall pay to Lender all amounts secured by this DeE¥f of Trust as they become due, and shal! strictly and m a timely manner perform all of Grantor's obltgat,ons under the Note, thls Deed of Trust, and the Related Documents POSSESSION AND MAINTENANCE OF THE PROPERTY. Granter agrees that Grantcfs possession and use ot the Property shall be governed by the following prov1s1ons · Possession and Use. Unit! Iha occurrence of an Event of Default, Grantor may (1) remam in possess,cn and control of the Property, (2) use, operate or manage lhe Property, and (3) collect the Ren\s from the Property (this privilege 1s a license from Lender to Granter automatically revoked upon default) The 1ollowmg prov1srons relate to the use of the Property or to olher t1mtla1Jcns on the Property The Rpal Property 1s not used prmc1pally for agncultural purposes Duty to Maintain Granter shall mamtam the Pro~erty m tenantable condthon and promptly pertorm all repairs, replacements, ·and maintenance necessary to prese1e its value Nuisance, Waste Grantor shall not cause, conductor permit any nuisance nor commit, permit, or suffer any stnppmg or or waste on or to the Property or any portion of the f?roperty Without l1m1t1ng the generality of the foregmng, Granter will not remove, or grant to any other party the nght to remove, any timber, minerals (tncludmg 011 and gas), coal, clay, scona 1 soil, gravel or roe/( products without Lender's pnor wntten consent Removal of Improvements Granter shall not demolish or remove any Improvements from the Real Property wtlhout Lender's pnor wntten consent As a condrt1on lo Iha removal of any Improvements, Lender may requtre Granter to make arrangements satisfactory to Lender to replace such Improvements wilh Improvements of at least equal value ·, RETURN ADDRESS: KeyBank National ASsoclatron Mall Code· ID-56-PC:-0125 431 Parl<center Blvd. - P0.BOX5278 Borse, 10 83705 DATE: November 10, 2003 •20200037770700000000010G01' DEED OF TRUST Reference # (1f applicable) ----------- Grantor(s) 1 Lanphere Properties, LLC Grantee(s) 1 KeyBank National Assoc1at1on 2. Commonwealth Land Title Company of Puget Sound, Trustee Legal Descnpt1on. New Lot 2 of Lot Line AdJ.#LUA-94-157-LLA Assessor's Tax Parcel ID# 1253600020 Add1t1onal on pag, Add1tronal on page 2 THIS DEED OF TRUST is dated November 10, 2003, among Lanphere Properties, LLC, an Oregon Limited Liability Company ("Granton"}; KeyBank National Association, whose mailing address is OR-Milwaukie , 10888 SE Main Street, Milwaukie, OR 97222 (referred to below sometimes as "Lender" and sometimes !as "Beneficiary"); and Commonwealth Land Title Company of Puget Sound, whose malling, address is 1200 Sixth Avenue, Suite 100, Seattle, WA 98101 (referred to below as "Trustee"). 1 ' --...,,,. = = c::, en DEED OF TRUST (Continued) Page 11 mortgages, and au other instruments, agreements and documents, whether now or hereafter ex:1stmg, executed in connection with the Indebtedness Rents The word ·Rents" ·means a11 present and future rents, revenues, income, issues, royalties, profits, and other benefrts derived from the Property Trustee The word "Trustee• maans CO!'MlOnWealth lard Tltle Insurance Company. whose rnadmg address is 1200 SIX1!1 Avenue, Surte 100, Seattle, WA 98101 and any subslltute or successor trustees GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND GRANTOR AGREES TO ITS TERMS I GRANTOR LIMITED LIABILITY cqMPANY ACKNOWLEDGMENT STATE OF _ ___,(..,:;i,_&,.,,1:.-"""'c.,.'-"o'-'-r.J-"------- ) ss ) On lhlS 1,,l:,t" day or Oe,-h',b ,:,.,-, 20 ..Q1,,__, before me, the undersigned Notary Pubhc, personally appeared Robert D Lanphere, Sr~ Member, Robert D Lanphere, Jr, Member, Sharon Lenz. Member; and Mary Lanphere-Wiggins., Member of LANPHERE PROPERTIES, LLC, and personally known to me or proved to me on the basis of satrsfactory evidence to be C?f the hmrted l1ab!l1ty company that executed the Deed o! Trust and acknowledged the Deed of Trust to be the lree and vol.un.tary act and deed of lhe hmJted l1abd1ty company, by authonty of statute, its artlcles of organization or rts operal1ng agreement, for the uses and purposes therein mentioned, and on oath stated that they are authonzed to execute th1s Deed of Trust and 1n tact executed the Deed of Trust on behalf of the limited 1 8 raby 1ilty co~-3::-' ~ Residing at Poro 1tr--lp, Ofl.. Notary Public In and for the State of _.!ls. My comm,sslon expires ~ 0G' OFFICIAL SEAL C BURNETT NOTARY PUBLIC-OREGON COMMISSION NO 34!:35.~ti MY COMMISSION EXPIRES AIJG 6 2DJ, DEED OF TRUST {Continued) REQUEST FOR FULL RECONVEYANCE Page 12 To .~- The unders1gned 1s the legal owner and holder of all 1ndebtedn.ess secured by this Deed of Trust You are hereby requested, upon payment of all sums owing to you, to reconvey without warranty, 1o lho persons entrtled thereto, the right, litle and interest now held by you under th8 Deed ot Trust c:c, --= = = O') - Beneficiary:--------- By: _______ _ Its: _______ _ LASEJ\PflO~V.. l.1P*OII Oop," Ho,\Mil-~ kw INT ;!OJ;2 AIAg,\11"-"i WNO!'i tl\!Jl!U,t:mPIJQIIIFC 11\--~I ' <O --=-= = = - DEED OF TRUST (Con,tinued) counterclaim brought by any party against any other party. Page 10 Waiver of Homestead ExempUon. Grantor hereby raleases and warves all nghts and benei1ts of the homestead exemption laws of the State of Washington as to all Indebtedness secured by this Deed of Trust OEFINnlONS. The follow,ng capllahzed words and terms shall have the following meanings when used ,n this Deed of Trust Unless specrt1cally stated to the contrary, all references to dollar amounts shall mean amounts ,n lawful money of the Umled States of America Words and terms used m the singular shall include the plural I and the plural shall include the s1ngular1 as the context may require. Words and terms not otherwise defined 1n this Deed of Trust shall have Iha meanrngs attnbuted to such tenns in the Uniform Commercial Code Beneficiary. The word "Benef1c1ary" means KeyBank Nat1onal Assoc1a11on, and rts successors and assigns Borrower. lhe word "Boirowor" means LANPHERE. ENTERPRISES, INC, BEAVERTON CHRYSLER-PLYMOUTH, INC, NEWBERG DODGE JEEP CHRYSLER PLYMOUTH, INC, LANPHERE ENTERPRISES OF WASHINGTON, INC, and LANPHERE MOTORSPORTS OF WASHINGTON, INC , and all other persons and enbbes signing the Nole 1n whatever capacity. Deed of Trust The words "Dead of Trust" mean this deed of Trust among Granter, Lender, and Trustee, and includes without llmrtallon all assignment and secunty mlerest pro~1s,ons relating to the Personal Property and Rents Default The word "Default" means the Default set forth 1n this Deed of Trust 1n the section trtled "Defaulr Environmental laws. The words ·Environmental Laws" mean any and all state, federal and local statutes, regulations and ordmances relating to the protection of human ! health or the environment, including without limitation 1he Comprehensive Environmental Response, Compensation, and I.Jab1t1ty Act of 1980, as amended, 42 U S C Section 9801, et seq ("CERCLA"), the Supertund Amendmenls .ancl Reauthonzatlon Act of 1986, Pub L No 99-499 rsARA"), the Hazardous Matenals Transportation Act, 49 U SC Section 1801, el seq , the Resource Conservation and Recovery /w~ 42 U S C Secbon 6901, et seq , or other applicable state or federal laws, rules, or regulations adopted pursuant thereto or Intended to protect human health or the environment Existing Indebtedness. The words ·Existing lndebte<;lness" mean the indebtedness descnbed in the Existing Liens provision of this Deed of Trust Granter. lho word "Granter" moans LANPHERE PROPERTIES, LLC Hazardous Substances. Toe-words ·Hazardol.Js Substances• mean materials that, because of their quantity, concentration or physical, chemical or infectJoUs charaCtenst1cs, may cause or pose a present or p::>tent1al hazard to human health or the environment when improperly used, treated, stored, disposed of, generated, manufactured, transported or otherwise handled Toe words "Hazal'Oous Substances• are used U"I their very broadest sense and include wrthout l1m1tat10n any and an hazardous or toxic substances, matenals or waste as defined by or hsted under the Environmental Laws The term •Hazardous Substances" also includes, wrthOl.lt hm1tat1on, petroleum and petroleum by~products or an}' fraction thereof and asbestos Improvements. The word ·improvements· means all ex1st1ng and future improvements, buddings, structures, ITIOblle homes affixed on the Real Property, fac111t1es, addibons, replacements and other construclton on the Real Property Indebtedness. Toe word "Indebtedness" means all pnnc1pal 1 mterest, and other amounts, costs and expenses payable under the Note or Related Documents, together w,lh all renewals of, extensions of, mod1ficallons of, consolidations of and subst,lutions for the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantor's obhga1lons or expenses incurred by Trustee or Lender to enforce Grantor's obt1gat1ons under this Deed of Trust, together w,lh mlerest on such amounts as prov1d"':1,n this Deed of Trust Lender. Toe word "Lender" means Key Bank National Assoc1at1on, rt:s successors and assigns Note The word 'Note" means the promissory note dated August 26, 2002, in the original principal amount of $38,500,000.00 from Borrower to Lender, together w1U, an renewals al, extensions of, mod1ficat1ons of, refinanc1ngs at, consolidations of, and substitutions tor the prorrnssory note or agreement Personal Property Toe words "Personal Property" melan all equipment, fixtures, and other articles of personal property now or hereafter owned by Grantor, and now or hereafter attached or affixed to the Real Property, together with all accessions, parts, and add1t1ons lo, all replacements of, land all subst1tut1ons for, any of such property, and together with all issues and profits thereon and proceeds (including w1ihout hm1tation all insurance proceeds and refunds of premLums) from any sale or other 01spos1t1on of U,e Property 1 Property. The word "Property" means collecl1vely the Fjeal Property and tho Personal Property Real Property. The words ·Real Property" mean the real property, rnterests and nghts, as further described in this Deed of Trust Related Documents. The words "Related Documents"' mean all promissory notes, credrt agreements, loan agreements, envuonmental agreements, guaranties, security agr9rments:, mortgages, deeds al trust, secunty deeds, collateral --.... = c:, = """ I DEED OF TRUST (Continued) Page 9 beginning of th1s Deed of Trust All cop10s of nollces of foreclosure from the holder or any lien wh1eh has pnor1ty over this Deed of Trust shall be sent to lendet's address, as shown near the beginning or ttus Deed of Trust Any party may change rts address for notices under this Deed of Trust by gMng formal wnnen nolico to the olher parties, specrfy1ng !hat !ho purpose of the notJCe ts lo change the party's address For notice -purposes, Grantor agrees to keep Lender tntormed at all bmes of Granlor's current address Subfect to applicable law, and.except for notice required or allowed by law to be grven m anoth8f manner, rf there IS more than one Grantor, any notice given by Lender to any Grantor ts deemed to be nottee grven to all Granlors MISCElLANEOUS PROVISIONS The following m1Scellaneous provtslOOS are a part of this Deed of Trust Amendments nus Deed of Trust, together with ~y Related Documents, consbtvles the entire understanding and agreement of the parties as to the matters set forth 111 Uus Deed of Trust No alteration of or amendment to this Deed of Trust shall be ettectJve unless gwen m wnt,ng and signed by !he party or parlles sought to be charged or bound by the alterallon or amendment · Annual Reports If lhe Property ss used 1or purposes other than Grantor's residence, Granter shall fum1sh to Lender, upon request, a cert1f18d statement of net operabng l'ICOm8 received from the Property dunng Grantor's previous fiscal year vi such form and detad as Lender shall requ1t'& "Net operating income• shall mean all cash receipts from the Property less all cash expend~ures made ,n connect,~ with the operabon of !he Property Caption Headings Capbon headings tn ttus O&ed J Trust are tor convernence purposes only and are not to be used to interpret or define the prOV1s1ons of this Deed of Trust Merger. There shall be no merger of the interest or ~tata created by this Deed of Trust with any other interest or estate an the Property at any bme held by or for the benefit o,f Lender 1n any capacity, without the wntten consent of Lender Governing Law This Deed of Trust will be gov~ed by, construed and enforced In accordance wlUl federal law and the laws of the State of Oregon. except and only to the extent of procedural matters related to the perfecUon and enforcement or I.ender's rights and remedies against Uie Property, which matters shall be governed by the laws of the State of Washington However, In the event that lhe enforceability or validity of any provision of this Deed of Trust is challenged or questioned, such provision shall be governed by whichever applicable state or federal law would uphold or would enforce such challenged or questioned provision The loan transaction which ls evidenced by the Note and this Deed of l'rust' has been applied for, considered, approved and made. and all necessary loan documents have been accepted bf Lender In the State of Oregon Jotnt and Several Llabtllty. All obllgatK>nS of Borrower and Grantor under !his Deed of Trust shall be JOITTI and several, and all references to Grantor shall mean each and every Grantor, and all references to Borrower shall mean each and evB{)' Borrower This means that each Borrower and Grantor s1gn1ng below as responsible for all obhgattons rn this Deed of Trust Where any one or more of the parties 1s a corporation, partnership, lrmJled habll1ty company or s1mrlar entity, rt is not necessary for Lender to 1nqu1re into the power$ or any of the officers, directors, partners, members, or otner agents acting or purporting to act on the enuty's behalf, ani;j any oblrgations made or created in reliance upon the professed exercise of such powers shall be guaranteed under U11s Deed of Trust No Waiver by Lender. lander shall not be deemed to have waived any nghls under lh1s Deed of Trust unless such wawer IS grven rn wnttng and signed by Lender No delay or om1ss1on on the part of Lender ,n exetc1s1ng any nght shall operate as a warver of such right or any other nght A wawer by Lender of a prov1st0n of this Deed of Trust shall nol preJudlce or constrt.ute a warver of Lender's nght othe~se to demand stnct comphance with that prov1sron or any other proVJSion of this Deed of Trust No pnor wawer by Lender, nor any course of deabng between Lender and Granter, shall conslltule a waiver of any of l.Bnder's rights or of an)' of Grantor's obhgat1ons as to any future transactions Whenever the consent of Lender ts required under this Deed of Trusl, the grantmg of such consent by Lender 1r1 any instance shall not constrtute continuing consent to subsequent instances where such consent rs required and sn alt cases such consent may be granted or withheld 1r1 the sole d1scretoo of L0nder Severabl11ty. If a court of competent Jurisd,cbon hnds any prov!Slon of this Deed or Trust to be illegal, 1nva1,~. or unenforceable as lo any c1roumstance, that fITTding shall not make Uie offendrng proviston 1Uegal, invalid, or unenforceable as to any other circumstance If feasible, the oHendrng prov1s1on shall be considered rncx:hf1ed so that 1t becomes legal, valid and enforceable If the offendng provision cannot ba so moddied, 1t shall be consx:lered deleted from this Deed of Trust Unless otherw1Se required by law, the 1!1egal1ty, 1nvahdrty, or unenforceab1hty of any provision of this Deed of Trust shall not affect the legahty, validity or enforceabtlll'y or any other provision ol lhas D98d of Trust Successors and Assigns Subject to any l1mrtatoos stated in U11s Deed of Trust on transfer of Grantor's interest, thtS Deed of Trust shall be b1nchng upon and inure to the benefit of the parties, thetr successors and assigns If owner..h1p of the Property becomes vested 1n a person olher than Granter, Lender, without nollce to Grantor, may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or eX1ens,on without releasing Granter lrom the obl1ga.oons of this Deed of Trust or f1ab1hty under the Indebtedness Time ls of the Essence Time ts of the essence n ttie performance of thts Deed of Trust Waive Jury All parties to this~ of Trust hereby waive the rtght to any Jury trl;I In any action, proceeding, or - DEED OF TRUST (Continued) ' Page 8 of a receiver shall exist whether or not the apparent value of the Property exceeds the lndebledness by a substanlial amount Employment by Lender shall not d1squal1fy a person from serving as a receiver Tenancy at Sufferance. If Grantor remains in possession of the Property after the Property IS sold as provided above or Lender otherwise becomes ent1Ued to possession al the Property upon default of Grantor, Grantor shall become a tenant at sufferance of Lender or the purchaser of the Property and shall, at Lender's option, either (1) pay a reasonable rental for the use of the Property, or (2) vaca.te the Property 1mmed1ately upon the demand of Lender Other Remedies, Trustee or Lender shall have any other right or remedy provided m thlS Deed of Trust or the Note or bylaw Notlce of Sale. Lender shaU gJVe Grantor reasonable riot1ce of the time and place of any publtc sale of the Personal Property or of the time after whrch any private sale or other intended drsposll1on of the Personal Property 1s lo be made Reasonable notice shall mean notice given at least ten (l O) days before the time of the sale or d1sposrt1on Any sale of Personal Property may b8 made 111 oonJunction wrth any sale of !ha Real Property :~:~! = ~:::·nJ~:~1!i"'er~ :~~~~~g~ts ~:~~~~~:;.,:=.-:::1ru~:::~: ~:ti:, ::;t;:~~: !u"~~~. any part of the Property together or separalely, m one sale or by separate sales Lender shall b8 ent,Hed to bid at any public sale on all or any portion of the Property Attorneys' Fees; Expenses. 1f Lender institutes any s.u1t or action to enforce any of the terms of this Deed of Trust, Lender shall be entrtled to recover such sum as the couf't may adjudge reasonable as attorneys' fees at tnal and upon any aJ:96ai Whether or not any court action is 1nvohred, and to the extent not prohibited by law, all reasonable expenses Lender incurs that in Lender's opinion are necessary at any time for the proteclJOn of its interest or the enforcement of ,ts rights shall beooma a part of Iha Indebtedness payable on demand and shall bear mtere,;t at the Note rate from the date of the expenditure until repaid Expenses covered by this paragraph include. without llm1tat1on, however subject to any limrts under apphcabla law, Lender's attorneys' fees and Lender's legal expenses1 whether or not there ,s a lawsuil, molud1ng attorneys' fees and expenses for bankruptcy proceedings (1ncludlllg efforts to modify or vacate arrt automatic stay or in1uncbon), appeals, and ~ny anticipated post-Judgment collection services, the cost of searctu,g records, oblaimng t1Ue reports (1nclud1ng foreclosure reports), surveyors' reports, and appra,sa fees, trtle msurance, and fees for the Trustee, to the extant perrmtted by applicable law Granter also wall pay any court costs, m addrtioo to an other sums provided by law : Rights of Trustee Trustee shalJ have all of the nghts a~d dubes of Lender as set forth 1n this sect,on POWERS AND OBLIGATIONS OF TRUSTEE. The fo1Jow111g provisions ralaMg to the powers and obl1gatt0ns of Trustee (purSuant to Lender's mstrucbons) are part of this Deed of TruSt Powers of Trustee In addition to all powers of Trustee arising as a matter of law, Trustoo shall have the power to take the folkJiwuig actions With respect to the Property upon the wntten request of Lender and Grantor {a} Jmn in prepanng and filA'lQ a map or plat of the Real Property, ITTclud1n9 lh• ded1ca1Jon of streets or other rights to the public, (b) 1oln in granbng any easement or creating any restriction on the Real Property, and {c) Join 1n any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust ObllgationS to No'bfy. Trustee shaU not be obligated 1p nohfy any other party of a pending sale under any other trust deed or hen, or of any action or proceeding 111 which Grantor, Lender, or Trustee shall be a party, unless required by apphcabie law, or unless the action or proceeding 1s brought by Trustoo Trustee. Trustee shall meet all qualtficallons required for Trustee under appl1cabJ0 law In addition to the nghts and remedies set forth above, wrth respect to all or any part of the Property, the Trustee shall have the right to foreclose by notice and sale, and Lender shall have tho nghl to foreclose by Judicial foreclosure, 1n erthar case m accordance wilh and to the ftJi extent provided by appl1cabla law ! Successor Trustee. Lender, at Lender's option, may :1rom time to time appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an instrument executed and acknowledged by Lender and recorded m the office of the recorder of KING County, State of Washington 1 Toe instrument shall contain, 1n add1Uon to a1\ other matters required by state law, the names of the onginal Lenderi Trustee, and Granter, the book and page or the Auditor's File Numbe." where this Deed of Trust 1s recorded, and the name and address of the successor trustee, and the instrument shall be executed and acknaWledged by Lender or rts sticcessors 1n interest The successor trustee, without conveyance of the Property, shall succeed to an the trt!e, power, and. duties conferred upon the Trusteo 1n lh,s Deed of Trust and by apphca.ble law Ttus procedure for substitution of Tl'Clstee shall govern to the exclusion of all other prov1s1ons for substrtulion NOTICES.. SUqect to appt1cable law, and except for notice 'tequ1red or allowed by law 10 be given tn anol:her manner, any notice reqwroo to be given under this Deed of Trust, 1nclud1ng without hm1tal1on any notica of default and any notice of sale shall be given m wrrttng, and shall be effectrve when actually dehvered, when actually received by telefacs1m1le {unless otherwise required by law), when deposited with a nationally recognized overnight couner, or, 1f mailed, when deposited in the Urnted States mail, as first class, certified or registered rna1t postage prepaid, directed to the addresses shown near the .... --= C") = -- DEEb OF TRUST (Continued) i Page 7 PersQnaJ Property not att1x8d to the Property m a lt'Jamer and at a place reasonably convooent to Grantor and Lender and make rt available to Lender w1thrn three (3) days after receipt of wotten demand from Lender to the extent permitted by applicable law Addresses Toe malllf'lg addresses of Grantor {debtor) and lender {secured party) from whrch information concerning Iha secunty rnlarest granted by this Deed of Trust n'ay be obta111ed (each as requ,red by the Umfo,m Comm01rc1al Code) are as stated on the first page ol thlS Deed of Trust : FURTHER ASSURANCES; AITORNl:Y~N-FACT , The follow,ng prov1S1ons relating lo further assurances and attomey-1n-ract are a part of ttns Deed of Trust Further Assurances. At any hme, and from trne to time, upon request of Lender, Grantor wd/ make, execute and delrver, or win cause to be made, executed or delrverecl, to Lender or to Lender's des1gnee, and when requested by Lender, cause to be filed, recorded, refiled, or r&r~ed. as the case may be, at such tunes arid 1n such offices and places as Lender may deem appropnate, any and all such mortgages, deeds of trust, seounty deeds, seounty agreements, financing ststemenrs, contfnuatron statements, instruments of further assurance, certmcales, and other documents as may, m the sole op,mon of Lender, be necessary or des1rab!& n, order to effectuate, complete, perfect, conbnue, or preserve (1) Bonowe~s and Grantor's obl1gat,ons under the Note, tn,s Deed of Tn.ist. and lhe Related Documents, and (2) the hens and security A1terests created by lh1s Deed of Trust on lhe Property, whelher naw owned or hereafter acquired by Gran1or Unless proh!brte!j by law or Lend&r" agrees to the contrary rn wrrtmg, Granter shall reimburse lender for all costs and expenses incurred In connectron with the matters referred to rn this paragraph Attomey..fn-Fact If Granlor fails to do any at the things referred lo m the preceding paragraph, Lender may do so for and In the name of Grantor and at Grantor's expense For such purposes, Granter hereby irrevocably appoints L.ender as Grantor's attomey-rn-fact for the purpose of ma.king, ex:ecutrng, delrvenng, fila,g, reoord1ng. and doing all other U11ngs as may be necessary or desirable, In Lender's so1e op1mon, to accomplish the matters referred io in the preceding paragraph FULL PERFORMANCE II Borrower pays au the lndebto;lness when due, and olhorwtse pertorms all lhe ob/1gabons imposed upon Granter under this Deed of Trust, Lender shan execute and deliver to Trustee a request for full reoonveyance and shall execute and deliver 1o Grantor surtable stalements ot tem11nabon or any financing statement on flle ev1dencmg Lender's secunty interest ,n the Rents and the Personal Propeny Any reconveyance fee shall be paid by Granter, If permitted by apphcable law The grantee in any reconveyanca may be descnbed as the •person or persons Jegany entlUed Ulereto•, and the recitals rn the reconveyance of any matters or facts shall be conclusive proof of the truthfulness of any such matters or facts DEFAULT Defaultw1U occur rf payment 1n tun IS not mad81mmed1atety when due RIGHTS AND REMEDIES ON DEFAULT 11 Default occl,,s under lhis Deed of Trust. at any ~me thereafta,r, Tn.islee or Lenda,r may exercJSe any one or more of the followtng rights and remedies Election of Remedies ElectJOn by Lender to pursue any remedy shaU not exclude pursurt or any other temedy, and an electoo to make expenditures or to take acbon lo perform an obl1gat10T1 of Grantor under tlus Deed of Trust, after Grantor's farfure to perform, shall not affect Lender's nght to declare a default and exercise rts remadres Accelerate Indebtedness. Lender shall have the nght at rts optoo to declare i'le entire Indebtedness 1mmedaately due and payable, mclud1ng any prepayment penalty which Bonower would be required to pay Foreclosure With respect lo all or any part or the Real Property, the Trustee shall have the nght to exercise rts power of sale and to foreclose by nobce and sale, and Lender shall have the nght 10 loreclose by Jud1craJ foreclosure, ,n either caso in accordance wrth and lo the full extent provtd'fd by applicable law UCC Remedies Willl respect to all or any part of lh~ Personal Property, Lender shall have all Iha nghts and remedies of a secured party under the Uniform Commerc,al Code; Collect Rents Lender shall have the nght, without not1ee lo Borrower or Granta to take possession ot and manage the Property and collect Iha Rents, mcludmg amounts ROSI due and unpaid, and apply the net proceeds, over and above Lender's costs, aga1nst the Indebtedness In furtherance of this nght, Lender may reqmre any tenant or other user or the Property to make payments of rent or use fees d1rktiy to lender If th& Rents are collected by Lender, then Grantot 1rrevocabfy designates Lender as Grantor's attomey'-1n-fact to endorse instruments rectttved 1n payment thereof in lhe name of Grantor and to negottate the same and coll\;ci the proceeds Payments by tenants or other users to Lender in response to lender's demand shall satisfy the obhgat10ns for which the payments are made, whether or not any proper grounds for the demand eXlsled Lender may exerorse Its nghts under this subparagraph either an person, by agen!, or through a receiver Appoint Receiver Lender shall have the nght to have a receiver appointed lo tal(e possession of all or any par! of lhe Property, wrth the power to protect and preserve the 1 Property, to operate Iha Property preceding or pending foreelosure or sale, and lo collect the Rents from the Property and apply the proceeds, over and above the cost ot the recerversh1p, agarnst the Indebtedness The receiver may serve ~rthout bond 1f permrtted by law Lender's nght to the appo1ntment = ---= = = = - DEED OF TRUST (Con~inued) I Page 6 cause to be delivered, to Lender such instruments as lender may request from bme to t,me to permit suell part1c1pat1on CompUanoe With Laws Grantor warrants that the Propgrty and Grantor's use of the Ptoperty complies wrttl all existing applicable laws, ordinances, and regulations of govemmerital authont1es Survival of Representations and Warranties. All representations, warranties, and agreements made by Granter rn tll1s Deed of Trust shall survive the execution and dellvery of ttns Deed of Trust, shall be cont111u1ng in nature, and shall remain m full force and effect unlll such time as Borrower's Indebtedness shalt be paid in full EXISTING INDEBTEDNESS. The following prov1S1ons concen:11n.g Ex1stmg Indebtedness are a part of this Deed of Trust Existing Uen. • The hen of this Deed of Trusl securing the Indebtedness may be seccnda,y and inferior to an eXJsbng hen Granter expressly covenants and agrees to pay, or See to the payment of, the Ex1st1ng Indebtedness end to prevent any default on suell 1ndebtedness, any default under ttie instruments evidencing such indebtedness, or any default under any security documents for such indebtedness ' No Modlfleatfon. Granter shall not enter Into any agreement with the holder of any mortgage. deed of trust. or other seounty agreement which has pnonty over this Deed of ,:rust by whrch that agreement 1s mochfted, amended, extended, or renewed without the pnor wrrtten consent of Lender ,Grantor shalr neither request nor accept any future advances under any such secumy agreement without the pr,or wntt~ consent of Lender CONDEMNATION The following proosrons relating to conderhnat10n proceecllngs are a part of this Deed of Trust Proeeedlngs. If any proceeding tn condemnation 1s filed, Granter shall promptly notify Lender m wntmg, and Granter shall promptly lake such slaps as may be necessa,y to defend the action and obtain !he award Granter may be the nominal party m such proceeding, but Lender shall be entrtled to part1mpate m the proceeding and to be represented In the proceeding by counsel of its own choice all at Grantor's expense, and Granter wdl deliver or cause to be dehvered to Lender such instruments and documentabon as may be requested by Lender from bme to time to perm,! such part1c1pat1on Application of Net Proceeds. If all or any part of the Pr9perty 1s condemned by eminent domain proceed,ngs or by any proceechng or purchase in lieu of condemnation, Lender may at its elecbon require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or reslora11on of the Property The net proceeds of the award shall mean the award after payment of all reasonab18 costs, expenses, and attorneys' fees mcurred by Trustge, or Lender ,n cOJmeebon w1lh the oondermation · IMPOSITION OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The following prov1s1ons relabng to governmental I.axes, fees and charges are a part of this Deed of Trust Current Taxes, Fees and Charges, Upon request by Lender, Granter shall execute such documents in addrt1on to ttus Deed of Trust and lake whatever other acbon IS requested by Lender to perlect and continue Lender's hen on the Real Property Granter shall reimburse Lender for all taxes, as descnbed below, together wrth all expenses incurred 1n recording, perfecting or contmumg this Deed of Trust, mclud1ng without hm1tat1on all taxes, 1ees, documentary stamps, and other charges for recorchng or reg1stenng this Deed O! Trust Taxes The follow,ng shall oons~Me I.axes to which this secbon apphes (1) a specific tax upon 1h10 type of Deed of Trusl or upon all or any part of the Indebtedness secured by lh1s Deed of Trust, (2) a spec1f10 I.ax on Borrower which Borrower is authorized or required to deduct from payments on the Indebtedness secured by this type of Deed of Trus~ (3) a tax on this type of Deed of Trust chargeable aga,nsl the Lender or the holder of the Nole, and (4) a spec,f,c I.ax on all or any portion of the Indebtedness or on payments of pnnc,pal and mterest made by Borrower Subsequent Taxes If any tax to whteh this section applies is enacted subsequent to the data of this Deed of Trust, ttus event shan have the same effect as Default, and Lender may exercrse any or all of its available remedies for Default as provided below unless Grantor either (1) pays the tax before it becomes delinquent, or · (2) contests the tax as proVKled above m the Taxes and Liens section and deposrts wrth Lender cash or a sufficient corporate surety bond or other secunty satisfactory to Lender SECURITY AGREEMENT; FINANCING STATEMENTS. Th~ fol!owrng prov1s1ons relatrn·g to ttus Deed of Trust as a secunty agreement are a part of this Deed of Trust , Security Agreement Th,s mstrumenl shall consllMe a isecunty Agreement to the extent any of the Property constitutes frxtures, and Lender shall have all of 1he nghts of a secured party under the Uniform Commercial Code as amended from time to time Security Interest Upon request by Lender, Grantor shall execute financing statements and take whatever other action is requested by Lender to perfect and continue Lender's security interest 1n the Rents and Personal Property In addition to recording this Deed of Trust in the real property records, Lender may, at any time and without further aulhonzalon from Grantor, file executed counterparts, copies or reprodiuct1ons of this Deed of Trust as a fmanc1ng statement Granter shall reimburse Lender for alf expenses incurred 1n part8Ctmg or cont1nu1ng ttws security mterest Upon default, Grantor shall not remove, sever or detach the Personal Property from the Property Upon default, Grantor shall assemble any I DEED OF TRUST (qontinued) Page 5 and repair, Grantor shall repair or replace the damaged or destroyed Improvements 1n a manner sat1sfae1ory to Lender Lender shall, upon sattsfactory proof of such expenditure, pay or reimburse Granter from the proceeds for the reasonable cost of repair or restoration if Grantor is· not 1n default under ttus Deed of Trust My proceeds whlCh have not been disbursed w1thrn 180 days after lhe1r receipt and which Lender has not comrrutted lo the repair or restoration of the Property shall be used f,rat to pay any amount owing to Lender under this Deed of Trust, then to pay accrued Interest, and the rema1nde,, H any, shall be applied to Ille pnnc1pal balance of Iha Indebtedness If Lende, holds any proceeds after payment ,n 1ull of tha Indebtedness, such proceeds shall be paid W11hout nterest to Granto, es Granto~s interests may appear Compliance with Existing Indebtedness Dunng the penod 1n which any Existing Indebtedness desc;nbed below zs rn effect, compliance wrth the Insurance prov1S10ns contained an the instrument evidencing such Exist111g Indebtedness shall constrtute compl1ance With the Insurance provls1ons under ttus Deed of Trust to the extent compl1ance with the teITT1S of this Deed of Trust would consbtute a duplicat10n of 1hsurance requrremant If arry proceeds from the insurance become payable on ioss, the provislOlls m U11s Deed of Trust for d1v1s1on of proceeds shall apply only to that port>on of the proceeds not payat>e lo the holder of the ExtSbng Indebtedness Grantor's Report on tnsurance. Upon request of lencter1 however not more than once a year, Grantor shan furnish to Lender a report on each ex1sbng poltcy of nsurance showing (1) the name of the insurer, (2) the risks insured, (3) the amount or the policy, (4) the property insured, the then current replacement vatue of such property, and the manner of determ1mng that vaJue, and (5) Iha exp1rat1on d.ate or the policy Granier shall, upon request of Lender, have an independent appraiser satisfactory to Lender determine the cash vatue replacement cost of the Property TAX AND INSURANCE RESERVES. Subject to any ltmttauons set by appltcable law, Lender may require Grantor to mamtatn with Lender reserves for payment o1 annual taxes, assessments, and insurance premaums, which reserves shaR be created by advance payment or monthly payments of a SWTI esbmated by Lender to be suff1C1ent to produce, amounts at least equal to the taxes, assessments, and insurance premiums to be paid The reserve funds shall be held by L90der as a general deposit from Gramor, which Lender may sabsfy by payment of the taxes, assessments, and insurance premiums required to be paid by Grantor as they become due Lender shall have the nght to draw upon the reseive funds to pay such Items, and Lender shall not be required to determine the val1d1ty or accuracy or any 1tem before paying tt Nothmg rn the Deed of Trust shaft be !tlmrconstrued as requrnng Lender to advance other morues fOr such purposes, and Lender shall not mcur any habllrty for anything ._.. ,t may do or omrt to do wrth respect to the reserve accoi.int Subject to any hmrtahons sat by applicable law, If the reserve _,. funds disclose a shortage or delictency, Grantor shall pay such shortage or defrc10ncy as requ,red by Lender All amounts tn ~, the reserve account are hereby pledged to further secure the Indebtedness, and Lender IS hereby authonzed to wtthdraw and c:::, apply such amounts on the Indebtedness upon Default lender shall not be required to pay any interest Of eammgs on the cz,, reserve funds unless required by law or agreed to by Lender !fl wntrng Lender does not hold the reserve funds m trust for Grantor, and Lender ts not Grantor's agent for payment of: the taxes and assessments required to be paid by Grantor -LENDER'S EXPENOtrURES. If any action or proceed1rig 1s commenced that would matenally affect Lender's rnterest 1n the Property or d Grantor fads to comply wdh any prOV1S1on of this Deed of Trust or any Related DoctJments, 1nclud1ng but nol limrted to Grantor's failure to comply wdh any obligation to maintain Ex1stmg Indebtedness m good standing as required below, or to d1.s¢,arge or pay when due any amounts Grantor rs requtred to discharge or pay under this Deed of Trusl or any Related Documents, Lender on Grantors behalf may (but shall not be obligated to) take any action that Lender deems appropnate, 1ncludmg but not !united to d1Scharg1ng or paying all taxes, ltenS, security Interests, encumbrances and other claims, at any time levied or placed on the Property and paying aM costs for tnsunng, maintamutg and preserving the Property />JI such expendrtures tncurred or paid by Lender for such purposes will lllen bear anterest at the rate charged under the Nole from lhe date mcurred or paid by Lender to the date or repayment by G rantor All such expenses win become a part of tile Indebtedness and, at Lenders opbon, will (A) be payable on demand, (B) be added to the balance of the Note and be apport100ed among and be payable Wtth any tnstallrne,:il payments to become dU8 dunng either (1) the tenn of any appl!C2ble insurance poltcy, or (2) the rerna1mng lam, of Iha Note, or (Cl be treated as a balloon payment whtCh wtll be due and payable at the Note's mab.mty The Deed of Trust ;also will secure payment of these amounts Such nght shall be 1n addition to all other rights and remeches to which Lender may be enbtled upan Default WARRANTY, DEFENSE OF TITLE. The following provisions relahng to ownership of the Property are a part of this Deed or Trust Title. Granier warranls that (a) Grantor holds gobd and mar1<elable title of record to the Property rn f99 simple, free and clear of all hens and encumbrances other thari those set lorth m the Real Property descnptJOn or tn the Existing Indebtedness secborl below or in any tltle 1nsuranha policy, t1~e report, or hnal tdle opmm tssued rn favor ol, and accepted by, Lender 1n connecllOO with this Deed of Trust, and (b) Grantor has the full right, power, and authonty to execute and deliver thtS Deed ol Trust to Lender Defense of Title Sul:)fect to the excepbon in the paragraph above, Grantor warrants and will lorever defend the title to the Property aganst the lawful claims of an peraons . In the event any aclton or proceedmg IS commenced that quesbons Grantor's trtle or the R1terest of Trustee or Lender under this Deed of Trust, Grantor shall defend the action at Grantor's expense Grantor may be the nominal party m spch proceeding, but Lender shall be entitled ,o partic1pata 1n the proceechng and to ba repres8t1ted 1n the proceedm~ by counsel of Lender's ~n choice, and Grantor will deliver, or --..... c::, = = -- ' DEED OF TRUST (Continued) Page 3 rospect1v• obl,gallons under the Note, th,s Deed of Trust. and the Relatao Documents POSSESSION AND MAINTENANCE OF THE PAOPEFITY Borrower and Grantor agree that Bonowe(s and Grantor's possession and use of the Property shall be governed by the followmg prov1s,ons Possession and Use Until Default. Grantor may (1) remain ,n possoss,on and control of the Property, (2) use, operate or manage the Property, and (3) collect the Rents from the Property (this prMege ,s a license from Lender to Granlor automallc:ally revoked upon default) The following prov1s1011s relate 10 the use of the Property or to other 11mllations on the Property The Real Property is oot used pr1nc1pally for agncullural purposes Duty to Maintain. Granter shall ma1nt.a1n 1he Property 1n tenantable condition and promp~y perform an repairs, replacements, and maintenance necessary to preserye its value Compliance With Environmental Laws Granto< ~resents and warrants to Lender that (1) Dunng the penod of Grantor's ownership of the Property, there has baen no use, generation, manufacture, storage, treatment, disposal, release or threatened release of any Hazardous S,t,stance by any person on, under, aboUt or from the Property, (2) Granter has no knaMedge of, or reason to believe tha1 there has been, except as previously disclosed to and acknowledged by Lender"' wntmg, (a) any breaoh or v,olab<>n or any Environmental Laws, (b) any use, geoera~on. manufacture, storage, treabnent, disposal, release of threatened release of any Hazardous Substance on, under. about or from the Property by any pnor owners or occupanls of the Property, or (c) any actual or threatened lrt1gahon or claims of any kind by any person relating to such matters, and (3) E:x;cept as previously disclosed to and acknowledged by Lender 1n wntmg, (a) netther Grantor nor any ~nt, contractor, agent or other authonzed user a! the Property shall use, geoerate, manufacture, store, treat, dispose of'or release any Hazardous Substance on, under, about or from the Property, and (b) any such act1v1ty shall be conduj:ted in cornpbance with all applicable federal, state, and local laws, regulabons and ordinances, Including without "mrtatlon an Environmental laws Grantor authonzes Lender and Jts agents to enter upon the Property to make such inspections and tests, at Grantor's expense, as Lender may deem appropnate to determine compliance of the Property w1lh this section of the Deed of Trust Any 1nsp&cbons or tests made by Lender shall be for Lender's purposes only .and shall not be construed to create any responstb11ity or habd1ty on the part of Lender to Grantor or to any other parson : The representations and warranties contained herein are based on Granlor's due d1l1gence "' mvost,gahng the Property for Hazardous Substances Gran tor hereby (1) releases and watv8S arry future clams against Lander for 1ndammty or contribution ,n the event Grantor becomes liable for cleanup or other costs under any such laws, and {2) agrees 1tt:, flldernn1ty and hold hamlless Lender agaJnSt any and an cia1ms, losses, l1ab1ht1es, damages, penalties, and expenseF which lender may direcUy or md1rectly sustarn or suffer resultang from a breach of this section of the Deed of Trust (j)r as a consequence of any use, generahon, manufacture, siorage, disposal, release or threatened release occumng pnbr to Grantor's ownership or inlerest 1n the Property, whether or not the same was or should have been known to Grantor The prov,s,ons of this sectJon of the Deed of Trust, 1ncludlng the obllgabon to indemnify, shall survNe the payment ot the Indebtedness and the satisfaction and reconveyance of the lien of this De-eel of Trust and shan not be affected by, Lender's acquisrt1on of any interest ,n the Property, whether by foreclosure or othervnse Nuisance, Waste. Grantor shall not cause, conduct or permit any nuisance nor commit, permrt, or suffer any stripping of or waste on or to the Property or any portion of the Property Without hm1ting the generality of the forego1ng, Grantor will not remove, or grant to any other party the nght to remove, any timber, mmerals (1ncludrng od and gas), coal, clay, scona, sod, gravel or rook products without Lender's pnor wntten consent Removsl of Improvements. Grantor shall not demobsh or remove any Improvements from the Real Property without Lender's pnor wrrttan. consent As a condtt1on to the removal of any Improvements, Lender may require Grantor to make arrangements satisfactory 1o Lender to replace such ,Improvements with Improvements of at least equal value Lender's Right to Enter. Lender and Lenders agents and representabves may enter upon lh• Real Property at all reasonable times to attend to Lender's interests and to inspect the Real Property for purposes of Grantor's compliance with the terms and coodrttons of thts Deed ol Trust Compliance with Governmental Requirements Grantor shan promptly comply, and shall promptfy cause compliance by all ageni:S, tenants or other persons or entities of eveiy nature whatsoever who ren1, lease or otherwise use or oxupy lhe Property 1n any manner, wrth alt laws, ord1nanc8S, and regulations, now or hereafter ,n effect, of an governmental authorities appllcable to the use or occupancy or the property, 1nclud1ng without lmitatmn, the Am8008ns With D1sab1l111es Act Granter me.y contest In good faith any such Jaw, ordinance, or regulation and withhold compliance dunng any proceedng, 1nclud1ng appropriate appeals, so k>ng as Granter has notified Lender in wntrng prior to doing so and so long as, 1n Lender's sole oplrnon, Lender's interests in the Property are not Jeoparchzed Lender may require Grantor to post adequate security or a surety bond, reasonably satrsfactory to Lender, to protect: lender's Interest Duty lo Protect Grantor agrees nerther to abandon or leave unattended the Property Grantor shall do all other acts, m addrtoo to lhose acts set forth above 1n this secbon, which from the character and use of the Property are reasonably necessary to protect and preserve the Property DUE ON SAt.e • CONSENT BY LENDER. Lender may, al Lender's option, (A) declare 1mmediatoly due and payable all sums secured by this Deed of Trust or (8) increase the. interest rate provided for in the Note or other document evidencing """' --c:::, =· =-= DEED OF TRUST (Continued) Page 4 the Indebtedness and impose such other condrt1ons as Lender deems appropnate1 upon the sale or transfer1 wttllout Lender's pnor wntten consent, of all or any part of the Real Property, or any interest 1n the Real Property. A "sale or transfer" means the conveyance of Real Property or any nght, trtle or interest 1n the Real Property I whether legal, beneficial or equitable, whether voluntary or involuntary, whether by outnght sale, deed, installment sale contract, land contract, contract for dead, leasehold interest with a term greater Ulan U,ree (3) years, lease-option contract, or by sale, ass1gnmen, or transfer of any beneficral interest m or to any land trust holding btle to Ule Real Property, or by any other method of conveyance of an Interest In the Rear Property If any Grantor lS a corpora1.ion, partnership or hmrted l1ab1hty company, transfer also Includes any change In ownership of more than twenty-five percent (25%) of the voling stock, par1nersh1p interests or llm1ted llabTirty company interest~, as the case may be, of such Grantor However, l111s option shall not be exercised by Lender if such exercise 1s proh,brted by federal law or by Washington law TAXES AND LIENS. The following provisions rela\Jng to the ~es and hens on the Property are part of this Deed of Trust Payment. Granlor shall pay when due (and m all evenls pnor to delinquency) an taxes, special laxes, assessments, charges {mctudlflQ water and sewer), fines and lmpostbo'.ns levied against or on account of the Property, and shall pay when due all clalTTlS for work done on or for services rendered or matenal furnished to the Property Grantor shall maintain tho Property free of all liens having pnont)I ovj< or equal lo the interest of Lender under this Deed of Trust, except for the lien of laxes and assessments not due, except k>r the Existing Indebtedness referred to below, and except as otherwise provided in this Deed of Trust Right to Contest. Grantor may withhold payment of any tax, assessment, or claim m connecbon W1lh a good faith dispute over the obhgabon to pay, so long as Lender's interest 1n the Property ts not Jeoparcllzed If a hen anses or as hied as a result of nonpayment, Granter shaTI within fifteen (15) days after the lien anses or, d a hen ,s filed, wrthln fifteen (15) days after Grantor has notice of Iha f~lfl9t secure 1he dtScharge of the lien, or d requested by Lender, deposit wrth Lender cash or a sufficient corporate surety bond or other security sattsfactory to Lender in an amount sufficient to discharge the hen plus any costs and attorneys' fees, or other charges \hat could accrue as a result of a foreclosure or sale under the hen In any contesti Grantor shaR defend :Itself and Lender and shall sabsfy any adverse Judgment before enforcement against the Property Grantor shall name L8nder as an additional obl,gee under any surety bond furnished m the contest proceedings · Evidence of Payment. Grantor shall upon demand furnish to Lender sallsfactory evidence of payment of the taxes or assessments and shall authoru:e the appropnate governmental off1cial to dehver to Lender at any brne a wrrtten statement of the taxes and assessments against the Property \ NoUce of Construction. Granter shan nobfy Lender at least fifteen (15) days before any work 1s oommenced, any services are furnished, or any materJals are supphed to f:he Property, 1f any mechanic's lien, matenalmen's hen, or other lien could be asserted on account of the work, services, Or matenals and the cost exceeds $5,000 00 Grantor will upon request of Lender furnish to Lender advance assurances sabSfactory to Lender that Gcantor can and ~11 pay the cost of such Improvements PROPERTY DAMAGE INSURANCE. The following prov1s100s relabng to 1nsunng the Property are a part of this Deed of Trust Maintenance of Insurance. Grantor shall procure and marnta1n policies of nre insurance w11h standard extended coverage endorsements on a fatr value basis for the full insurable value covering all Improvements on the Real Property in an amount sufficient to avoid application of any coinsurance clause, and with a standard mortgagoo clause in favor of Lender Grantor shall also procure and maintain cornprehenswe general liability insurance rn such coverage amounts as Lender may request wrth Trustee and Lender being named as add100nal insureds m such llab~tty msurance pobc1es Add1t1onally, Granter shaD ma1nta1n such other insurance, 1nclud1ng but not hrruted to hazard, business 1nterrupbon, and boiler insurance, as Lender may reasonably require fl'ohcies shall be written in fonn, amounts, coverages and bas1S reasonably acceptable to Lender and issued by a company or compames reasonably acceptable to Lender Granter, upon request of Lender, will delrver to Lender from i1me to time the pohc1es or certificates of insurance m form satisfactory to Lender, including sbpulabons that coverages will not be cancelled or d1m1mshed without at least ten (10) days pnor wntten notice to Lender Each insurance polLcy also shall include an endorsement prov1d1ng that coverage in favor of Lender will not be impaired m any way by any act, om1ss1on or default of Grantor or any other person Should the Real Property be located tn an area designated by tl':le Director of the Federal Emergency Management Agency as a special flood hazard area, Grantor agrees to obtain and maintain Federal Flood Insurance, rf ava1lable1 within 45 days atter notce 1s given by Lender that the Property 1s located n a speoial flood hazard area, for the full unpaid pnnc1pal balance of the loan and any prior hens on the property ~ecuring U1e loan, up to the maximum policy hm1ts set under Ule National Flood Insurance Program, or as otheiw1se req411red by Lender I and to mamtam such insurance for the term of the loan Application of Proceeds. Grantor shall promptly notify Lender of any loss or damage to the Property rf the estrrnated cost of repair or replacement exceeds $500 00 Lender may make proof of loss d Grantor fails to do so w1th1n fifteen (15) days of the casualty Whether or not Lender's securrty is 1mpa1red, Lender may, at Lender's election, receive and retain the procBBds of any insurance and apply the proceeds to the reduction of the Indebtedness, payment of any lien affectrng the Property. or 1he restorat10n and repair of th~ Property If Lender elects to apply the proceeds to restoration ----= C> = en - DEED OF TRUST (Continued) Page 2 CONVEYANCE AND GRANT. For valuable consideration, Granter conveys to Trustee In trust with power of sale, right of entry and possession and for the benefit of Lender as Beneficiary, all of Grantor's nghl, btie, and nterest In and to the following described real property, together with all ex1st1ng or subsequently erected or affixed buildings, improvements and factures, all easements, nghts of way, and appurtenances, all water, water nghts and ditch rights (1nctuding stock 1n utilities with ditch or 1rngatJon rights}, and all other rights, royalties, and profits relating to the real property, 1nclud1ng without llmitat1on all m"8rals, 011, gas, geothennal and s,miar matters, (the "Real Property") located in KING County, State of Washington: NEW LOT 2 OF LOT LINE ADJUSTMENT MAP (BEING CITY OF RENTON FILE NO. LUA-94-157-LLA) AS RECORDED UNDER. KING COUNTY RECORDING NO. 9511299006, BEING A PORTION OF LOTS 2 & 3 OF BURLINGTON NORTHERN BINDING SITE PLAN (BSP-014•92) AS PER PLAT RECORDED IN VOLUME 161 OF PLATS, PAGES 8-11 AND UNDER RECORDING NO. 9206302696; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. The Real Property or its address is commonly known as 3701 EAST VALLEY HIGHWAY, RENTON, WA 98307. The Real Property tax identification number is 1253600020 CROSS-COLLATERALIZATION In addition to the Note, this Deed of Trust secures al! obligations, debts and hatMht1es, plus interest thereon, of Borrower to lender, or any one or more of them, as well as all claims by Lender against Borrower or any one or more of them, whether now existing or hereafter ansmg, whether related or unrelated to the purpose of the Note, whether vo!unlary or otherwise, whether due or not due, dtrect or 1nd1rect, deterrrnned or undetermined, absolute or contingent, liquidated or unllqu1dated whether Borrower or Glfultor may be liable indMdually or 1omtiy wrth others, whether obligated as guarantor, surety, accommodatton party or oth8rw1se, and whether recovery upon such amounts may be or hereafter may become barred by any statute of hm,tat,ons, and whether the obl1gabon to repay such amounts may be or hereafter may become otherwtSe unenforceable REVOLVING LINE OF CREDIT. Speclflcally, tn addiUon to the amounts specified m the Indebtedness definition, and without llmltatlon, this Deed of Trust secures a revoMng hne of credlt,wlth a variable rate of interest, which obligates Lender to make advances to Borrower so long as Borrower complies with all Ule terms of the Note and the llne of credit has not be<ln terminated, suspended or cancelled. the Note allows negative amortization Funds may be advanced by Lender, repaid, and subsequently readvanced The unpa(d balance of the revolving line of credit may at .certaln limes be lower than the amount shown or zero. A zero balance does not tennlnate the line of credit or terminate Lender's obllgatlon to advance funds to Borrower. Therefore, the lien of thls Deed of Trust will remain In full force and effect notwlthstanding any zero balance, Grantor hereby assigns as secunty to Lender, an of Grantor's nght, title, and interest rn and to all leases, Rents, and profits of the Property This assignment ts recorded in accordance with RCW 65 oa 070, 1he \!en created by this assignment 1s intended to be specific, per1ected and choate upon the recording of this Deed of Trust Lender grants to Grantor a license to collect the Rents and profits, which license may be revoked at Lender's option and shall be automattcally revoked upon acceferabon of all or part of the Indebtedness THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS ANO THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (B) PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THIS DEED OF TRUST. THIS DEED OF TRUST IS GIVEN ANO ACCEPTED ON THE FOLLOWING TERMS: GRANTOR'S REPRESENTATIONS AND WARRANTIES . Grantor warrants that (a) this Deed of Trust 1s exeouted at Borrower's request and not at the request of Lender; {b} Granlor has the full power, right, and authority to enter mto this Deed of Trust and to hypothecale the Property, (c) the provis1ons of this Deed of Trust do not confloct w,th, or result m a default unde_r any agreement or ottier instrument binding upon Granter and do not result 1n a violation of any law. regulatron, court decree or order applicable to Grantor, (cl) Grantor has'estabhshed adequate mears of obtaining from Borrower on a continuing basis inforrnauon about Borrower's financial condrnon, and {e) Lender has made no representation to Granter about Borrower (including without ilm1tat1on the credrtworthmess of Borrower) GRANTOR'S WAIVERS. Granter waives au nghts or defensJ')S arising by reason of any 'ona acbon' or "anb-dehc1ency" law, or any other law which may prevent Lender from bnnging any action against Granter, rncludmg a claim for def1c1ency to the extent Lender 1s otherwise enbUed to a claim for def1c:1ency, before or after Lender's commencement or completion of any foreclosure action, either JUd1c1ally or by exercise of a power of srue PAYMENT AND PERFORMANCE. Except as otherwise proVKJed ,n this Deed of Trus~ Borrower shall pay to Lender all Indebtedness secured by this Deed of Trust as rt becomes due, and Borrower and Granter shall strictly perform all their -- '"". ·= ,'= ..... 'lllllll1jllllllll 20021219000448 RETURN ADDRESS: KeyBank National Association CUSTO~ER DT 39 H PAGE 001 OF 012 800 Superior Ave. 9th Floor Cleveland, Oh10 44114 Attn: Mary Korosec #OH-01-02-0921 12/19/2002 09 32 KING COUNTY, UA 111111 i II I II I 1111 m 111111 ~ 1111 II~ II II~ 1111 ~ 111111 ~ 111111 m 1111 I~ ·200000000000000001· DEED OF TRUST DATE: August 26, 2002 Reference # (1! applicable)· ------,------- Granlor(s) 1 LANPHERE PROPERTIES, LLC Grantee(s} 1 KeyBank National Assoc1at1on 2 Commonwealth Land Trtle Insurance Company, Trustee Add1t1onal on page __ Legal Descnptlon Lot 2 & Por 3 Burlington Northern BSP (BSP-014-92) Vol 161 Plats, Pages 8-11, Being New Lot 2 of LLA Rec No 9511299006 Add1t1onal on page 2 Assessor's Tax Parcel ID# 1253600020 MAXIMUM LIEN. The lien of this Deed of Trust shall not exceed at any one lime $7,500,000.00. THIS DEED OF TRUST is dated August 26, 2002, among LANPHERE PROPERTIES, LLC, An Oregon Limited Llablllty Company, whose address is 12520 SW Canyon Road, Beaverton, OR 97005 ("Granter"); KeyBank National Association, whose malllng address Is OR-MIiwaukie , 10888 SE Main Street, Mllwaukle, OR 97222 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and Commonwealth Land Title Insurance Company, whose malling address Is 1200 Sixth Avenue, Suite 100, Seattle, WA 98101 (referred to below as 11 Trustee"). ...... = = Loan No: 9001 ASSIGNMENT OF RENTS (Continued) Page 7 reca1vable, cash or security depos1ts1 advance rentals, profits and proceeds from the Property, and other payments and benefits derived or to be derwed from such leases of every kmd and nature1 whether due now or later, including without llm1tat1on Grantor's right to enforce such leases and to receive and collect payment and proceeds thereunder THE UNDERSIGNED ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS ASSIGNMENT, AND NOT PERSONALLY BUT AS AN AUTHORIZED SIGNER, HP,S CAUSED THIS ASSIGNMENT TO BE SIGNED AND EXECUTED ON BEHALF OF GRANTOR ON AUGUST 19, 2002. GRANTOR: ' p~ I LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF O Uu,prJ COUNTY OF \A}A.St'rl ,J C..-r'O.J ) ss ) Onth,s i"Jt'VI day of A~ .... ~ , 20 02-, before me, the undors,gnod Notary Public, personally appeared Robert o. LaKphere;§r., Member, Robert D. Lanphere, Jr,1 Member; Sharon Lenz, Member, and Mary Lanphere-Wiggins, Member of LANPHERE PROPERTIES, LLC, and personally known to me or proved to me on the basis of satisfactory evidence to be of the limited hab1hty company that executed: the Assignment of Rent$ and acknowledged the Assignment to be the free and voluntary act and deed of the hm1ted hab1llty company, by authorrty of statute, its articles of orgarnzat1on or rts opwatmg agreement, tor the uses and purposes therein mentioned, and on oath stated that they are authorl:ted to execute this Assignment and 1n fact executed th& Assignment on behalf of the hm1ted l1ab1hty company By, _ __.,,.LJa.i=~.tll...,,1,...,i5if>:lJ.-__ Notary Publlo In and for the State of .fJ& OFFICIAL SEAL • C BURNETT NOTARY PUBLIC-OREGON COMMISSION NO 346556 MY COMMISSION EXPIRES AUG G, 2005 Residing at i'Q8.TL.kl\)I;, OB,. ' My oommlsslon expires &'. frt f 2-NJ S • ~---~-------------- cc = = Loan No: 9001 ASSIGNMENT OF RENTS (Continued) Page 6 unenforceable as to any other circumstance If feasible, the offending prov1s1on shall be considered mod1hed so that rt becomes legal, vahd and enforceable If the offending prov1s1on cannot be so rnod1fred, 1t shall be considered deleted from this Assignment Unless otherwise required by ,law, the 1llegahty, mvalld1ty1 or unenforceab1hty of any provrs1on of this Assignment shall not affect the legality, validity or enforceab1hty of any other prov1s1on of this Assignment. Successors and Assigns. SubJect to any hmrtat1ons stated m this Assignment on transfer of Grantor's interest, this Assignment shall be btndmg upon and inure to the banefrt of the parties, their successors and assigns tf ownership of the Property becomes vested ma person other than ~rantor, Lender, without notice to Granter, may deal with Grantor's successors with reference to this Assignment and the Indebtedness by way of forbearance or extensmn without releasmg Grantor from the obligations of th1a Assignment or habihty under the lndebtednesa Time Is of the Essence. Time 1s of the essence in the performance of this Assignment Waive Jury. All partlea to this Assignment hereby waive tho right to any jury trial In any action, proceeding, or counterclaim brought by any party against any other party. WAIVER OF HOMESTEAD EXEMPTION. Granter hereby releases and waives all nghts and benehts of the homestead exemption laws of the State of Washington as to all Indebtedness secured by this Assignment WAIVER OF RIGHT OF REDEMPTION. NOTWITHS1ANDING A!'N OF THE PROVISIONS TO THE CONTRARY CONTAINED IN THIS ASSIGNMENT, GRANTOR HEREBY WAIVES A!'N AND ALL RIGHTS OF REDEMPTION FROM SALE UNDER ANY ORDER OR JUDGMENT OF FORECLOSURE ON GRANTOR'S BEHALF AND ON BEHALF OF EACH AND EVERY PERSON, EXCEPT JUDGMENT CREDITORS OF GRANTOR, ACQUIRING ANY INTEREST IN OR TITLE TO THE PROPERTY SUBSEQUENT TO THE DATE OF THIS ASSIGNMENT I DEFINITIONS The following cap1ta11zed words and terms shall have the following meanings when used m thrs Assignment Unless specrf1cally stated to the contrary1 all references to ·dollar amounts shall mean amounts m lawful money of the Umted States of America Words and terms used tn the singular Shall include the plural, and the plural shall mclude the smgular, as the context may require Words and terms not otherwrse: defined in thrs Assignment shall have the meanings attributed to such terms in the Uniform Commer°'al Code ' Assignment. The word ·.Assignment'' means this Ass19nment of Rents1 as this .Assignment of Rents may be amended or modified from time to bme1 together with all exh1brt::j and schedules attached to this Assignment of Rents from time to tme Borrower. The word "Borrower" means LANPHERE P~OPERTIES, LLC DefaulL The word 'Default" means the Default set forth ,n this Assignment m the section titled 'Default" Event of Default The words nEvent of Default" me.in any of the events of default set forth in this Assignment m the default seellon of th,s Assignment Granto,. Tho word "Grantor" means LANPHERE PROPERTIES, LLC Guarantor. The word nGuarantar" means any guarantor, surety, or accommodation party of any or all of the Indebtedness Guaranty. The word "Guaranty'' means the guaranty from Guarantor to Lender. including without l1m1tat1on a guaranty of all or part of the Noto 1ndebtedneS$. The word 'Indebtedness" means all prmc1pal, interest, and other amounts, costs and expenses payable under the Note or Related Documents, together with all renewals of, extensions of, modlf1cat1ons of, consohdatrons of and substitutions for the Note or Related Documents ;and any amounts expended or advanced by Lender to discharge Grantor's obhgat1ons or expenses incurred by Lender to enforce Grantor's obligations under this Assignment, together with interest on such amounts as provided m this Ass1Qnment Lender. The word "Lender'' means KeyBank National fJ,soc1at1on, its successors and assigns Note. The word "Note" means the promissory note dated August 18, 2002, in the original principal amount of $5,625,000.00 from Grantor to Lender, together wrth all renewals of, oxtons,ons of, mod1f1cat,ons of, ref1nanCJngs of, consohdat1ons of, and substitutions for the prom1s~ory note or agreement Property. The word nProperty'' means al! of Grantor's frght, title and mterest m and to all the Property as described m the "Assignment" seellon of this Assignment Related Oocumen1$. The words uRelated Document~" mean all promissory notes, credit agreements, loan agreements, environmental agreements, guaranties, security ag(eements. mortgages, deeds of trust, secunty deeds, collateral mortgages1 and all other instruments, agreements and documents, whether now or hereafter existing, executed m connection with the Indebtedness Rents The word "Rents~ means alJ of Grantor's present and future nghts, title and interest in, to and under any and all present and future leases, including:, wrthout hm1tat1on, all rents, revenue, mcome, issues, royalties, bonuses, accounts : -= = = Loan No: 9001 ASSIGNMENT OF RENTS (Continued) Page 5 any appeal Whether or not any court action 1s' involved, and to the extent not proh1b1ted by law1 all reasonable expenses Lender incurs that m Lender•s op1n1on: are necessary at any time for the protectcon of rts interest or the onforoement of ,ts rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rate 1rom the date of 1he expenditure until repaid Expenses covered by this paragraph include, without hm1tat1on, however subJect to any hm1ts under applicable law1 Lender's attorneys' fees and lender's legal expenses, whether or not there 1s a lawsuit, including attorneys' fees and expenses for bankruptcy proceedings {rncludmg efforts to modrfy or vacate any automat10 stay or 1n1unct1on)1 appeals; and any ant1c1pated post1ud9ment colle,otion servioes1 the cost of searching records, obta1nmg title reports (including foreclosure reports), surveyors' reports1 and appra.sal fees, title msuranoe 1 and fees for the Trustee, to the extent permitted by appl1cabre law Grantor also will pay any court costs, 1n add1t1on to all other sums provided by law : ' MISCELLANEOUS PROVISIONS The following m,soellaneous prOV1s1ons are a part of thrs Assrgnment Amendments This Assignment, together With ~ny Related Documents, conS11tutes the entire understandmg and agreement of the parbes as to the matters set forth 11n thrs Assignment No alteration of or amendment to thrs Assignment shall be effectrve unless given m wnt,ng and s,goed by the party or parties sought to be charged or bound by the alteration or amendment Caption Headings. Caption headrngs m thrs Assignment are for convenience purposes only and are not to be used to interpret or define the provr&1ons of this Assignment Governing Law. This Assignment wlll be governed by, construed and enforced In accordance wrth federal law and the Jaws of the State of Oregon, except and ,only to the extent of procedural matters related to the perfection and enforcement of Lender's rights and remedlea again.st the Property, which matters shall be governed by the laws of the State of Washington. However, In th~ event that the enforceablllty or valldfty of any provision of this Assignment Is challenged or questioned, such ! provision shall be governed by whlcheyer applicable state or federal law would uphold or wou!d enforce such ·challenged or questioned provision. The loan transaction which I$ evidenced by the Note and this Assignment 1has been applied for, considered, approved and ·made, and all necessary loan documents have been accepted by Lender In the State or Oregon. Merger There shall be no merger of the interest or estate oreated by thrs ass,gnment wrth any other interest or estate rn the P,operty at any time held by or for the benefit o:f Lender rn any capacity, without the wntten consent of Lender Interpretation. (1) In all cases where there ,s· more than one Borrower or Granter, then all words used m this Assignment in the emgular shall be deemed to have been used in the plural where the context and construction so require (2) ff more than one person signs this Assignment as ·Grantor," the obhgatrons of each Grantor are ,1omt and several Thia means that 1f Lender brings a lawsurt, Lender may sue any one or more of the Granters If Borrower and Granter are not the same person, Lender need not sue Borrower first, and that Borrower need not be Jmned in any lawsuit (3) The names given to pare.graphs or sections m this Assignment are for convenience purposes only They are not to be used to interpret or define the prov1s1ons of this Assignment No Waiver by Lender. Lender shall not be deemed to have wa1ved any nghts under this Assignment unless such waiver is given 1n writing and signed by Lender No delay or om1ss1on on the part ot Lender m exercising any nght shall operate as a WB.lver of such nght or any other nQht A waiver by Lender of a prov1s1on of this Assignment shall not preJud1oe or constitute a waiver of Lender1s right otherwise to demand strict comphanoe with that prov1s1on or any other proV1s1on of this. AsSJgnment No prior warvar by Uender, nor any course of dealing between Lender and Granter, shall constitute a waiver of any of Lender's rights or of any of Grantor's obl1gat1ons as to any future transactions Whenever the consent of Lender 1s required under thrs Assignment, the grantmg of such consent by Lender m any 1nstance shall not constitute cont1nu,ng consent to subsequent instances where such consent is required and m all cases such consent may be granted or withheld m the sole discretion of Lender Notices. SubJect to applicable law, and except for/notice required or allowed by law to be given m another manner, any notice required to be given under this Assignment shall be given ,n wntmg, and shall be effective when actually dehveted, when actually received by telafacs1m1le {unless otherwise required by law), when deposited with a nationally reco,gmzed overnight courier, or, If ma1led 1 when deposited 1n the United States mail, as first class, certified or registered mall postage preprud, directed to the addresses shown near the be9mn1ng of this Assignment Any party may change its address for notices under this Assignment by gwm~ formal wntten notice to the other parties, specrfy,ng that the purpose of 1.he notice 1s to change the party's address For.notice purposes, Granter agrees. to keep Lender informed at all times of Grantor's current address SubJeot to appheablEI law, and except for notice required or allowed by law to be given in another manner, if there 1s more than one Granto~. any notice g,ven by Lender to any Grantor 1s deemed to be nobce given to al! Granters · Powers of Attorney. The various agencies and Powers of attorney conveyed on Lender under this Assignment are granted for purposes of secunty and may not be-revoked by Granter unt1! such trme as the same are renounced by Lender Severablllty. If a court of competent 1unsd1ot10n 11nds any prov1s1on of this Assignment to be 11\egaJ, mval1d, or unenforceable as to any circumstance, that fi!ldmg shall not make the offending prov1s1on illegal, 1nvahd, or ! = = = c-.., = = Loan No: 9001 -------------------- ASSIGNMENT OF RENTS (Continued) Page 4 Defective Collaterallzatlon. This Assignment or any: of the Related Documents ceases to be m full force and effect (including failure of any collateral document to create a valid and pertected security mterest or lien) at any time and tor any reason Death or lnsolveney. The d1ssolut1on of Grantor's (r~gardtess of whether election to continue 1s made), any member withdraws from the limited hab11lty company, or any Other termination of Grantor's existence as a going business or the death of any member, the Insolvency of Granter, the .'appointment of a receiver for any part of Grantor's property, any assignment for the benefrt of credrtors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insolvency laws by or agamst Granter · Creditor or Forfeiture Proceedings. Commencement of foreclosure or forfeiture proceedings, whether by Jud101al proceedmg, selfphelp, repossession or any other method, by any creditor of Grantor or by any governmental agency agamst the Rents or any property securing the Indebtedness This includes a garnishment of any of Grantor's accounts, mcluding deposit accounts, with Lender However, this Event of Default shall not apply 1f there 1s a good faith dispute by Granter as to the validity or reasonableness of the claim which Is the basis of the creditor or forfetture proceeding and if Grantor gives Lender wntten notice of the creditor or f?rfelture proceeding and deposits wlth Lender monies or a surety bond for the creditor or forfeiture proceeding, m an ~mount determined by Lender1 LO its sole d1scret1on, as being an adequate reserve or bond for the dispute Property Damage or Loss. The Property 1s lost, stolen, substantially damaged, sold, or borrowed against ' Events Affecting Guarantor Aey of tho preceding events occurs wrth respect to any Guarantor of any of the lndebtedness or any Guarantor dtes or becomes incompetent, or revokes or disputes. the vahd1ty of, or l1ab1\rty under 1 any Guaranty of the Indebtedness In the event of a death, Lender, at rts option, may, but shall not be required to, permit the Guarantor's estate to assume uncond1tlona.lly the obligations ansmg under the guaranty in a manner satisfactory to Lender, and 1 m doing so 1 cure any Event of Default Adverse Change. A matenal adverse change oceurs in Gcantor's financial condrtlon, or Lender believes the prospect ot payment or performance of the Indebtedness 1s 1mpa,red ' Insecurity Lender m good faith behaves rtself insecure Cure Provlslons. If any default, other than a default m payment is curable and If Granter has not been grven a notice of a breach of the same prov,s,on of this Assignment within the preceding twelve (12) months, rt may be cured (and no event of default wall have occurred} 1f Granter, after rece1v1ng written notice from Lender demanding cure of such default (1) cures the default WJthm t1tteen (15) days, or (2) 1fthe cure requires more than fifteen (15) days, 1mmed1ately m1t1ates steps which Lender deems m Lender's sole discretion to be sufficient to cure the default and thereafter contrnues and completes all reasonable and necessary steps suff1c1ent to produce compliance as soon as reasonably practical RIGHTS ANO REMEDIES ON DEFAULT. Upon the occurrence of any Event of Default and at any bme thereatter, Lender may exerCJse any one or more of the following rights and remed1es 1 m addition to any other nghts or remedies provided by law AeceJerate Indebtedness. Lender shall have the right at ,ts option without notice to Granter to declare, the entire Indebtedness 1mmed1ately duo and payable, including any prepayment penalty which Granter would be required to pay Collect Rents lender shall have 1.he nght, without notice to Granter, to take possession of the Property and collect the Rents, 1ncludrng amounts past due and unpaid, and apply th& net proceeds, over and above Lender's costs, against the Indebtedness In furtherance of this right, Lender shall have all the rights provided for m the Lender~ Right to Receive and Collect Rents Section, above. If the Rents are collected by Lender 1 then Granter ITrevocably designates Lender as Grantor'S attorney-an-fact to endorse instruments received m payment thereof in the name of Grantor and to negotiate the same and collect the proceeds Payments by tena~ts or other users to Lender m response to Lender's demand shall satisfy the obhgat1ons for which the payments are made, whether or not any proper grounds for the demand existed Lender may exere.ise its rights under this subparagraph either rn person, by aaent, or through a receiver Appoint Receiver Lender shall have the right to hav.i a receiver appointed to take possession of all or any part Of the Property, with the power to protect and preserve the Property, to operate the Property preceding or pending foreclosure or sale, and to collect the Rents from the Property and apply the proceeds, over and above the cost of the rece1versh1p 1 against the Indebtedness The receiver may serve Without bond 1f permitted by law Lender's right to the appointment of a receiver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial amount Employment by Lender shall not d1squahty a person from serving e.s a rece1ver Other Remedies Lender shall have all other rights and remedies provided ,n this Assignment or the Note or by law Election of Remedies. Election by Lender to puraue :l.ny remedy shall not exclude pursuit of any other remedy, and an election to make expenditures or to take action to perform an obhgation of Grantor under this Assignment, after Grantor's 1a1Jure to perform, shall not affect Lender's right to declare a default and exerOJse its remedies. Attorneys' Fees; Expenses. If Lender mst1tutes any suit or action to enforce any of the terms of this Assignment, Lender shall be entitled to recover such sum as the c~urt may adjudge reasonable as attomeys' fees at trial and upon .' , ' Q = = <N a:, = V Loan No: 9001 ASSIGNMENT OF RENTS (Continued) Page 3 expenses of ma1nta1nmg the Property in proper repair and cond1bon 1 and also to pay all taxes, assessments and water ulililies, and the premiums on hre and other msurance effected by Lender on the Property Compbance with Laws. Lender may do any and all things to execute and comply with the laws of the State of Washington and also all other laws, rules. orders, ordinances and requirements of all other governmental agenaes affecting the Property Lease the Property. Lender may rent or lease th8 whole or any part of the Property for such term or terms and on such oond1t1ons as Lender may deem appropriate 1:mploy Agents, Lender may engage sucll agent or agents as Lender may deem appropnate, either 1n Lender's name or 1n Grantor's name, to rent and manage the Property1 including the collect,on and appl1cat1on of Rents Ollter Acts. Lender may do all suoh other tl11ngs and acts with respect to the Property as Lender may deem approprtate and may act exclusively and solely m the place and stead of Granter and to have all of the powers of Grantor for the purposes stated above i No Requirement to Act. Lender shall not be required to do any of the foregoing aots or things, and the fact that Lender shall have performed one or more of the foregoin0 acts or things shall not require Lender to do any other spectftc act or thing I APPLtCATION OF RENTS All costs and expenses ,ncLrred by Lender in connection with the Property shall be for Grantor's account and Lender may pay such costs and expenses 1rom the Rents Lender, in rts sole d1screbon, shall determine the appl1cabon of any and all Rents received by 1t1 however, any such Rents received by Lender which are not applied to such costs and expenses shall be applied to the Indebtedness. All expendI1Ures made by Lender under this Assignment and not reimbursed from tne Rents shall become a part of the Indebtedness secured by this AsStgnmen~ and shall be payable on demand, with mterest at the Note rate from date of expenditure until paid FULL PERFORMANCE. If Granter pays all of the Indebtedness wtten due and otherwise performs all the obligations imposed upon Granter under this Ass1gnmen~ the Nate, and the Related Documents, Lender shall execute and dehvor to Granter a suitable sat1sfact1on of this Assignment and. suitable statements of terminat,on of any financing statement on tile evidencing Lenderrs security interest in the Rents and'. the Property Any termination fee required by law shall be paid by Granter, tf permitted by apphcable law LENDER'S EXPENDITURES If any action or proceeding 1s commenced tnat would matenally affect Lender's interest m the Property or If Grantcir faJ\s to comply with any proV1s1on of this Assignment or any Related Documents, mcludmg but net hm1ted to Grantor's failure to discharge or pay when due any amounts Grantor 1s requ,red to discharge or pay under this Assignment or any Related Documents, Lender on Grantor's behalf may (but shall not be obligated to) take any action that Lender deems appropriate, 1ncludmg but not llmlted to.d1schar9mg or paying all truces, hens, seounty mterests1 encumbrances and other olaims, at any time levied or placed on the Rents or the Property and paying all costs for 1nsunng 1 maintaming and preserving the Property All such expenditures. mcurred or paid by Lender for such purposes will then bear mterest at the rate cnargod under the Note from tho date incurred or paid by Lender to th• date of repayment by Granter All such expenses will become a part of the Indebtedness and, at Lender'• option, will (A) be payable on demand, (6) be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due dunng either (1) the term of any applicable insurance pol1oy, or (2) the remammg term of the Note, or (C) be treated as a balloon payment which wtll be due and payable at the Note's maturity The AsSlgnment also wdl secure payment of these amounts Such nght shall be 1n addition to all other rights and remedies to which Lender may be entrHed upon Default DEFAULT, Each of tne followmg, at Lender's option, shall constitute an Event of Default under this Assignment Payment Default Grantor fatls to make any pay")ent when due under the Indebtedness Other Defaults. Grantor fails to comply with or to~ perform any other term, obligation, covenant or cond1t1on contained 1n this Assignment or m any of the Related Documents or to comply with or to perform any term, obhgat1on, covenant or cond1t1on contained in any other agreement betwe,en Lender and Granter Default on Other Payments. Failure of Granter ;-v1thm the time required by this Assignment to make any payment for taxes or insurance, or any other payment necessary to prevent f1_lmg of or to effect discharge of any hen Default In favor of Thlrd Parties. Granter defaults under any loan, extens.on of credit, secunty agreement, purchase or sales agreement, or any other agreement, in favor of any other creditor or person that may matenaUy affect any of Grantor's property or Grantor's ab1l1ty to perlorri, Grantor's obhgat1ons under this Assignment or any of the Related Documents Environmental Default Failure of any party to bomply with or perform when due any term, obligation, convenant or cond1t1on conta1nsd many environmental agreement executed m connsct1on with the Property False Statements. Any warranty 1 representation or statement made or furnished to Lender by Granter or on Grantor's behalf under this Assignment or the Related DocUments 1s falsa or misleading in any matenal respect, either now or at the time made or 1urrnshed or becomes false or misleading at any time thereafter CN <CO = Loan No; 9001 ASSIGNMENT OF RENTS (Continued) Page 2 ASSIGNMENT. For valuable consideration, Grantor hereby assigns, grants a continuing security interest in, and conveys to Lender all of Grantor's right, title, and interest !n and to the Rents from the following described Property located in King County, State of Washington: NEW LOT 2 OF LOT LINE ADJUSTMENT MAP (BEING CITY OF RENTON FILE NO. LUA-94-157-LLA) AS RECORDED UNDER KING COUNTY RECORDING NO. 9511299006, BEING A PORTION OF LOTS 2 & 3 OF BURLINGTON NORTHERN BINDING SITE PLAN (BSP-014-92) AS PER PLAT RECORDED IN VOLUME 161 OF PLATS, PAGES 8-11 AND UNDER RECORDING NO. 9206302696; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON The Property or its address is commonly known as 3701 East Valley Highway, Renton, WA 98307. The Property tax identification number is 1253600020 CROSS-COLLATERALIZATION, In addition to the Note, this Assignment secures all obhgat,ons, debts and hab1ht1es, plus 1nteres.t thereon, of Granter to Lender, or any one or more of them, as well as all claims by Lender against Granter or any one or more of them, whether now ex,stmg or hereafter ans1ng 1 whether related or unrelated to the purpose of the Note, whether voluntary or othel'Wlae, whether due or not due, direct or indirect, determmed or undeterrmned, absolute or contingent, liquidated or unhqu1dated whether Granter may be liable md1v1dually or Jointly with others 1 whether obligated as guarantor1 surety, accommodation party or otherwise, and whether recovery upon sueh amounts may be or hereafter may become barred by any statute of 1Jmrtat1ons, and whether the obllgatlon to repay such amounts may be or hereafter may become otherwise unenforceable 1 THIS ASSIGNMENT IS GIVEN TO SECURE (t) PAYMENT OF THE INDEBTEDNESS AND (2) PERFORMANCE OF ANY AND ALL OBLIGATIONS OF GRANTOR UNDER THE NOTE, THIS ASSIGNMENT, ANO THE RELATED DOCUMENTS THIS ASSIGNMENT IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYMENT AND PERFORMANCE. Excepl as otherwise provided 1n !his Assignment er any Related Documents, Granter shall pay to Lender all amounts secured by this Ass,gnment as they become due, and shall stnctly perform all cf Grantor's obilgations under this Assignment Unless and until Lender exero,ses Its right to collect the Rents as provided below and so long as there 1s no default under this Assignment, Grantor may remain m possession and control of and operate and manage the Property and collect the Rents, provided that the granting cf the right to collect the Rents shall not eonst1Me Lender's consent to 1he use of cash collateral in a bankruptcy proceeding GRANTOR'S REPRESENTATIONS ANO WARRANTIES. Granter warrants that Ownership. Grantor ts entitled to reoewe the Rents free and clear of all rrghts, loans 1 liens, encumbrances, and claims except as disclosed to and accepted by Lender 1n wnbng Right to Assign Grantor has the full nght1 power and -authority to enter mto this Assignment and to assign and convey the Rents to Lender No Prior Asslgnment Granter has not previously assigned or conveyed the Rents to any other person by any rnstrument now 10 force I No Further Transfer. Grantor will not sell, assign, encumber, or otherw1se dispose of any of Grantor's rrghts m the Rents except as provided 1n this Assignment LENDER'S RIGHT TO RECEIVE AND COLLECT RENTS. Lender shall have the nght at any t,me, and even though no default shall have occurred under this Assignment. to collect and receJVe the Rents For this purpose, Lender 1s hereby given and granted the following rrghts, powers and authority Notice to Tenants. Lender may send notices to any ~nd air tenants of the Property adv1stng them of this Assignment and d1rect1ng all Rents to be paid directly to Lender or L~nder's agent . Enter the Property. Lender may enter upon and take possession of the Property, demand, collect and receive from the tenants or from any other persons liable therefor, all of the Rents, institute and carry on all legal proceedings necessary for the protection of the Property, moluding such prc;iceedings as may be necessary to recover possession of the Property! colleci: 1he Rents and remove any tenant or tenants or other persons from the Property Maintain the Property. Lender may enter upon the Property to ma1nta1n the Property and keep the same in repair, to pay the costs thereof and of all services of all employees, mclud,ng their equipment, and of all continuing costs and ', ,, = = co RETURN ADDRESS: 111111111 HIii i i 20020828001047 KeyBank Nattonal Association Mall Code ID-56-PC-0125 431 Parkcenter BIVd - P.O Box5278 Boise, ID 83705 TRANSNATION TI ASNR 25.00 PAGE 001 CF 8e7 a81z81ze02 1e:•s KING COUNTY, LIA *20200037770700000090010G14* 0.,...,.... I 'e, 0.9 ASSIGNMENT OF RENTS (A.A./-OOt.\-o 2,.. Reference # (11 apphcable) ----------- Granlor(s) 1 LANPHERE PROPERTIES, LLC Grantee(s) 1 KeyBank National Assoc1at1on Add1t1onal on page _ Legal Descnpt1on· lot 2& Por 3 Bunlngton Northerns BSP (BSP-014-92) Vol 161 Plats. Pages 8-11, being New Lot 2 of LLA Rec No 9511299006 Additional on page 2 Assessor's Tax Parcel ID# 1253600020 THIS ASSIGNMENT OF RENTS dated August 19, 2002, is made and executed between LANPHERE PROPERTIES, LLC, An Oregon Limited Liability Company, whose address is 12520 SW Canyon Road, Beaverton, OR 97005 (referred to below as "Grantor') and KeyBank National Association, whose mailing address is 416 State Street, Salem, OR 97301 (referred to below as "Lender"). , ------------------ = = = Loan No: 9001 DEED PF TRUST (Continued) Page 12 REQUEST FOR FULL RECONVEYANCE To -------------------·· Trustee The undersigned 1s the legal owner and holder of all mdebtedness secured by this Deed of Trust You are hereby requested, upon payment of all sums owmg to you, to reconvey without warranty, to the persons entitled thereto1 the right, title and interest now held by you under the Deed of Trust Dale-------------------Beneficlary: ---------Br-________ _ Its·--------- ·-' . \ ' , . Loan No: 9001 DEED OF TRUST (C:ontinued) Page 11 GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED Of TRUST AND GRANTOR AGREES TO ITS TERMS ' GRANTOR: LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE Of () E,l;,&er,.) couNTYof WA.$\.\11:lc .. roaJ ' ) ss ) On this I q+I\ day of All. ~q.s.\-, 20 0 Z-, before me, the unders,gned Notary Public, personally appeared Robert D. LaoP ere, Sr, Member, Robert D. Lanphere1 Jr., Member; Sharon Lenz, Member; and Mary Lanphere-Wiggins, Member of LANPHERE PROPERTIES, LLC, and personally known lo me or proved to me on the basis of satisfactory evidence to he of the l1m1ted hab1hty company that executed the Deed of T11.1st and acknowledged the Deed of Trust to be the free and voluntary act and deed of the 11m1ted laab1lrty company, by authority of statute, its articles of organ1zat1on or rts operating agreement, tor the uses and purposes therem mentioned, and on oath stated that they are authonzed to execute this Deed. ot Trust and m tact exeouted the Deed of Tru$t on behalf of the l1m1ted \lab11tty company By <71@,W/dt,Y Notary Public In and J,,r the State of _Q.fb OFFICIAL Si;AL • C BURNETT NOTARY PUBLIC-OREGON COMMISSION NO 348556 MY COMMISSION EXPIRES AUG 6, 2005 Residing at foa;,-LA: ND l O & My commission expires <[/(, J WD'[5 I I <.O -= = = a:, "" = = Loan No: 9001 DEED OF TRUST (Continued) without l1m1tat1on all assignment and security interest P,rov1sions relating to the Personal Property and Rents DefaulL The word "Default" means the Default •et forth m this Deed of Trust m the section titled "Default" Page 10 Event of Default The words "Event of Default" mea~ any of the events of default set forth m this Deed of Trust 1n the events of default section of thts Deed of Trust Granter The word "Grantor' means LANPHERE PROPERTIES, LLC Guarantor. The word ~Guarantor" means .any guarantor, surety, or accommodation party of any or all of the Indebtedness Guaranty The word nGuaranty" means the guaranty from Guarantor to Lender, including without l1m1tation a guaranty of all er part of the Note I I Improvements The word "Improvements· means all existing and future improvements, buildings, structures, mobile homes affixed on the Real Property, fac1l1t1es 1 additions, replacements and other construction on the Real Property Indebtedness. The word "lndebtednessn means all prmc1pal 1 Interest, and other amounts, costs and expenses payable under the Note or Related Documentsi together wrt.h ,all renewals of, extensions of, mod1f1cat,ons of, consolidations of and substitutions for the Note or Related Documents 8nd any amounts expended or advanced by Lender to discharge Grantor's obhgahons or expenses incurred by Truste~ or Lender to enforce Grantor's obl1gat1ons under this Deed of Trust, to,gether wrth interest on such amounts as prov1qed m this Deed of Trust Lender. The word "Lender" means KeyBank National ~soo1at1on 1 its successors and assigns Note. The word "Note· means the prom1seory note dated August 19, 2002, in the original principal amount of $5,625,000.00 from Granter to Lender, together wrth all renewals of1 extensions of, mod1f1cat:Jons of, refinancmgs of, consol1da1.1.ons of, and subst1tutlons for the promissory note or agreement Personal Property. The words "Personal Property" m1:an all equipment, foctures, and other articles of personal property now or hereafter owned by Grantor, and now or her~after attached or affixed to the Real Property, together with all accessions, parts, and add1bons to 1 all replacements of, and all subs:btut1ons for, any of such property, and together with all 1ss1..1es and profits thereon and proceeds. Oncludrng wrthout l1m1tation all insurance proceeds and refunds of premrums} from any sale or other d1spos1t1on of the Property i Property. The word '"Property"' means collect1vely the f!eal Property and the Personal Property Real Property. The words "Real Property"' mean the real property, interests and rrghts, a• further described m this Deed of Trust Related Documents. The words "Related Documents" mean all promissory notes, credit agreements, loan agreements, guaranties, security agreements, mortgages, deeds of trust, seeunty deeds, collateral mortgages, and all other instruments, agreements and documents, whether now or hereafter existing, executed m connection with the Indebtedness, provided, that the environmental mdemn1ty agreements are not nRelated Documents~ and are not secured by this Deed of Trust Rents. The word "Rents" means all present and future rents~ revenues, income, issues, royalties, prof1ts 1 and other benefits derived from the Property Trustee. The word ''Trustee" means Commonwealth·Land Title Insurance Company, whose ma1hng address ,s 1200 Sixth Ave, Suite 100, Seattle, WA 98101 and any subst;tute or successor trustees ;:. .:-, -= = = Loan No: 9001 DEED OF TRUST ((?ontinued) MISCELLANEOUS PROVISIONS. The following m1scellaneous prov1s1ons are a par! of th,s Deed of Trust Page 9 Amendments. This Deed of Trust, together with any Related Documents, consbtutes the entire understanding and agreement of the parties as. to the matters set forth 1n this Deed of Trust No alteration of or amendment to this Deed of Trust shall be effeollve unless grven m writing and signed by the party or parties sought to be chal'ged or bound by the altarabon or amendment Annual Reports If the Property 1s used for purposes other than Grantor's residence, Grantor shall furnish to Lender, upon request, a certified statement of net operating 1nc:ome received from the Property during Grantor's previous frscal year m such form and detail as Lender shall require hNet operating mcome• shall mean all cash receipts from the Property less all cash expenditures made 1n conneci1on with the operabon of the Property Caption Headings Caption headings m this Deed of Trust are for convenience purposes only and are not to be used to interpret or defme the prov1s1ons. o1 this Deed of Trtlst Merger, There shall be no merger of the interest er estate created by this Deed of Trust with any other interest or estate m the Property at any time held by or for the benefit of Lender m any capacrty, without the written consent of Lender Governing Law This Deed of Trust will be governed by, construed and enforced In accordance with federal law and the laws of the State of Oregon, except anti only to the extent of prooedural matters related to the perlecbon and enforcement of Lender's rights and remedl,,s against 1he Property, which matters shall be governed by the laws of the State of Washington. However, In the event that the enforceability or validity of any provision of this Deed of Trust 10 challenged or questioned, such provision shall be governed by whichever applicable slate or federal law would uphold or would enforce such challenged or questioned provision. The loan transaction which Is evidenced by the Note and this Deed of Trust has been applied for, considered, approved and made, and all necessary loan documents have been accepted ~y Lender In the State of Oregon No Waiver by Lender Lender shall not be deen:ied to have wa,vad any rights under this Deed of Trust unless such waiver 1s given ,n wntmg and srgned by Lender No delay or om1s11cn on the part of Lender ,n exerc1s1ng any nght shall operate as a waiver of such nght or any other rig.ht A waiver by Lender of a prov1s1on of this Deed of Trust shall not preJud1ce or constitute a waiver of Lender's nght otherwise to demand strict compliance with that prov1s1on or any other provision of this Deed of Trust No pnor waiver by Lender, nor any course of dealing between Lender and Granter, shall constitute a waiver of any of Lender's nghts or of iany of Grantor's. obhgat,ons as 10 any future transaebons Whenever the consent of Lender 1s required under this Deed 'Of Trust, the granting of such consent by Lender many instance shall not constitute contmumg consent to subsequent 1rlstances where such consent 1s required and in all cases such consent may be granted or withheld in the sole discretion qf Lender Severab1hty. If a court of competent 1unsd1ot1on finds any prov1sron of this Deed of Trust to be illegal, invalid, or unenforceable as to any c1rcumstanc:e, that f1ridmg shall not make the offending prov1s1on 11legal, invahd, or unenforceable as to any other circumstance If feas1ble 1 the offending provu;non shall be oons.idered modd1ed so that 1t becomes legal, valid and enforceable If the offending prov1s1on cannot be so modified, 1t shall be considered deleted from this Deed of Trust. Unless otherwise required by law, the 1llegabty, mvalldlty, or unenforceab1llty of any prov1s1on of this Deed of Trust shall not affect the legality, vahd1ty or enforceab11rty of any other prov1s1on of this Deed, of Trust Successors and Assigns. SubJect to any hm1,at\ons stated m this Deed of Trust on transfer of Grantor's interest, this Deed of Trust shall be binding upon and 1nu!ll to the benafrt of the partJes, their successors and assigns If ownerst11p of the Property becomes vested an a person other th8.n Granter, Lender, without notice to Granter, may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by Wtl1 of forbearance or extension without releasing Granter from the obligations of this Deed of Trust or hab1hty under the Indebtedness Tirne 1s of the Essence. Time 1s of the essence 1~ the performance of this Deed of Trust WBJve Jury All parties to this Deed of TNst hereby waive the right to any Jury trial In any action, proceeding, or counterc\aim brought by any party against any ?ther party Waiver of Homestead Exemption. Granter heieby releases and waives all nghts and benefits of the homestead exemption laws ot the State of Washington as to a.11 Indebtedness secured by this Deed of Trust DEFINITIONS. The tollowmg caprtahzed words and terms shall have the following meanings when used 1n this Deed of Trust Unless speclf1cally stated to the contrary, al\ references to dollar amounts shall mean amounts m lawful money of the United States of Amenca Words and terms used m the singular shall include the plural, and the plural shall mclude the singular, as the context may require Words and terms not othel'Wlse defined m this Deed of Trust shall have the meanings attnbutad 10 such terms in the Umform Commercial Code 1 Beneflc,ary The word 'Benef1c1ary• means KeyS.nk National Assoc,atton, and its successors and assigns Borrower The word "Borrower" means LANPHERE PROPERTIES, LLC, and all other persons and entitles signing the Note 1n whatever capacity , Deed of Trust The words ''Deed of Trustft mean 'this Deed of Trus1 among Grantor. Lender, and Trustee, and includes u::, ...,.. = ..... = = = ------------- Loan No; 9001 DEED OF TRUST (Continued) Pages Other Remedies. Trustee or Lender shall have any oiher right or remedy provided ,n this Deed of Trust or the Note or bylaw Notice of Sale. Lender shall give Grantor reasonable notice of the time and place of any pubhc sale of the Personal Property or of the time after wh1oh any private sale or other intended d1sposlbon of the Personal Property 1s to be made Reasonable nottce shall mean notice given at least ten {10} days before the time of the sale or d1spos1t1on Any sale of Personal Property may be made in oon1unot1on with an,Y sale of the Real Property Sale of the Propany. To the extent permitted by applicable law, Granter hereby waives any and all rights to have the Property marshalled In exercising ,ts rights and reme~1es, the Trustee or Lender shall be free to sell all or any part of the Property together or separately, in om, sale or by separate sates lender shall be entitled to bid at any public sale on all or e.ny portLon of the Property \ Attorneys' Fees; Expenses. If Lender mstttutes any suit or aehon to enforce any of the terms of this Deed of Trust, Lender shall be entitled to recover such sum as the cpurt may ad1udge reasonable as attorneys' fees at tnal and upon any appeal Whether or not any court act,on 1s involved, and to the extent net prohibited by law, all reasonable expenses Lender incurs that 1n Lender's opinion are necessary at any time for 1:he protection of rts interest er the enforcement of ,ts nghts shall become a part of the Indebtedness payable on demand and ahall bear interest at the Note rate from the date cl the expenditure until repaid, ,Expenses covered by this paragraph include, without hm1tat1on, however subJect to any l1mrts under appl1oable law, Lender's attorneys' fees and Lender's legal expenses, whether or not there ,s a lawsuit, including attorneys' fees and expenses for bankruptcy proceedings (moludmg efforts to modify or vacate any automEll!c stay or m1unolion), appeals, and any anlic1pated post•JUQgment collection seMoes, the cost of searchmg records, obtaining title reports (mctudmg foreclosure reports), surveyors' reports., and appraisal tees, title insurance, and fees for the Trustee, to the extent permitted by appllcable law Grantor also will pay any court costs, in add1t1on to all other sums provided by law ' Rights of Trustee. Trustee shall have all of the nghts and duties cl Lender as set forth In this section POWERS AND OBLIGATIONS OF TRUSTEE. The lollo"l'ng provJSlons relating to the powers and obhgat,ons of Trustee {pursuant to Lender's mstructmns) are part of this Deed of T!ust Powers of Trustee. In add1t1on to all powers of Trustee arising as a matter of law, Trustee shall have the power to take the following actions with respeot to the Property upon the written request of Lender and Granter (a) 101n ,n prepanng and f1hng a map or plat of the Real Property, ,nolud1ng the dedloalion of streets or other rights to the public, (b) J01n ,n granting any easement or creating any restnction or, the Real Property; and (o) join in any subordination er other agreement affecting this Deed of Trust or the interest O:f Lender under this Deed of Trust OJ:Jllgations to Notify irustee shall not be obhgated1 to notify any other party of a pending sale under any other trust deed or llen, or of any action or proceeding m whtch· Grantor, Lender, or Trustee shall be a party, unless required by applicable law, or unless the action or proceed mg 1s brought by Trustee Tru~tee. Trustee shall meet all qualaf1cations required for Trustee under appllcable law In addition to the nghts and remedies set forth above, with respect to all or any part of the Property, the Trustee shall have the right to foreclose by notice and sale, and Lender shall have the right to foreclose by Jud1cml foreclosure, 1n either case m accordance wtth and to the full ex.tent provaded by applicable law Successor Trustee Lender 1 at Lender's option, may from time to bme appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an instrument executed and acknowledged by Lender end recorded In the office of the recorder of King County, State of Washington The instrument shall contain, m addrt1on to all other matters required by state law, the names of the orlgmal Lender, Trustee, and Grantor1 the book and page or the Audrtcr's File Number where this Deed of Trust 1s recorded, and the name and address of the successor trustee, and the mstrument shal[ be executed and acknowledged by lender or tts successors m interest The successor tn.istee, wrthout conveyance of the Property, shall succeed to all the tttfe, power, and duties conferred upon the Trustee m this Deed of Trust and by appllcable law This prooedure for subst1tutron of Trustee sh al I govern to the exclusion of an other prov,s1ons 1or subst1tut1on · ' NOTICES. SubJect to apphcable law1 and except far not1c~ requ1red or allowed by law to be given 1n another manner, any nottce required to be given under this Deed of Trust, mc!udmg without l1mltat1on any notice of default and any notice of sale shall be given in wr1tmg 1 and shall be effectwe when actually delivered, when actually received by telefacs1m1le (unless otherwise required by law}, when deposited with a nat1onaUy recognl2ed overmght couner, or, 1f mailed, when deposited 1n the Unrted States mail, as first c/ass 1 cert1f1ed or registered mail postage prepaid, d1recied to the addresses shown near the begmmng of this Deed of Trust All copies of notices of foreclosure from the holder of any lien which has prionty over this Deed of Trust shall be sent to Lender's address, as shown near the beginning of this Deed of Trust MY party may change ,ts address for notices under this Deed of Trust by giving form(µ wntten notice to the other part1es 1 spec1fymg that the purpose of the notrce 1s to change the party's address For not1ce pt;irposes, Grantor agrees to keep Lender mformed at all times of Grantor's current address. SubJeot to applicable law, and except for notice required or allowed by law to be gwen m another manner, 1f there 1s more than one Grantor, any notice given by Lender to any Grantor 1s deemed to be notice given to all Granters Loan No: 9001 DEED OF TRUST (Continued) I Page 7 Creditor or Forfeiture Proceedings. Commendement of foreclosure or forfeiture prooeedmgs, whether by 1ud1c1al proceeding, self-help, repossession or any other method, by any creditor of Granter or by any governmental agency against any property securing the Indebtedness }his includes a garnishment of any of Grantor's accounts1 mcludmg deposit accounts, wrth Lender However1 this Event of Default shall not apply 1f there 1s a good faith dispute by Granter as to the vahdtty or reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if Grantor gives Lender written notice of the creditor or forfe1t'.ure proceeding and deposits with Lender monies or a surety bond for the creditor or forfeiture proceedmg, m an amount determlned by Lender, 1n its sole d1soret1on, as bemg an adequate reserve or bond for the dispute Breach of Other Agreement. AAy breach by Gr,:ntor under the terms of any other agreement between Grantor and Lender that 1s not remedied w1thm any grace penod provided therein, including without hm1tat1on any agreement conoeming any indebtedness or other obhgabon of Granter to Lender, whether exastmg now or later Events Affecting Guarantor, MY of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies or becomes Incompetent, or revokes or disputes the validity of, or 1iab1lity under, any Guaranty of the Indebtedness ln the event :of a _death, Lender, at rts opt,on, may, but shall not be required to, permit the Guarantor's estate to assume uncond1t1onally the obl1gat1ons arrsmg under the guaranty m a mannar satisfactory to Lender, and, ,n doing so, cure any Event of Default ' Adverse Change. A matenal adverse change ooo~rs In Grantor's financial cond1t1on, or Lender believes. the prospect of payment or performance of 1he Indebtedness is 1mpa,red Insecurity Lender in good faith behaves itself 1ns~cure Right to Cure. lf such a failure 1s curable and 1f Gramer has not been given a notice of a breach of the same prov1SJon of this Deed of Trust within tho preceding twelve (12) months, rt may be oured {and no Event of Default will have occurred) 1f Granter, after Lender ;ends wntten notice demanding cure of such failure (a) cures the fal\ure w1thm fifteen (15) days, or (b) d tho cure requires more than fifteen (15) days, immediately inmates stops sufhc1ont to oure the faolure and thereafter con1mues and completes all reasonS.ble and necessary steps sufnCJent to produce compliance as soon as reasonably practical ' RIGHTS AND REMEDIES ON DEFAULT, Han Event of Dofautt occurs under this Deed of Trust, at any time thereafler, Trustee or Lender may exercise any one or more of the following rights and remedies Election of Remedies Election by Lender to pursue any remedy shall not exclude pursuit of any other remedy, and an eleC'bon to make expenditures or to take acbon to perform an obl1gat1on of Granter under this Deed of Trust1 after Grantor's failure to perform, shall not affect Lende1s right to declare a default and exercrse its remedies Accelerate Indebtedness. Lender shall have the nght at ,ts option to declare the entire Indebtedness 1mmed1ately due and payable, 1ncludmg any prepayment penalty which Grantor would be required to pay. Foreclosure. With respect to aU or any part of the Real Property, the Trustee shall have the nght to exercise rtS power of sale and to foreclose by notice and sale, and Lender shall have the nght to foreclose by Jud101a! 1oreclosure, m either case m accordance with and to the full extent provided by applicable law UCC Remedies. Wrth respect to all or any part of the Personal Property, Lender shall have all the rights and remedies of a secured party under the Uniform Commerc1al Code Collect Rents Lender shall have the nght, without notice to Granter to take possession of and manage the Property and collect the Rents, including amounts past due and unpaid, and apply the net proceeds, over and above L..eoder'a costs1 against the Indebtedness tn furtherance of.this nght, Lender may requite any tenant or other user of the Property to make payments of rent or use tees directly to Lender If the Rents are collected by Lender, then Grantor irrevocably designates Lender as Grantor's attorney·m·1act to endorse instruments receNed m payment thereof m the name of Grantor and to negotiate the same and collect the' proceeds Payments by tenants or other users to Lender m response to Lender's demand shall satisfy the obhgat1ons tor whtch the payments are made, whether or not any proper grounds for the demand existed Lender may exercise its nghts under this subparagraph erther m person, by agent, or through a receiver Appoint Recelver. Lender shall have the right to· have a receiver appointed to take possess,on of all or any part of tho Property, with the power to protect and preserve ,he Property, to operate the Property preceding or pending foreclosure or sale, and to collect the Rents from the Proper!\' and apply the proceeds, over and above t~e cost of the rece1versh1p, agamst the Indebtedness The receiver may serve without bond 1f permitted by law Lenders right to the appointment of a receiver shall ex1st whether or not the apparent value of the Property exceeds the Indebtedness by a substantial amount Employment by Lender shall not d1squahfy a person from seN1ng as a receiver Tenancy at Sufferance. If Grantor remains m possession of the Property after the Property IS sold as provided above or Lender otherwise becomes entitled to possess1bn of the Property upon default of Granter, Granter shall beoome a tenant at sufferance of Lender or the purohas~r of the Property and shall1 at Lender's opt,on, either (1) pay a reasonable rental for the use of the Property, or (2) vacate the Property 1mmed1ately upon the demand of Lender = = CD Loan No: 9001 DEED OF TRUST (Continued) Page 6 the security interest granted by th,s Deed of Trust may; be obtained (each as required by the Umform Commercial Code} are as stated on the first page of this Deed of Trust I FURTHER ASSURANCES; ATTORNEY-IN-FACT. attorney~1n-fact are a part of this Deed of Trust The followmg prov1s1ons relating to further assurances and Further Assurances. At any time, and from i1me to t,rne, upon request of Lender, Granter will make, execute and deliver, or will cause to be made, executed or dehve:ed, to Lender or to Lender's des1gnee, and when requested by Lender 1 cause to be filed, recorded, reflled, or rereoo~ded, as the case may be, at such times and m such offices and places as Lender may deem appropriate, any and, all such mortgages, deeds of trust, secunty deeds, secunty agreements, fmanc1ng statements, cont1nuat1on statements, instruments of further assurance, cert1!rcates, and other documents as may, m the sole opinion of Lender, be; necessary or desirable 1n order to effectuate, complete, perfect, continue, or preserve {1} Grantor's obhgat1ons under~he Note, this Deed of Trust, and the Related Documents, and (2} the hens and secunty interests created by this Deed of Trust as first and prior hens on the Property, whether now owned or hereafter acquired by Granter Unless proh1b1ted by law or Lender SQrees to the contrary m wntng, Granter shall reimburse Lender for alt costs and expenses incurred 1~ connection wrth the matters referred to in this paragraph Attomey-ln-Fact ~ Granter fails to do any of the things referred lo m tt,e preceding paragraph, Lender may do so for and in the name of Grantor and at Grantor's expense . For such purposes, Granter hereby irrevocably appomts Lender as Grantor's attorney-in-fact for the purpose of makrng) executmg, dehvermg, filing, recording, and doing all other things as may be necessary or desirable, m Lender's sole opm1on1 to accomplish the matters referred to m the preceding paragraph , FULL PERFORMANCE If Granter pays all the Indebtedness when due, and otherwise performs all the obligations imposed upon Grantor under th1s Deed of Trust, Lender shall exeout9 and deliver to Trustee a request tor full reconveyance and shall execute and dehver to Gca.ntor suitable statements of term1nat1on of any f1nanomg statement on Me ev1denang Lender's security mterest in the Rents and the Personal Property. ,My reconveyance fee shall be paid by Granter, rf pemutted by apphcable law The grantee many reconveyance may be i;:tescribed as the .. parson or persons legally entitled thereto·, and the recrtals in the reconveyance of any matters or facts shall be ccncluswe proof of the truthfulness of any such matters or facts EVENTS OF DEFAULT Each of the following, at Lender's option, Shall oonst1tute an Event of Default under this Deed of Trust . I Payment DefaulL Granter fails lo make any payment when due under the Indebtedness Other Defaults. Granter falls to comply with or to perf~rm any other term, obhgat1on, covenant or condrtlon contained m this Deed of Trust or in any of the Related Documenu.:or to comply with or to perform any term, obhgat1on, covenant or cond1t1on contained m any other agreement between Lender and Grantor Compliance Default Failure to comply with any other term, obl1gat1on, covenant or condition contained 1n this Deed of Trust, the Note or in any of the Related Documents. If such a frulure is curable and d Granter has not been grven a noboe of a broach of the same provision of th,s Deed of Trust within the preceding twelve (12) monlns, 11 may be cured (and no Event of Default will have occurred) 1f Granter, after Lender sends wntten notice demanding cure of such failure. (a) cures the failure within frtteen (15) days, or (b) 1f the oure requires more than fifteen (15) days, 1mmed1ately 1rntlates steps sufficient to cure the failure and thereafter contmues end completes alf reasonable and necessary steps s1.1ff1c,ent to produce complrance as soon as reasonably practical Default on Other Payments. Failure of Granter within· the time required by this Deed of Trust to make any payment for taxes or insurance, or any other payment necessary to prevent flhng of or to effect discharge of any lien I Default In Favor of 111Ird Parties. Should Granter default under any loan, extension of cred1t1 security agreement, purchase or sales agreement, or any other agreement, 'in favor of any other ored11or er person that may materially affect any of Granter's property or Grantor's ability to repay the Indebtedness or perform their respective obhgat1ons under this Deed of Trust or any of the Related Documents False Statements. Any warranty I representation or statement made or furnished to Lender by Grantor or on Grantor's behalf under this Deed of Trust or lne Related Documents 1s false or misleading ,n any materral respect, 81ther now or at the tmo made or furnished or becomes false or misleading at any lime thereafter I Defective CollateraJizatlon. This Deed of Trust or any of the Related Documents ceases to be m full force: and effect (rncludlng failure of any collateral document to create ~ valtd and perfected secunty mterest or lien) at any time and for any reason , ' Death or lnsolven1;y, ihe dissolution of Grantor's {regardless of whether eleotron to continue 1s made), any member withdraws from the J1m1ted hab1hty company, or any other termmabon of Grantor'a existence as a going business or the death of any member, the msolvency of Grantor, the appointment of a rece,ver for any part of Grantor's property, any assignment for the benefit of creditors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Granter. · ca:,, --= ,,_. =· =· = <N <= = .,..., >CO ·= <IN Loan No: 9001 DEED OF TRUST (Continued) I Page 5 of Trust, and (b) Grantor has the full nght, power, and authority ta execute and deliver this Deed of Trust to Lender Defense or Title, SubJeci to the exception m the paragraph above, Grantor warrants and will forever defend the title to the Property agamat the lawful claims of all person~ In the event any action or proceeding 1s commenced that questions Grantor's title or the interest of Trustee or Lender under this Deed of Trust, Granter shall defend the act1on at Grantor's expense Granter may be the nominal party m · such prooeed1ng, but Lender shall be entitled to part1c1pate m the proceeding and to be represented m the proceeding by counsel of Lender's own chorce, and Grantor will deliver, or cause to be dehvered, to Lender such instruments as Lender may request from time to time to permit such partic1pat1on Compliance Witll Laws. Grantor warrants that the Property and Grantor's use of the Property compiles with all existing apphcable laws, ordrnances, and regulatlons of goVernmental authorities ' Survi11al of Representations and Warranties. All :representations, warranties, and agreements made by Grantor rn this Deed of Trust ohall suMve the execution and del,very of this Deed of Trust, shall be conMuing 1n nature, and shall remain in lull lorce and effect until such tme as Grantor's Indebtedness shall be paid m full CONDEMNATION. The following prov1s1ons relating to pondemnabon proceedings are a part ol this Deed ol Trust Proceedings. tt any proceeding ,n condemnat1or\ 1s filed, Grantor shall promptly notify Lender m writing, and Grantor shall promptly take such steps as may be necessary to delend the aellon and obtain tho award Grantor may be the nommal party 1n ouch proceeding, but Lande, shall be entitled to participate 1n the proceeding and to be represented m the proceeding by counsel of its own eho1ce all at Grantor's expense, and Granter WIii dehver or ca.use to be delivered to Lender such instruments and documentation as may be requested by Lender from time to time to permit such partio1pat1on \ Application of Net Proceeds If all or any part of the Property 1s condemned by eminent domain proceedings or by any proceeding or purohase in lieu of condemnation,: Lender may at its election require that all or any pon1on of the net proceeds of the award be apphed to the Indebtedness or the repair or restoration of the Property The net proceeds of the award shall mean the award after payment of all reasonable costs, expenses, and attorneys' fees incurred by Trustee or Lender m conneonon with the oondemnat1on · IMPOSITION OF TAXES, FEES AND CHARGES BY GbVERNMENTAL AUTHORITIES. The following prov1s1ons relating to governmental taxes, tees and charges are a pan of this .Deed of Trust Current Taxes, Fees and Charges. Upon request by Lender, Granter shall execute such documents tn addmon to this Deed of Trust and take whatever other aot,on 1s raquested by Lender to perfeet and continue Lender's hen on the Real Property Grantor shall reimburse Lender for all taxes, as descnbed below, together with all expenses incurred ,n recording, perfeobng or continuing this Deed cf 'trust, mcludmg without hm1tat1on al!_ taxes 1 fees, documentary stamps1 and other charges for recording or reg1stenng this peed of Trust Taxes The following shall constitute taxes to which this secbon applies (1) a spec1flo tax upon this type of Deed of Trust or upon all or any part of the lndebtedneeS secured by this Deed of Trust, {2) a spec1f1e tax on Granter wh1eh Granter 1s authorized or required to deduct from payments on the Indebtedness secured by thls type of Deed cf Trust, (3) a tax on thlS type of Deed of Trust chargeable against the Lender or the holder of the Note, and (4) a spec1f1c tax on all or any portion of the Indebtedness or on payments of principal and mterest made by Grantor Subsequent Taxes tt any tax to which this secbon app!les 1s enacted subsequent to th& date of this Deed oi Trust, this event shall have the same effect as an Event of D8fault, and Lender may exer01se any or all of Its available remedies tor an Event of Default as pf()Vlded below unless Grantor either (1) pays the tax before rt becomes delinquent, or (2) contests the taX as provtded above in the Taxes and Liens section and deposits with Lender cash or a sufficient corporate surety bond or other securrty sat1sfactorz to Lender SECURITY AGREEMENT; FINANCING STATEMENT~. The following prov1s1ons relating to this Deed of Trust as a security agreement are a part of this Deed of Trust Security Agreement Th1s instrument shaJI constrtute a Seourrty Agreement to the extent any of the Property c:onst1tutes fixtures, and Lender shall have all of the rights of ~ secured party under the Umform Commercial Code as amended from time to time ' Security Interest. Upon request by Lender, Gratjtor shall execute financmg statements and take whatever other action 1s requested by Lender to perted: and continue Lander's security interest m the Rents and Personal Property In addition to recording this Deed of Trust 10 the real property records, Lender may, at any time and without further authorrzatton from Gran\or, 11le exeouted counterparts, copies Of reproducttons of this Deed of Trust as a fmanc1ng statement Granter shall reimburse Lender for all expenses mcurred rn perfectmg or contmumg this security interest Upon default, Grantor shall not remove, sever or detaoh the Personal Property from the Property Upon default, Grantor shall assemble any Persona! Property not aff1Xed to the Property m a manner and at a place reasonably convenient to Granter and Lender and make rt available to Lender within three {3) d1i.ys after receipt of written demand from Lender to the extent perrrutted by apphoable law · Addresses. The ma1hng addresses of Granter {debtor) and Lender (secured party) trom whrch information concerning I u:> --= ...... = = ca "" = = -----------------·----- Loan No: 9001 DEED OF TRUST (Continued) Page 4 1n form satisfactory to Lender, 1nclud1ng st1pula11ons t\1at coverages will not be cancelled or d1mm1shed without at least ten (10) days pnor written nottce to Lender Each insurance policy also shall Include an endorsement prov1d1ng that coverage 1n favor of Lender W1!1 not be impaired In any way by any aot, om1ss1on or default of Grantor or any other person Should the Real Property be located 1n an area designated by the Director of the Federal Emergency Management Agency as a special flood hazard area, Granter agrees to obta1n and mamta1n Federal Flood lnsurance, 1f available, within 45 days after notice 1s given by Lender that the Property 1s looated in a special flood hazard area, for the full unpaid principal balance of the loan and any pnor _hens on the property securing the loan, up to the maximum pohcy hm1ts set under the National Flood Insurance Program, or as otherwise required by Lender, and to maintain such insurance for the term of the loan 1 Application of Proceeds Granter shall promptly noUy Lender of any loss or damage to the Property If the estimated cost of repair or replacement exceeds $500 00 Lender may make proof of loss d Granter fails to do so within fifteen (15} days of the casualty Whether or not Lender's secunty 1s impaired, lender may, at Lender's election, recetve and retain the proceeds of any insurance and apply the proce~ds to the reduction of the lndeb.tedness, payment of any lien affecting the Property, or the restoration and repair of the Propel't'J ff Lender elects to apply the proceeds to restoration and repair, Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender Lender shall, upon sattsfactory proof of such exparidrture, pay or reimburse Granter from the proceeds for the reasonable cost of repair or restoration 1f Granter 1s not 1n default under this Deed of Trust My proceeds which have not been d1sbursed within 180 days after their receipt and which Lender has not committed to the repair or restoratmn of the Property shall be used first to pay any amount Owing to Lender under this Deed of Trust, then to pay accrued mterest, and the rema,ndet, ff any, shall be applied to the principal balance of the Indebtedness ~ Lender holds any proceeds after payment m full of the Indebtedness, such proceeds shall be paid without interest to Grantor as Grantor's mterests may appear ' Grantor's Report on Insurance. Upon request of Lender, however not more than once a year, Granter shall furnish to Lender a report on each exlSling policy of insurance ahowmg (1) the name of the Insurer, {2} the nsks insured, (3) the amount of the policy, (4) the property tnsured, the 1 then current replacement value of such property, and the manner of determmlng that value, and (5) the expiratt0n date of the policy Granter shall, upon request of Lender, have an independent appraiser satisfactory to Lender determme the oash value replacement cos.t of the Property TAX AND INSURANCE RESERVES. Subjecl to any hm1tat19ns set by applicable law, Lender may require Granter to ma,nta,n with lender reserves for payment of annual taxes, assessnwnts1 and msurance premiums, wh1oh reserves shall be created by advance payment or monthly payments of a sum es~mated by Lender to be suff1c1ent to produce, amounts at least equal to the taxes 1 assessments, and insurance premiums to· be pa1d The reserve funds shall be held by Lender as a general deposit from Gfantor, which Lender may satisfy by payment of the taxes, assessments, and Insurance premiums required to be paid by Granter as they become due Lender shall have the right to draw upon the reserve funds to pay such items, and Lender shall not be required to determine the validity or accuracy of any item before paying rt Nothing m the Deed of Trust shall be construed as requmng Lender to advance other monies for ~uch purpDff:s, and Lender shall not incur any l1ab1!1ty for anythmg 1t may do or omit to do with respect to the reserve account Sub1ect to any hmltations set by apphca.ble law, If the reserve funds d1selose a shortage or def1c1ency, Granter shall pay such shortage or defimency as required by Lender All amounts m the reserve account are hereby pledged to further secure the Indebtedness, and Lender 1s hereby authorized to withdraw and apply such amounts on the Indebtedness upon the occurrence of an Event of Default Lender shall not be requned to pay any interest or earnings en the reserve funds unless required by law or agreed to by Lender In writing Lender does not hold the reseiv& funds in trust for Granter, and Lender 1s not Grantor's agent for payment of the taxes and assessments required to be paid by Granter LENDER'S EXPENDITURES. If any acl1on or proceeding is commenced that would materially affecl Lender's interest m the Property or If Granter fails to comply with any prov1s1on of:this Deed of Trust or any Related Documents, 1ncludmg but not hm1ted to Grantor's failure to discharge or pay when due any amounts Granter 1s required to drscharge or pay under this Deed of Trust or any Related Documents, Lender on Grantor's behalf may (but shall not be obllgated to) take any aotJon that Lender deems appropnate, including but not hm1ted to discharging or paymg all taxes, hens, security interests, encumbrances and other claims, at any time levted or placed on the Property and paying all costs for msunng, mamtarmng and preserving the Property All such expenditures incurred or paid by Lender for such purposes will then bear interest at the rate charged under the Note from the date incurred or pard by Lender to the date of repayment by Granter All such expenses will become a part of the Indebtedness and, at Lender's option, will (A) be payeble on demand, (B) be added to the balance of the Note and be apport,oned among and be payable with any lrlstallment payments to become due during either (1) the term of any applicable insurance policy, or {2) the rema1nmg term of the Note, or (C) be treated as a balloon payment which will be due and payeble at the Note's maturity The Deed of Trust also will secure payment of these amounts Such right shall be m addition to all other rights and remedies to which Lender ma-Y be entJtled upon De1ault WARRANTY; DEFENSE OF TITLE The following prov1s1on, relating to ownership of the Property are a part of this Oe<>d of Trust Tltle. Grantor warrants that (a) Grantor holds good ,;nd marketable title of record to the Property ,n fee simple, free and clear of all hens and encumbrances other than those set forth m the Real Property description or m any title insurance pohoy, title report, or fmal trtle opinion issued m favor of, and accepted by 1 Lender an connection with this Deed Loan No: 9001 DEED OF TRUST (Continued) wrth the terms and cond1t1ons of this Deed of Trust Page 3 Compliance with Governmental Requirements Grantor shall promptly comply, and shall promptly cause compliance by all agents, tenants or other persons or entitles of every nature whatsoever who rent, lease or otherwise use or occupy the Property m any manner, With all laws, ordmances 1 and regulattons, now or hereafter in effect, of all governmental authontles appheable to the use or occupancy of the Property, mclud1ng without limrtatton, the Americans Wlth 01sab1ld1es Act Granter may contest m good faith any such law, ordinance, or regulatton and withhold comphance dunng any proceedtng, rnoluding appropnate appeals, so long as Granter has notrf1ed Lender in wr1t1ng prior to doing so and so long as, rn Lender's sole opmron 1 Lander's interests m the Property are not 1eopard1zed Lender may require Grantor to post adequate security or~ surety bond, reasonably satisfactory to Lender, to protect Lender's interest Duty to Proteet. Granter agrees neither to abandon or leave unattended the Property Granter shall do all other acts, m addition to those acts set forth above m this sect1on 1 which from the character and use of the Property are reasonably necessary 1o protect and preserve the Property DUE ON SALE -CONSENT BY LENDER. Lender may, at Lender's option, (A) declare 1mmed1ately due and payable all sums secured by th,s Deed of Trust or (B) increase the interest ,ate provided for 1n the Note or other document evidencing the Indebtedness and impose such other condttlons as Lender deems appropnate, upon the sale or transfer, without Lender's prior written consent, of au or any part of the Real Property, or any interest 1n the Real Property A "sale or transfer'' means the conveyance of Real Propelty or any right, lille or 1ntere~ in the Real Prope,ty, whether legal, benef1c1al or equitable, whether voluntary or involuntary, whether by outright sale, deed, installment sale oontraot, land contract, contract for deed, leasehold mterest wrth a term greater than three {3) years, lease~ption contract, or by sale, ass1gnment1 or transfer of any beneflcaa\ interest rn or to any land trust holding tUe to the Real'Property, or by any other method of conveyance of an interest in the Real Property If any Granter is a corporation, partnership or limited habdity company, transfer also includes any change m ownership of more than twenty-five percent (25%) of the voting stock, partnership interests or hmrted hab1lrty company rnterests, as the case may be, cf such Gran tor Ho\Yever, this option shall not be exercised by Lender 11 such exercise 1s proh1b1ted by federal law or by Washington law. i T~ AND LIENS. The following prov1s,ons relaling to the taxes and hens on the Propelty are part of this Deed of Trust Payment Grantor shall pay when due {and rn 411 events prior to dehnquenoy) all taxes, special taxes, e.sse$Sments, charges (includmg water and sewer), frnes and m;apos1t1ons levied against or on account of the Property, and shall pay when due all cla,ms for work done on or for services rendered or matenal furnished to the Property Granter shall maintain the Property free of all hens having prrOnty over or equal to the interest of Lender under this Deed of Trust, except for the hen of taxes and assessments not due and except as otherwise provrded m this Deed of Trust Right to Contest. Granter may withhold payment of any tax1 assessment, or claim ,n connection with a good farth dispute over the oblr9at1on to pay, so long as Lender's interest m the Property 1s not Jeopardized If a hen arises or is filed as a result of nonpayment, Granter shaJI w1thm Mteen (15) days after the lien arises or, Jf a lien ,s fired, w1thm fifteen (15) days after Grantor has notice of the f1hn9, secure the discharge of the hen, or If requested by Lender, deposrt with Lender cash or a suff101ent corporate surety bond or other security satisfactory to Lender m an amount sufficient to discharge the lien ,plus any costs and attorneys' fees, or other charges that could accrue as a result of a foreclosure or sale under the lien In any contest, Grantor shall defend itself and Lender and shall satisfy any adverse Judgment before enforcement against the Property Granto, shall name Lender as an add1t1onaJ obhgee under any surety bond fum1shed 1n the contest proceedings Evidence of Payment Granter shall upon dema:nd fum1sh to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropriate governmental othcial 10 delJVer to Lender at any time a written statement of the taxes and assessments against the Property I Notice of Construction. Grantor shall notify Lendor at least f1ftoen (15) days before any work IS commenced, any services are furnished, or any materials are stipp!Jed to the Property, 1f any mechanic's hen, matenalmen's hen, or other hen could be asserted on account of the work1 services, or matenals and the cost exceeds $5,000 oo Granter will upon request of Lender 1urn1sh to Lender advance assurances satisfac:tory 10 Lender that Granter can and will pay the cost of such improvements PROPERTY DAMAGE INSURANCE The following provisions relating to insuring the Property are a part or th1& Deed of Trust ' Maintenance of Insurance. Granter shall procure and mamtam pol1c1es of fire insurance with standard extended covarags endorsements on a replacement basis for the full insurable value coverm9 all Improvements on the Real Property in an amount suff1c1ent to avoid application of any coinsurance clause, and with a standard mortgagee clause m favor of Lender Grantor shall also procure and: mamtarn comprehenswe general llabilrty msurance m such coverage amounts as Lender may request with Trustee and Lender being named as addrtronal insureds in such habrhty msurance pol101es Addrt1onally, Granter shall mamtam such other Insurance, including but not llmrted to hazard, business interruption, and boiler insurance, as Lender may reasonably require Pollc1es shall be written m iorm, amounts, coverages and basis reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to Lender Grantorr upon request of Lender, w1!1 deliver to Lflnder 1rom time to ttme the pohcies or certificates of msurance Loan No: 9001 l _______ _ DEED OF TRUST (Continued) Page 2 CONVEYANCE. AND GRANT. For valuable consideration, Grantot conveys to Tru$tee In trust with power of sale, right of entry and possession and for the benefit of Lender as Beneficiary, all of Grantor's right, btle, and Interest in and to the following desonbed real property, together with all ex1stmg or subsequently erected or affixed bt.uldmgs, improvements and fixtures, all easements, rights of way, and appurtenances, all water, water rights and ditch nghts (Including stock in ut11it1es with ditch or 1rngat1on rrghts), and all other nghts, royalties, and profits relating to the realcfrope~, mcludrng without hm1tat1on all minerals, 011, gas, geothermal and s1m1lar matters, (the "Real Property') locate in Kmg Coumy, State of Washington: NEW LOT 2 OF LOT LINE ADJUSTMENT MAP (BEING CITY OF RENTON FILE NO. LUA-94-157-LLA) AS RECORDED UNDER KING COUNTY RECORDING NO. 9511299006, BEING A PORTION OF LOTS 2 & 3 OF BURLINGTON NORTHERN BINDING SITE PLAN (BSP-014-92) AS PER PLAT RECORDED IN VOLUME 161 OF PLATS, PAGES 8-11 AND UNDER RECORDING NO. 9206302696; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON The Real Property or Its address is commonly known as 3701 East Valley Highway, Renton, WA 98307. The Real Property tax identification number is 1253600020 CROSS-COLLATERAllZATION. In addrbon to the Note, tl11s Deed of Trust secures all obhgatfons, debts and llab1/lt1es, plus interest thereon, of Grantor to Lender, or ar,y one or more of them, as well as all ala.ms by Lender agamst Grantor or any one or more of them, whether now existing or hereafter arrs1ng, whether related or unrelated 1o the purpose of the Note, whether voluntary or otherwise, whether due or not due, direct or mdrreot, determined or undetermlned 1 absolute or contingent, ltqu1dated or unl1qu1dated whether Grantor may be lrabla 111,d1vidually or 101ntly with others. whether obligated as guarantor, surety, aocommodation party or otherw1se, and whether recovery upon such amounts may b9 or hereafter may become barred by any statute of 1Jm1tal!ons, and whether the obl1gat1on to repay such amounts may be or hereafter may bacoine o1herw1se unenforceable Grantor hereby assrgns as seourrty to Lender, all of Grantor'.s nght, t1tle 1 and interest in and to all leases, Rents, and profits of th• Property This assignment 1s recorded ,n accordance with RON 65 08,070, the hen created by this assignment ,s intended to be specrfio, perfected and choate upon the recording of"th1s Deed cf Trust Lender grants to Grantor a hcense to collect the Rents and profrts, which license may be revoked at Lender's option and shall be automat,oally revoked upon acceleration of all or part of the Indebtedness · ' THIS DEED OF TRUST, INCWDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYM~NT OF THE INDE!ITEDNESS AND (B) PERFORMANCE OF /WY AND ALL OBLIGATIONS UNDER THE NOTE, THE REIATED DOCUMENTS, ANO THIS DEED OF TRUST. THIS OEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYMENT ANO PERFORMANCE Except as otherwise provided in this. Deed of Trust, Granter shall pay to lender all amounts secured by this Deed of Trust as they beccme due, and shall strictly and 1n a timely manner perform all of Grantor's obhgat1ons under the Note, this Deed of Trus~ and the Related Documents POSSESSION AND MAINTENANCE OF THE PROPERTY. Granter agrees that Grantor's possessmn and use of the Property shall be governed by the followm9 prov1s1ons Possession and Use Unbl the occurrence of an Event1 of Default, Grantor may (1) remain m possession and control of the Property, (2) use, operate or manage the Property, and (3) collect the Rents from tt,e Property ~h,s pn.ilege ,s a license from Lender to Grantor automatically revoked upon default) The following prov1seons relate to the use of the Property or to other llm1tatlons on the Property The Real Property 1s not used pnnc1pally for agncurtura! purposes. Duty to Maintain Grantor shall maintain the Property m tenantable condrt1on and promptly perform all repairs, replacements, and mamtenanc:e necessary to preserve its value, Nuisance, Wute. Granter shaft not cause, conduct or permit any nuisance nor commit, permit, or suffer any stnppmg of or waste on or to the Property or any portion of tt,e Pro~erty Without hmrt,ng the generality of the foregoing, Grantor will not remove, or grant to any other party the nght to remove, any timber, mmeraJs Qnclud1ng orl and gas), coal, day, scorra, soil, gravel or tock products without Lender's pt1or written consent Removal of Improvements. Granter shall not demohsh or remove any Improvements from the Real Property wrthout Lender's prior written consent As a cond1t1on to the removal of any Improvements, Lender may require Granter to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value Lender's Right to Enter. Lender and Lender's agents and representatives may enter upon the Real Property at all reasonable times to attend to Lender's interests and to inspect the Real Property for purposes of Grantor's comphance RETURN ADDRESS: KeyBank National Association Mall Code ID-56-PC-0125 431 Parkcenter Blvd - PO Box5278 Boise, ID 83705 DATE: August 19, 2002 1111111111111111 · PTRANS!~~~~s0~1 !be 46 AGE ee1 OF e1z · 0s1za1zeez 1e:~s KING COUNTY, UA •202oooomoroooooosoo10Go1• DEED OF TRUST 9oo -loot..\-e<o'1'2- \ "2. { :;it) - Reference # (1f applicable) ------------ Grantor(s) Additional on page __ 1 LANPHERE PROPERTIES, LLC "= Grantee(s) ·= """ 1 KeyBank National Association 2 Commonwealth Land Tnle Insurance Company, Trustee Legal Descrlpt1on Lot 2& Por 3 Burlington Northerns BSP (BSP-014-92) Vol 161 Plats, Pages 8-11, bemg New Lot 2 of LLA Rec No 9511299006 Add1t1onal on page 2 Assessor's Tax Parcel ID# 1253600020 ' THIS DEED OF TRUST is dated August 19, 2002, among LANPHERE PROPERTIES, LU Oregon Limited Liability Company, whose address is 12520 SW Canyon Road, Beavertor 97005 C'Grantor''); KeyBank National As~oclation, whose mailing address is OR-AF-Sal, 416 State Street, Salem, OR 97301 I (referred to below sometimes as "Lender'' sometimes as "Beneficiary"); and Commonwealth Land Title Insurance Company, wl maihng address is 1200 Sixth Ave, Suite 100, Seattle, WA 98101 (referred to beloi "Trustee"). ' . " . • • EXHIBIT "B" Parcel B: Lot J of Burlington Northern, a binding site plan, acoording to the City of Renton Binding Site Plan r=rded under King County Recording No. 9206302696, in Volume 161 of Plats, Pages 8 thn,ugh II, Rcconls of King County. EXHIBIT "B- • ·~·---~-.. ----····-. ·--··· .. -· '.• .. , -~'-. • 1 .. • • EXHT!fff 'A' Lot 2 of Burlington Northern, a binding site plan, a=rding to the City of Renton Binding Site Plan m:ordcd under King County Reconllng No. 9206302696, in Volume 161 of Plats, Page! 8 through 11, Reoords ofKing County. EXHIBITS "A" i, '·-----oe~=========~=.;:;::;_c.::;_.::;;. ,;;::--=·=-,::::c~-~-.-=:;;;., •·. • .. :[ lri ': ' i1 i· I I, • • 2. SyC<CSSQra and AB§ign•. The proviaion oflhe A8lecmcot will imue to lhc bendit of and will bind HCW A and its respeotiw succcssom and mgn., and all other persons or entities which acquirt any intc=t in Pan:cl A or Pan:cl:B, 3. Appjjcab)e Law. Thill Ag=ment v.ill be consttued in =rdance wilh and cnfon:cd as provided undorWasbington IEw. rcfereru:c. 4. ~. Each of the l!xlullit., atlached homo i., incorponued herein by 5. ~-The P""'Bl"Ph captiom in lhi., Agroement are fbr conveni= only and are not a part of and are not illlended to govern, limit or aid in th= interpretation of any provision of the A8r=en!, ' Vice President I -2- iii' --~, S3 . ii -. • • • DEVELOPMENT PLANNING CITY OF RENT('tJ ·, AtR 1 31995 RECEIVED AGREEMENT REGARDING BUlLDING LOCATION This Agreement Regardii,g Building Location (the 'Agrcement") is en~ mto .. of the 13th day ofFcbruary, !995, by HCWAREALIT CORP~ a Wasbington corporation ("HCWA"). Si A HCWA owns that certain parcel oflandsitwltcd ic or near the City of Cl) Renton (the 'City"), County of King, State ofWa,bington, which parcel i.! more pnrticularly 0 descnoed on Exhibit "A" attached hereto and IIlRde a pen henof('Parcel A"). 0 N ..c ... 1.1' O') B. HCW A olso owns that certain parcel of land situated in or near the City, County ofKing, State ofWasbington which parcel is more particularly descnoed on E,;hibit 'B" hereto and made a part hereof ("Parcel B "). Parcel B is adjacent to Parcel A C. In connection with HCWA's development ofParcel A, including, without limitation, the development ofa building upon Parcel A (the 'A-Building") immediately adjacent to the northern lot line of Parcel B, the City bas required thatHCWA, a, the owner of Parcel B, agree to certain restrictions upon Ule development of Parcel B. In COD:Jideration of the foregomg recitnls, Hew A hereby "Bf= .. follow,: I. Building Location. In the event that HCW A desires to coastruct a building upon Parcel B (the "B-Building'? or sells, BS!igns or transfers Parcel B to any buyer ('Buyer'), HCW A shall locate, or shail require Buyer and its successors (m the event they desire at any time to construct the Buildin,g) to locate the B-Building either (i) a minimum of sixty feet (60? from the northern lot line of Parcel B or (ii) immedintcly adjacent to the northern lot line of Pan:el B. If the B-Building on Parcel Bis placed immediately adjacent to the northern lot line of Parcel B, then a S<lback will be maintained around the entire perimeter of the A-Building and the B-Building in accordance with the applicable building code of the City of Renton, Couoty of King, State ofWasbington. 9 S 1010 I W.OC I IR.ES/WS870-266/04. J I·9Sljmo ·--·-·---- I .. ' 'o . I 'V • • • = z ==- .• O"Z \ ..... \ '. 3'1"1?; - ,. • • - H11rlon Dtnnil & Associarrt, In~. HDA ', ,. I, ,. " Consulting £J1gincm, Plilnners &: Sunotycf txllIBIT A I , UTn.rry USEMENT U:G.\L DESCR!l'TI9'N {HOME BASE FARCEL) l • ·' T:;AT PORTION OF LOT l. CITY OF RE,TON LOT LINE ADJUSTMENT <S RECORDED :N VOLUf.!E 106 OF SURVEYS. PAGE LIO UND~R i!ECORDl'1G NO 9511299006. RECORDS OF KING cou,TY. WASHL~GTON. LYING WITH;" A STRIP OF LA1'D 15.00 FEET IN WIDTK, HAVING 7.50 FEET OF SAID WIDTH O" EACH SIDE OF THE FOLLOWING DESCRIBED UNE: ' I COMMENCl/'IG AT THE NDRTHEASTCORNeR Of SAID LOTZ; T.HENCE ALQ,·G THE NORTH LINE THEREOF NORTH 87'50'<7' WEST i6l.OO FEET: Tf!E~CE CO>Jr:,;u: <c /\LONG SAID NORtJi lJNE NORTH 02 '09' D' £AST 20 00-FEET. THE:,.CC CONTINUING II.LONG SAID NORTH LINE NORTH 87"50'47" ~EST 'n1 ~:. FC~T TO THE ~011''1' Of BEGINNING: THENCE SOUTH 02'09')7' WEST '7.50 FEET TO n, TERMINUS OF THIS LINE DESCRIPTION. THE SIDE LINES 0F SAID ,; 00 FOOT WIDE STRIP TO LENGTHEN OR SHORTEN AS NECESSARY TO TERMINATE Q,, SAID NORTH LINE AND AT RIGHT ANGLES TO SAID POINT OF TERMINUS 320 St.eri"d A.~rnwt S01.11h, IQ,ldluvJ, W(Uh/t1(1'ott 98QJJ, Fho11r (21)6) 822.fszJ, Faz (206J 8U..J15! 1:1"*1.dN! • ll"r~iU.:-11"• • BM,t," • • • J. Onu\tec wll indemnify, dc:{end and hold hannle:sa Orantor BIid it, offi~ employees, l&ffltl. conllK&on and af[iliates (coUtclively, "'Indemnilm") from and against any md aU came, o(action., 1:laims, dcbU. lims, d&rnqa, li~bililies, lows and C!<pmSe!I, i11dudin1, wilhout limH.alion, &ttornq', fees and wits, which m,y lt.demn.ilec 11111.y suITtr in wn11«lion with. or in any WIiy arising out af, this eument. the utility line, LI\Stallcd by Gnntet: &nd/ar the actiYilics of Gnntec, its a,enu, tmployee:s, rq,rcscntatives, eoo.tractors and subctlfllBcton 11pon lhc property «i~ by llw eucmmt or Onntor':1 adj1te111 property, i This wemcnl shall run with the land dcsi:nlicd herein. and shall be binding upon the p.uties, their beir1, suo:asors in interest arid .wign.s. Granton coverw1t that lhq ~ the lawful O'WTICZ, of &he above properties and lhat they have a good and lawful right to execute this agrccmcnt.. This ronveyancc shall bind the hcin, C.'<ct'UIOl'S. adminisuatois and as.signs forever. IN \\IITNESS \VHEREOF, :l!Ud GTVIIDrbu caused Uw instrument lo be executed ~iu.id._dllyof...1fJL_ 19fl1._. of Renton A Noiary Seal must be "-ilhin ball;:, l'A·11!:. Oi-' CM.LI FOfff 11.&S C')li"'l'TV O'F ORArG E ) OnlhisJ.fL..dayfl( {k(l)bP/1 1!:lil, bcf1m: mcpmonallyappcucd ~~ «4'~,.~~ . • .. -.. be/< f ;.r.,,, t\~e:,,,,,.----oflhccorponlianthal executed ~ within in.sttwnetit, IINI wled1c the said insuumcnt to be the frQ¢ and l'Oiunwy act aod ~ of Slid~ Car !he uses and pu:pose, thcn:in 111:lltioned. llBd each oo. oalh stated t.baJ. hdshe was authcriud to exe:uie said ilulrumen1 and. that the. ,ea) a!Tllled is 1M carpa~u ~ of said COl'l)Ol'ltiOll l '" • • • Return Address: Ci,y Clerk's Office Cicy of Renton 200 Mill Aven"" South Rectcn. WA 98055-2189 Tme: UTILITIES EASEMENT Prone-· Tu Parcel Number: 125360-0020 Pr<,j«t File I: Hoane :B111e Si.reet lnlmeclion or Projcd Name: SW 34th Street 4 F.Mt Valley SA-96-022 Highway Grantor(s}: Grnntcc:(s): l. 1/CWA Realt" Corn. L Citv of.Renton aMunieinal Co-Aration Ih1 Cr:11ntor, at named abGl'C, fur or and in eoasickn.tion gf mutual bcncli.u, hereby gwats. bupins. scll:s and dclivm to lhc above IWUed Cnntee, the following described property: Additional (cpl it R pqc ,L~f lhis docwncnt. LEGAL DESCRlPTION, A 15 rt lfldc Pt11 Lot 2 CRLLA Rec Vol 106.,P l!O SurvtySt KC Rec# 9SJ12!>9006 In S JO 1' ll N R .5 E W.M. In Kior: Counr,-, WL!bin~on. That said Grantor(s), for lllld in consideration of mutual benefits, do by these prescats, graDt, bargain, s.=11, convey, and warrants unto lhc said Grantee, its successors and assigns. an casement for public-11tililia {including water, and wastewater) with ~sazy appunenanccs wider and tlwugb \hi: !oUo"ing describc'd property (the righl-of-w.iy) in King County, Washington, wore particu1Blly described on,pttl-l'\ Exhibits A and 8. For the purpose af constructing, ~onstructing. installinL repahing. nplacini,. enlarging, operating and lllllintaining below gr.idc ulilitics and utility pipdincs. including. but no1 limi1cd IQ, water, le\W:r and storm dra.i!l8ge lines, together with the rig.ht cf ingres.s and egress there10 without prior in.tt.irution of any suit or pro;eedings.of ij d i~a111 iRNRi11g lllj I•! 1 1l:li911ti;p ;r li~ilitiJ· dmrHlr Following the initial constru:Li.::in of its facililies, Gra..ttlee m:i.y from time lo Lime a.fl.er 1cm (10) d:lys prior written notice: to OCUltor eonsuuc:t .such additiona.l fa~:lities as it may Rqui~. This cisemcnt is granted subject 10 the following terms and conditions: l. ~ Cltmtcc :shall, upon wmplction of any work: wilhio. lbc llfflpm}' covered by the easement, rntorc the surflcc l)f the easi:ment, 111d lilly privtle improY,:mcnts disturbed or destroyed. durina aei.ution nC!he Vr'OI~ as anzly as praclicable lo the ~ondilion. thq ~ in iinmedialely before commmcffllalt oftbe work or en try by the Gr.antee. 2. Oran tor I.hall retain lhc right to use the surf'nu oClhc ee,cmcnl u long uni.ch use doei not intm=rc wilh the auemcnt rights pnt.ed ID the Or:antee. Gnintor lhallnct,. however, have lhe rigid ta. • &cct or ma.intaitt 1ny bu.ildUIJS or 111\K:twa wi.lhiA !he casmLCDl; ar b. Plant trees.. shrub, or vqctalion havin&: &:ep root pattmis wrucb ·11111 ca11X damqc to« intetf~ wilh the uulilii:s la be pl&ced Vrithin the~ by &he Onntec; Clf < Dcvelop, lmid:sca,PC", or bcau\i.fy the euemcat ua in any way \diich 'WDul.d IIDl'a50rl&bly iDacuc the coats ta the Orantee of re:stDrina the euemei:it lfC:I and 1.11y privaic improvem.mts tbettiD. d Di&. tunnel or perCorm otb.c,-(onn., ofconstnactioo 11:tivitiet C'll'l tlwl property·wbich would disturb 1M tompacl.ion or uncuth Cirwcc'J fKilitic., cn lhc righl.-of.way, er~ the b!ca.l suppor1 fuilitic:s. '· El last 111,ithin lillffll (IS) (eeto(the ri&hl-o(-wiy. -,. ..... ~-oM3 -UJ /:,'(., S:,·r ..... ' • D ' . lf.l O') . Q') 0 0 N c""4 .... . II) :~ 11 • . ' I 1 I ' ,, ; j i i ·, l • Ill • WETLAND AREA DESCRIPTION ' Being a portion of Lots 2 and 3 ofBmlington.NmthcmBilldmg S~ Plan (BSP.O 14-92) as recorded in Volmne 161 of Plats, pag,s S through 11 incl.usiw, mid=: Recording Number 9205302696, Records of Kmg Co-an.ty, Wasbm81on and being more particulmiY described as folloM: The West ll5.00.feetofsaidLot2 andtheNanb.120.00 Retofthe West 115.00 feet of saidLot3,E.t~ptthe North25.00 feet of said Lot 2. l;XHJBIT ·c• 9SC7202D.OC1JMI..M/WB87D.033!l0.2J.95lmq; I' : ( '~. ~l; PAR"L A SP ,78-79 .SEE DETAIL "A"~ .. .... ' OETAll.. •1i,• ,u. ,a, ... ~ 1$offll:l, • (IIOfl'OSC;II..Q "' I • • LOT 8 BSP-014-92 ,a.. ,atJ"tr .,..." -,01,r L • UO.lT I L ·J . 'I :.i Ui•_ • • • LEGAL DESCRIPTION OF UTILITIES EASEMENT THAT PORTION OF SECTION 30, TOWNSHIP 23 NORTII, RANGE 5 EAST, W.M .. BEING ALSO A PORTION OF uml 2 AND 3, "BURLINGTON NORTHERN BINDING SITE PLAN' PBR. MAP RECORDED IN VOLUME 161 OF PLATS, PAGES 8 THROUGH ! ! INCLUSIVE, UNDER. RECORDING NO. 920002696, RECORDS OP KING COUNTY, WASHINGTON. BEING A STRJP OF LAND 15.00 FEET IN WIDTII, HA VINO 7.50 PEET OF SAID WJOTI!: ON EACH SIDE OF TIIE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT TIIE NORTHEAST CORNER 01' SAID LOT 2; TilENCE SOUTH 01°50'09" WEST ALONG TIIE EAST LINE TilEREOF (WEST MARGIN OF EAST VALLEY HIGHWAY), 27.50 FEET TO THE POINT OF BEGINNING: THENCE NORTH 87'50'47' WESr 371.62 FEET TO POINT "A'; TIIBNCE CON!lNUING NORTII 87'50'47" WEST 376,19 FEET TO POINT "B': THENCE SOUTH 01 '50'09' WEST 266.00 FEET TO POINT 'C"; THENCE CO!>mNUING SOUTII 01°50'09" WEST 261.59 FEET TO POINT "D'; THENCE SOUTH 88'09'51" EAST 398.94 FEET.TO POINT 'E'; THENCE CONTINUING SOUTH 88'09'51' EAST 348.85 FEET TO A POINT ON TIIE EAST LINE OF SAID LOT 3 (WEST MARGIN OF EAST VALLEY HIGHWAY), AND THE TERMINUS OF THIS l.lNE DESCRJPTION. SAID POINT OF TERMINUS BEING SOUTII 01 "50'09' W'I!Sr 36.30 FEET FROM THE SOUTHEAST CORNER OP SAID LOT 2. ALSO BEGINNING AT SAID PO!Nr •A•; THENCE SOUTH 02 °09' 13' WEST 50.00 FEET TO TIIE TERMINUS OF THIS LINE DESCRIPTION. ALSO BEGINNING AT SAID POINT B"; THENCE! NORTH 87'S0'47' WEST ALONG TilE CENTERLINE OF AN EASEMENT STRIP, HA VINO 7.SO.FEET IN WIDTH TO THE NORTH AND 20.50 FEET IN WIDTH TO nrn SOUTH FOR A DISTANCE OF 25.00 FEET TO THE TERMINUS OF THIS UNE DESCRIPTION. ALSO BEOINNJNG AT SAID POINT "C"; TIIENCE NORTII 88°09'51' WEST2S50 FEET TO THE TERMINUS OP THIS LINE DESCRIPTION. ALSO BEGINNING AT SA.ID POINT 'D': THENCE NORTH 88'09'Sl' WEST 25.50 PEET TO THE TERMINUS OF THIS LINE DESCRIPTION. Al..50 BEGINNING AT SAID POINT "E'; Till!NCE NORTil OJ '50'09' EAST 39.50 FEET TO THE TERMINUS OF TillS LINE DESCRlPTION. TIIE SIDl!LINES OF SAID 15.00 FOOT WIDE STRIP TO LENGTHEN OR SHORTEN AS NECESSARY TO TERMINATE AT RIGHT ANGLES FROM SAID POINTS OP TERMINUS OR ON STATED ADJOINING CALLS AS APPROPRIATE. EXHIBIT ~a" 9SD72D2 D.OCl /Ml.M/W8870.0!13/I 0.23.9 Slmcg -. ' ' ' ~ l J I I I ' 1 I ·1 ; i j i ' j • .. • • LEGAL DESCRIPTION OF PRQPERTY LOTS 2 AND 3 OF BURLINGTON NORTHERN, A BINDING SITE PLAN, ACCORDING TO TIIE CITY OF RENTON BINDING SITE PL.AN RECORDED UNDERKINGCOUNTYRECORDINGNO. 9206302696, IN VOLUME 161 OF PLATS, PAGES 8 THROUGH 11, RECORDS OF KING COUN'IY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. .. ' ' i ' ,, • • ) Commonwealth of Haasachuae.t.ts) ss: COUNTY OF Middlesex ) Herbert J Zaoon ....l I certify th.at I know or have satisfactory evidence that Edward J. Weisberger signed this inruumcnt, on oath ~ that he_WIL! p~~rlzed 10 oxecute the instrument and acknowledged it as thcPresldtier \IJC!l ?T8'11' otH<;:W A ~ty. Corp. to be the free and voluntary act of such pany for e uses and purposes mentioned Ill the 1nstnmJenl .). 95071020 .OC I /Ml.MIWSK70--0BJJI O-lJ...9.5/mq. D .. ~. ,, ! 1 •. l .• ~ ' 'j .! ·; i • • • Ill (ii) Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with' the utilities to be placed within the easement by the Grantee; (ill) Develop, lmd.stape ci. beautify tho easement area in any way which would unreasonably increase the costs w the Grantee of [<Storing the easement area and lllly private improvemenu tbecoin; -· (iv) Dig, tunnel or pe,fc11I1 other forms of construction aaivities on the property which would disturb the conipaction or unearth Grantee's lacilities on tho right-of-way, or endanger the l!teral siippcrt lacilities; er (v) Blast within fifteen (15) feet of the right-of-way. 2. An easemeot for pedestrian access, mg,-... and egress over and across tho driveways and roadways over the Property as the same may exist and be revised and rolocatcd by Granter from time to time to inspect the wetlands area located in tho northwesterly portion of tho Property descnoed in Exhibjt •c• alt3Cbed hereto. Grantee ~hall ruioro any improvements which are disturbed or dmroyod as a result of or in comection with Grantee entering upon tho Property u, to monitor the above-described wetlllnds area. Q') Cll These easements shall run with tho land described hcmn, and shall be binding upon g the parties hereto, their hein, succe.ssors-in-interest and 8S3igns. Granter covenants that it is the N lawful owner of the above property lllld thnt it bas good and lawful right to execute this .-1 agreement. ... in 0) 9S07202D.OC1/MLM/WB870.08.3/10.'2J.95/,ncg By, i! ,:: 0: s I I l'! ~ lf, 8 j !!i j I isl t: • WHEN RECORDED RETURN TO: Office of the City Clerk Renton Municipal Building 200 Mill Avenue South Renton, Wa.shington 96055 (Space Above This Line For Recorders Use) GRANT OF EASEMENTS THIS INSTRUMENT, made this _2 ty oJ;&Nt\'9~?,hy aud between HCWA REALTY CORP., a Wn.shingtoncorporation, hereinafter called 'Grantor,' and the CITY OF RENTON, a municipal corporation of!Ong County, Washiogton, hereinafter called 'Grantee.' That said Grantor, for good and valuable consideration, receipt of whicll is llereby acknowledged, does by these presents, grant, bargain, sol~ convey and warrant unto the said Grantee, its successors and assigns the following easements over certain portions of that certain real property locat•d in King County, Washington and described in E,dµbjI 'A' attached hereto (the'~'): 1. An casement for public utilities (including water, wastCWatcr and 5Urfacc water) with cecessa.ry appurtenances over, ulldcr, through, across and upon that ccna.io. portion of the Property described in Exhibit 'B' attached hereto, for the purpose ofcoostrUcting, reconstructing. installing repairing, replacing. enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to 1 water, sewer and storm drainage lines, together with the right of ingress and egress thereto. FoUowing Ute inhial ~cnstruc:tion of its racilities 1 Grantee may from time ta time construct such additionul facilities as it may require. This casement: is granted subject to the following terms and conditions: (a) The Grantee shall, upon completion of any work within the property covered by tho casement, restore the surface of the eosement, and any private improvements disturbed or destroyed during execution of the work, as oea.'ly a, practicable to the condition they were in immediately before commencement of the work or ent,y by the Grantee. (b) Granter shall retain the right to use the Sllrfacc of the casement as long as such use docs not interfere with the easement rights granted to the Grantee. Granter shall not, however, have the right to: (i) Erect or maintain any buildings or structures within the casement; 95072020.0C1/Ml.M/W8870.0R3/I0.1J-95/meg f . . = = = ; EXHIBIT A LEGAL DESCRIPTION LOT 2, BURLINGTON NORTHERN, A BINDING SITE PLAN, (BSP-014-92) ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 161 OF PLATS, PAGES 8 THROUGH II, IN KING COUN1Y, WASHINGTON; TOGE1RER WITH THAT PORTION OF LOT 3, OF SAID BINDING SITE PLAN, LYING NORTII OF A LINE DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE EASTEfLY LINE OF LOT 3 THAT IS 23 80 FEET SOUTH OF THE NORTIIEAST CORNER OF LOT 3, OF SAID BINDING SITE PLAN, THENCE NORTH 88°09'51" WEST A DISTANCE OF 875 52 FEET, MORE OR LESS, TO A POINT ON THE WESTERLY LINE OF SAID LOT 3 AND THE TERMINUS OF THIS DESCRIPTION, SAID POINT OF TERMINUS BEING 80 88 FEET sourn OF TIIE ORIGINAL NORTHWEST CORNER OF LOT 3 (ALSO KNOWN AS (NEW) LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-94--157-LLA RECORDED UNDER RECORDING NUMBER 9511299006, IN KING COUNTY, WASHINGTON.) = = = = <;O = ;; RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO Lanphere Properties LLC 12505 S W Broadway Beaverton, Oregon 97005 Attent1on Jon Walsh E1902846 08/09/2082 11:25 KING COUNTY, ~A , s!E~ s2 00 $0.00 PAGE 001 OF 002 8ft) _ )[X)ljB8 Q:J. Special Warranty Deed a/aor;I) HCWA REXLTY CORP, a Washmgton corporat10n ("Grantor"), for and in consideration of the sum of Six Milhon Three Hundred Fifty Thousand Dollars ($6,350,000.00), m hand paid, grants, bargams, sells, conveys, and confirms to LANPHERE PROPERTIES, LLC, an Oregon limited liab1hty company, the real estate, situated m the County of Kmg, State of Washington, as particularly described on Exhibit A attached hereto and mcorporated herem by this reference ( the "Property"). Granter hereby covenants that Granter will forever warrant and defend the Property agamst all persons whomsoever lawfully claiming or to claim by, through or under Grantor and not otherwise. Granter, for itself and its successors m mterest, expressly limits the covenants of this deed to those herem expressed, and excludes all covenants ansmg or to arise by statutory or other llllphcatJ.on Dated: August 7, 2002 fut~ ~~R~LL-ft LLU'I-C\4-)57-LLf) fu.® ¥ C'Yl{~f~ o..ix-#= ld5.YdJ-~O STATE OF CALIFORNIA ) COUNTY OF ORANGE ) HCWA REALTY CORP., a Washmgton corporation By ~ 4 /)rvv<- Name ~:kv-e,, & C>o~ Its P.-v I ot~" t ~NFORSl,.!,CORD AT THE REQUEST Of ,..,.,,...,N TITLE INSURANCE CO. I On (\1,1.~~,t 1 1U>o"l--before me, Sv.s-.i,~ef,Vtror,.r,._ , anotarypubhc m and for said County and State, personally appeared c; .\'tv't..,. 61. B<1v-J fl.(\ personally known to me (or proved to me on the basis of satisfactory eV1dence) to be the person(s) whose name(~) 1s/Me subscribed to the w1thm instrument and acknowledged to me that he/sl,e/tl\ey executed the same in h1s/her/tl!e1r authorized capac1ty(1e6), and that by h1sloorlthel:r s1gnature(i>) on the instrument the person(e-), or the enl!ty upon behalf ofwh1ch the person(.,),~acted exec:~the mstrument WITNESS my hand and official seal. -~ ~ ~~ ~.e e e e ~USANNE R. vi:::,;. o f Si ature -Commlslkln• lMflP r J Na1arvP!All;-c• ,,. f OIQnge Cl:lllnlr - 0 U • .,...,~~~1!3:'f PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Title Officer, Curtis Goodman (curtisgoodman@pnwt.c6iiif Assistant Title Officer, Rob Chelton(robchelton@pnwt.com) PE\/ Assistant Title Officer, Charlie Bell (charliebell@pnwt.com) 6T~MeNTp!-AN Unit No. 12 OFReNfoNNING FAX No. (206)343-1330 Telephone Number (206) 343-1327 DEC 2 7 2007 RECEIVED PACE 11255 Kirkland Way, Ste. 300 Kirkland, Washington 98033 Attention, Carey Welch Title Order No. 661062 CERTIFICATE FOR FILING PROPOSED PLAT Your Ref.: Lanphere Properties, LLC GENTLEMEN, PLAT CERTIFICATE SCHEDULE A In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN, LANPHERE PROPERTIES, LLC, an Oregon limited liability company SUBJECT TO THE FOLLOWING EXCEPTIONS, As on Schedule B, attached hereto. CHARGE, TAX, $350.00 $ 31.15 TOTAL CHARGE, $381.15 RECORDS EXAMINED TO, September 25, 2007 at a,oo a.m. NORTHWEST Curtis Goodman Title Officer Unit No. 12 COMPANY OF PLAT CERTIFICATE SCHEDULE A Page 2 Order No. 661062 The land referred to in this certificate is situated in the State of Washington, and described as follows: Lot 2, Burlington Northern, a Binding Site Plan, according to the plat thereof recorded in Volume 161 of Plats, pages B through 11, inclusive, in King County, Washington; TOGETHER WITH that portion of Lot 3, of said Binding Site Plan, lying north of a line described as follows, Beginning at a point on the easterly line of Lot 3 that is 23.BO feet south of the northeast corner of Lot 3, of said Binding Site Plan; Thence north 88°09'51" west a distance of 875.52 feet, more or less, to a point on the westerly line of said Lot 3 and the terminus of this description said point of terminus being 80.88 feet south of the original northwest corner of Lot 3; (ALSO KNOWN AS (New) Lot 2 of City of Renton Lot Line Adjustment Number LUA-94-157-LLA recorded under Recording Number 9511299006, in King County, Washington). END OF SCHEDULE A GENERAL EXCEPTIONS: PLAT CERTIFICATE Schedule B Order No. 661062 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen 1 s Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS: PLAT CERTIFICATE SCHEDULE B Page 2 Order No. 661062 1. Easement provisions, covenants, conditions, restrictions, dedications, agreements, notes, and other matters, as contained in the plat of Burlington Northern Orillia Industrial Park of Renton Division I recorded in Volume 108 of Plats, pages 12 and 13, in King County, Washington, as hereto attached. 2. EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE PLAT: PURPOSE: AREA AFFECTED: Utility Northerly, southerly and westerly portions of said premises 3. EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE PLAT: PURPOSE: Landscape and utility AREA AFFECTED: The east 15 feet of said premises 4. EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE PLAT: PURPOSE: AREA AFFECTED: Railroad Northwesterly portion of said premises 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: City of Renton, a municipal corporation Public utilities (including water, wastewater and surface water) with necessary appurtenances As constructed November 20, 1995 9511200895 {continued) PLAT CERTIFICATE SCHEDULE B Page 3 Order No. 661062 6. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE, PURPOSE, AREA AFFECTED, RECORDED, RECORDING NUMBER, City of Renton, a municipal corporation Public utilities (including water and wastewater) with necessary appurtenances As constructed November 14, 1997 9711140163 7. RESTRICTIONS, EASEMENTS AND LIABILITY TO ASSESSMENTS CONTAINED IN DECLARATION OF PROTECTIVE RESTRICTIONS, EASEMENTS AND ASSESSMENTS, AS HERETO ATTACHED: RECORDED, RECORDING NUMBER, May 30, 1992 9205302702 AMENDMENT AND/OR MODIFICATION OF SAID RESTRICTIONS, AS HERETO ATTACHED, RECORDED: RECORDING NUMBER, February 8, 1996 9602081399 8. RESTRICTIONS, EASEMENTS AND LIABILITY TO ASSESSMENTS CONTAINED IN DECLARATION OF PROTECTIVE RESTRICTIONS, EASEMENTS AND ASSESSMENTS, AS HERETO ATTACHED, RECORDED, RECORDING NUMBER, February B, 1996 9602081398 9. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED, RECORDED, RECORDING NUMBER, November 29, 1995 9511299006 10. AGREEMENT REGARDING BUILDING LOCATION AND THE TERMS AND CONDITIONS THEREOF, BY, RECORDED: RECORDING NUMBER, HCWA Realty Corp., a Washington corporation November 20, 1995 95ll200897 (continued) PLAT CERTIFICATE SCHEDULE B Page 4 Order No. 661062 11. CONDEMNATION OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE TO STATE OF WASHINGTON: ENTERED ON: SUPERIOR COURT CAUSE NUMBER: March 20, 1962 570903 12. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys and roads, as dedicated in the plat. 13. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2007 TAX ACCOUNT NUMBER: LEVY CODE: 125360-0020-05 2110 CURRENT ASSESSED VALUE: Land, $3,646,400.00 Improvements: $7,412,400.00 AMOUNT BILLED GENERAL TAXES, $121,447.08 SPECIAL DISTRICT, $404.14 $2 .49 $10.00 TOTAL BILLED: $121,863.71 PAID: $60,931.86 TOTAL DUE: $60,931.85 14. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR, TRUSTEE, BENEFICIARY: AMOUNT, DATED: RECORDED, RECORDING NUMBER: Lanphere Properties, LLC, an Oregon limited liability company Commonwealth Land Title Insurance Company KeyBank National Association $5,625,000.00 August 19 1 2002 August 28, 2002 20020828001046 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. (continued) PLAT CERTIFICATE SCHEDULE B Page 5 Order No. 661062 15. ASSIGNMENT OF RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: ASSIGNEE: RECORDED: RECORDING NUMBER: Lanphere Properties, LLC, an Oregon limited liability company KeyBank National Association August 28, 2002 20020828001047 16. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT, DATED, RECORDED, RECORDING NUMBER, Lanphere Properties, LLC, an Oregon limited liability company Commonwealth Land Title Insurance Company KeyBank National Association $38,500,000.00 August 26, 2002 December 19, 2002 20021219000448 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 17. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF, GRANTOR: TRUSTEE, BENEFICIARY, AMOUNT, DATED, RECORDED, RECORDING NUMBER, Lanphere Properties, LLC, an Oregon limited liability company Commonwealth Land Title Company of Puget Sound KeyBank National Association $747,719.00 November 10, 2003 November 18, 2003 20031118002943 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. (continued) PLAT CERTIFICATE SCHEDULE B Page 6 Order No. 661062 18. ASSIGNMENT OF RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: ASSIGNEE: RECORDED: RECORDING NUMBER: Lanphere Properties, LLC, an Oregon limited liability company KeyBank National Association November 18, 2003 20031118002944 END OF SCHEDULE B Title to this property was examined by: Dick Chase Any inquiries should be directed to one of the title officers set forth in Schedule A. rg/20020809001138 Burlington Northern 161/8-11 4 ~ 4 ~ [ ........ ~·-------~ ~ I -.! : ,. • 'i--- -· PACIFIC NOR1HWEST TITLE Order No. 661062 Company of Washington, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Harley Davidson Sales & Service Facility 3701 East Valley Road Renton, Washington For Lanphere Enterprises, Inc. I I I I I I I I I I I I I I I I I I I Cornerstone 17625-1301h Ave. NE, C102, Woodinville, WA 98072 II Geotechnical, Inc. November 5, 2007 Mr. Robert D. Lanphere Jr. Lanphere Enterprises, Inc. c/o Axis Design Group Architecture & Engineering, LLC 11104 SE Stark Street Portland, Oregon 97216 Geotechnical Engineering Report for Lanphere Enterprises, Inc. Proposed New Harley Davidson Sales and Service Facility 3 70 I East Valley Road Renton, Washington CG File No. 2454 Dear Mr. Robert D. Lanphere Jr.: INTRODUCTION Phone: 425-844-1977 Fax: 425-844-1987 This report presents the results of our geotechnical engineering investigation for the proposed new Lanphere Enterprises -Harley Davidson sales and service facility located at 3701 East Valley Road in Renton, Washington. The site is located approximately one half mile north of the intersection of East Valley Road and SW 41 '1 Street, as shown on the Vicinity Map in Figure I. This investigation was conducted to evaluate the soil and groundwater conditions at the site, to develop geotechnical engineering recommendations for use in the design of specific construction elements, and to provide criteria for site preparation and construction of the proposed new Harley Davidson sales and service building. Discussions regarding site conditions are presented herein, together with conclusions and recommendations pertaining to site preparation, excavations, structural fill, utility trench backfill, erosion control, drainage, foundations, concrete floor slabs and exterior flatwork. PROJECT DESCRIPTION The proposed development includes construction of a new Harley Davidson sales and service building and associated parking. We have reviewed the site plans and project information, which was forwarded to us from Axis Design Group, LLC. These documents indicate that the new building will be a two story I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3 701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 2 structure with a footprint of nearly 24,000 square feet. The new building will have a contemporary design including painted concrete, composite metal siding, aluminum storefront windows and painted metal canopies. The available construction details do not show the structure loads or expected grading. We expect that the existing asphalt parking will be removed in the area of the new building and new asphalt paved parking and driveway areas may be constructed. An additional Harley Davidson service area wi11 be located at the southeast comer of the existing on site building. This service area wi11 cover about 24,500 square feet. We have discussed aspects of the existing building with Mr. James Ponto of Axis Design Group, LLC. The existing building is founded on shallow spread footings. We have obtained and reviewed a copy of the original geotechnical report for the existing building at the site. This report is titled Geotechnical Engineering Study -Home Base Retail Store, by Terra Associates, Inc., dated April 9, 1993. The enclosed portion of the existing building covers about IO 1,000 square feet and had original design loads of approximately 3 to 5 kips per lineal foot for walls and 80 to I 00 kips for columns. The existing building had floor slab design loads in the range of 200 to 300 pounds per square foot (psf). The original geotechnical report presented two options for mitigation of soft underlying soils that would enable the construction with shallow spread footing foundations. These options included preloading the building areas with a fi]l surcharge or complete overexcavation of the soft and/or organic silt soils and replacement of these materials with suitable structural fill. SCOPE The purpose of this study is to explore and characterize the subsurface conditions and present recommendations for site development. Specifically, our scope of services as outlined in our Services Agreement, dated August 23, 2007, includes the following: I. Review available geologic maps for the site area. 2. Explore the subsurface conditions at the site with exploratory borings using a drill rig. 3. Provide logs of the borings with detailed soil descriptions and USCS classifications. Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 3 4. 5. Provide 2003 !BC Site Class Definitions for seismic design. 6. 7. Provide geotechnical recommendations for building foundations and retaining structures, including seismic increases. Provide recommendations for site preparation and grading. Provide general recommendations for site drainage. 8. Provide recommendations for temporary and permanent erosion control. 9. Provide recommendations for utility excavations. I 0. Provide recommendations for subgrade preparation. 11. Prepare a written report to document our findings, conclusions, and recommendations. SITE CONDITIONS Surface Conditions The rectangular-shaped project covers between 11 and 12 acres and has maximum dimensions of 925 feet in the east-west direction and 610 feet in the north-south direction. Access to the site is provided by a paved entrance area extending west from East Valley Road which borders the site to the east. The site is also bordered by existing commercial buildings to the south and west, and by asphalt parking lots to the north and south. A layout of the site is shown on the Site Plan in Figure 2. The ground surface within the site is generally level. The existing commercial building currently occupies the majority of the west half of site and has been performing adequately with no noticeable signs of distress. The site is primarily covered with asphalt and concrete access/parking areas. The proposed Harley Davidson sales building will be constructed near the south edge of the site. Geology Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 10,000 to 11,000 years ago. Many of the geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, areas of the Puget Sound region were overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. The site of the proposed new Harley Davidson sales and service building is located in an area that is primarily Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page4 underlain by recent deposits consisting of mostly of Lacustrine sediments and Alluvium. The Lacustrine sediments are deposited mainly in closed depressions. These materials may include silt, clay and peat. The Alluvium consists primarily of sand, silt and clay deposited by the White and Green Rivers before diversion of the White River to the south in 1906. The geologic units for this area are mapped on the The Geologic Map of Renton Quadrangle, King County, Washington, by D.R. Mullineaux (U.S. Geological Survey, 1965). The site is mapped as being near the contact ofLacustrine deposits and Alluvium. Our exploratory borings encountered fill, underlain by strata that appear to be representative of both the Lacustrine and Alluvial sediments. Explorations Subsurface conditions within the site were explored on October 18, 2007, by drilling and sampling two borings with a truck mounted hollow stem auger drill rig. The borings reached depths of 49.0 to 69.0 feet below the ground surface. Samples were obtained from the boring at 5-foot intervals by driving a split spoon sampler with a 140-pound hammer falling freely through a vertical distance of 30 inches. The number of blows required for penetration of three 6-inch intervals was recorded. If the number of blows reached 50 before the sampler was driven through any 6-inch interval, the sampler was not driven further. To determine the standard penetration number at each sample depth, the number of blows required for the lower two intervals were summed. The boring was located in the field by a representative from this firm who also examined the soils and geologic conditions encountered and maintained the logs of the borings. The approximate locations of the borings are shown on the Site Plan in Figure 2. The soils were visually classified in general accordance with the Unified Soil Classification System, a copy of which is presented as Figure 3. The logs of the borings are presented in Figures 4 and 5. The anticipated subsurface conditions, prior to the drilling and sampling operations, included primarily fine grained sediments, therefore the drilling procedure used consisted of hollow stem auger methods. These methods are well suited to drilling and sampling in fine grained soils, however we encountered loose to medium dense, granular soils beneath the fine grained soils and groundwater was also encountered. Mud rotary drilling methods are typically preferred in the granular soils encountered below groundwater, since these procedures enable more accurate measurements of the standard penetration resistance of the soils. Water was used within the borings performed for this study, in an attempt to Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotcchnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 5 maintain hole integrity and obtain accurate penetration resistance data. The values obtained may still contain certain inaccuracies; however it is our opinion that these inaccuracies do not have a significant adverse impact on the geotechnical design recommendations. Subsurface Conditions A brief description of the conditions encountered in our explorations is included below. For a more detailed description of the soils encountered, review the boring logs in Figures 4 and 5. We encountered a surficial layer of fill which we anticipate may extend to depths of approximately 10 feet. The fill consisted of about 7 to 9 feet of medium dense to dense, gray gravel with sand to sand with gravel over approximately I to 3 feet of soft, brown silty clay to silt. We encountered a stratum of about 2 to 5 feet of dark brown, soft organic silt below the fill or brown silty clay. The soft silt included interbedded layers of peat. A stratum of gray, soft to medium stiff sandy silt was encountered below the organic silt. The sandy silt was between about 1 and 5 feet thick. The sandy silt is underlain by dark brown loose to medium dense silty sand to sand with silt. This stratum becomes generally medium dense at about 22 feet below existing grade. Gray, medium dense sand with silt was encountered starting at a depth of about 35 feet below grade. Interbedded layers of soft silt were observed within the deeper sand stratum. Hydrologic Conditions Ground water seepage was encountered in both borings at depths of 1 7 to 20 feet below existing grades. These levels may represent current groundwater levels. Our scope of work did not include the installation of monitoring wells and/or long term review of groundwater levels. Perched water zones may also develop in more permeable fill above less permeable soil or near fill/native contact areas. Perched water does not represent a regional ground water "table" within the upper soil horizons. Volumes of perched ground water vary depending upon the time of year and the upslope recharge conditions. GEOLOGIC HAZARDS Seismic Hazard It is our opinion, based on our subsurface explorations, that the Soil Profile in accordance with Table 1613.5.2 of the 2006 International Building Code (!BC) is Soil Class D. We used the US Geological Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 6 Survey program "Seismic Hazard Curves and Uniform Hazard Response Spectra", which references 2003 NEHRP Seismic Design Provisions, to obtain values for S,, S 1, F, and Fv, The seismic design parameters are: s, s, F, 139.0 % g 47.5 % g 1.0 1.525 From Table 1613.5.3(1) of the 2006 !BC From Table 1613.5.3(2) of the 2006 !BC Site specific coefficients and adjusted maximum considered earthquake spectral response acceleration parameters apply as shown in Section 1613.5 of the !BC. Based on the USGS data and Tables 1613.5.6(1) and (2), the site has a Seismic Design Category ofD. Additional seismic considerations include liquefaction potential and amplification of ground motions by soft soil deposits. The liquefaction potential is highest for loose sand with a high ground water table. Our scope of services for this study did not include a detailed liquefaction evaluation of the site. The possible inaccuracies in the field measurements of the soil density can contribute to slight inaccuracies in the evaluation of site liquefaction potential. False low blow counts may show a higher than true liquefaction potential, while false high values may indicate a lower than true potential. It is our opinion that the medium dense sands encountered below the groundwater level, at depths between about 20 feet below grade and the maximum exploration depth (at 69 feet below grade), have a low to moderate potential for liquefaction. We have performed preliminary calculations to estimate possible liquefaction induced settlements. Our preliminary analyses indicate that liquefaction induced total settlements could be on the order of 1 to 3 inches during a design seismic event, per the 2006 !BC. This type of event has a 2 percent probability of being exceeded in 50 years. Corresponding differential settlements could be on the order of 0. 75 to 2 inches. It should be noted that no significant damage from the 2001 Nisqually earthquake was still apparent during our site visit. This may indicate that the liquefaction potential at the site is lower than the Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Gcotcchnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 7 preliminary analyses show. The foundation alternatives provided later in this report will increase the foundation subgrade support during a seismic event. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the site is compatible with the planned new Harley Davidson sales and service building. The soft silt and organic silt strata, encountered at depths of between about 8 and 15 feet below the existing ground surface, are susceptible to long term settlement under new foundation loads and these settlements may be greater than usual tolerances. We estimate that long term total settlements, with the existing subsurface conditions, may be on the order of 2 to 4 inches and differential settlements could be between one half and two thirds of the total values. We recommend that one of three foundation options be considered for support of the new Harley Davidson building and any associated structures. The first alternative for support of the structures includes the installation of auger cast piles. This type of system should penetrate through the soft silts and transfer the structure loads to the underlying, medium dense native soil. The auger cast piles are designed by a structural engineer using the parameters presented in this report. The auger cast piles are a deep foundation system which will provide adequate support for the structure loads. To reduce the possibility for differential settlement related distress in the floor slab and between floor slab areas and pile supported structure loads, we recommend that the floor slab be fully supported by piles. Specific recommendations for this type of system are presented in the Deep Foundations subsection of this report. The second option for foundation support for the planned structures includes the construction of a shallow foundation system, following complete removal of the soft silt and replacement with structural fill. We expect that a significant portion of the removed soil may be re-used as structural fill with treatment of certain soils with cement and proper placement and compaction; however we expect that certain sections may contain peat and unsuitable organic material, which may require removal. It should be noted that this would include an extensive depth and lateral extent of initial excavation and fill placement. The depth may he as much as IO to 15 feet in certain areas and the lateral extent of the excavations would need to reach a similar horizontal distance beyond the foundation edges. If this option is selected, we Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 8 recommend that the process be observed on a full time basis by a representative of Cornerstone Geotechnical, Inc. and that the structural fill be placed and compacted in accordance with the Fill Placement subsection of this report. The structure footprint and room constraints within the property should be evaluated to determine if the temporary excavation slopes, with heights up to 10 to 15 feet, can be maintained at the angles recommended in the Temporary and Permanent Slopes section of this report. If these angles cannot be achieved, other options may need to be considered or temporary shoring will likely be necessary. Additional details regarding the full overexcavation are presented in the Shallow Foundations with Complete Overexcavation subsection of this report. The third alternative for foundation support includes the installation of the proprietary Geopiet® system. This type of foundation/soil improvement system works well for the depths of unsuitable soils encountered at this site. The Geopiet® elements are designed by an engineer with the Geopier Company, typically with input from the geotechnical engineer. This type of system is described in more detail in the Shallow Foundations with Geopiers® subsection of this report. Site Preparations and Grading The first step of site preparation should be to remove the existing pavement where necessary and remove a pre-determined depth of soil, including the soft silts. The unsuitable material should be removed from the site, or stockpiled for later use as landscaping fill. The resulting pavement and slab subgrades should have fill sections initiated with a layer of 2 to 4 inch sized quarry spalls, prior to the placement of structural fill. The layer of quarry spalls may vary in depth, depending on the observed subgrade conditions, but should be at least I foot thick. Areas observed to pump or weave should be repaired prior to placing structural fill and hard surfaces. The on-site fill and underlying native soils likely to be exposed during construction are considered moisture sensitive, and the surface may disturb easily when wet. We expect these soils would be difficult, if not impossible, to compact to structural fill specifications in wet weather. We recommend that earthwork be conducted during the drier months. Additional expenses of wet weather or winter construction could include extra excavation and use of imported fill or rock spalls. During wet weather, alternative site preparation methods may be necessary. These methods may include utilizing a smooth- bucket trackhoe to complete site stripping and diverting construction traffic around prepared subgrades. Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3 701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 9 Disturbance to the prepared subgrade may be minimized by placing a blanket of rock spalls or imported sand and gravel in traffic and roadway areas. Cutoff drains or ditches can also be helpful in reducing grading costs during the wet season. These methods can be evaluated at the time of construction. Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features, as part of the mitigation of the existing soil and/or as part of the plan to raise site grades, if applicable, should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field observation procedures would include the performance of a representative number of in-place density tests to document the attainment of the desired degree of relative compaction. Materials: Imported structural fill should consist of a good quality, free-draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches. Imported, all-weather structural fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 Sieve), based on that fraction passing the U.S. 3/4-inch Sieve. The use of on-site soil as structural fill will be dependent on moisture content control and the presence of organic material. Highly organic soils will not be suitable for use as structural fill and will require discarding. Some drying of the on site soils may be necessary in order to achieve compaction. During warm, sunny days this could be accomplished by spreading the material in thin lifts and compacting. Some aeration and/or addition of moisture may also be necessary. We expect that compaction of the native soils to structural fill specifications would be difficult, if not impossible, during wet weather. Fill Placement: Following the proper overexcavation and subgrade preparation, placement of the structural fill may proceed. Fill should be placed in 8-to 10-inch-thick uniform lifts, and each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. All structural fill underlying building areas, and within a depth of 2 feet below pavement and sidewalk subgrade, should be compacted to at least 95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as determined by the ASTM 01557 compaction test procedure. Fill more than 2 feet beneath sidewalks and pavement subgrades should be compacted to at least 90 percent of the maximum Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 10 dry density. The moisture content of the soil to be compacted should be within about 2 percent of optimum so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Temporary and Permanent Slopes Temporary cut slope stability is a function of many factors, such as the type and consistency of soils, depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the presence of surface or groundwater. It is exceedingly difficult under these variable conditions to estimate a stable temporary cut slope geometry. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations, since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and groundwater conditions encountered. For planning purposes, we recommend that temporary cuts in the upper 10 to 15 feet be no steeper than 1.5 Horizontal to 1 Vertical (1.5H:l V). If groundwater seepage is encountered, we would expect that flatter inclinations would be necessary. We recommend that cut slopes be protected from erosion. Measures taken may include covering cut slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to local and WISHA/OSHA standards. Final slope inclinations for structural fill and the cuts in the native soils should be no steeper than 2H: IV. Lightly-compacted fills or common fills should be no steeper than 3H: 1 V. Common fills are defined as fill material with some organics that are "trackrolled" into place. They would not meet the compaction specification of structural fill. Final slopes should be vegetated and covered with straw or jute netting. The vegetation should be maintained until it is established. Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG l'ile No. 2454 Page 11 Foundations General: We have provided three alternatives for support of the planned Harley Davidson structures. These options include the installation of an auger cast pile type deep foundation system to penetrate the soft silts, a complete overexcavation and replacement of the soft silt soils with shallow foundation support and the installation of a Geopier® type system with shallow spread footings constructed above the Geopier® elements. Deep Foundations: We recommend that the auger cast piles extend through the soft and/or organic silt strata and at least 5 feet into the underlying, medium dense native soil. We estimate that the average depth of each auger cast pile will be about 25 feet below existing grades. The installation of each auger cast pile should be monitored to verify that the piles extend the minimum 5 feet into medium dense, native soil, regardless of the total depth achieved. We recommend a pile diameter of 16 inches. The total allowable axial capacity for the 16 inch diameter auger cast pile may be taken as 15 tons. The capacities for other sizes can be provided if they are economical for use. We recommend that an allowable passive resistance value of 150 pounds per cubic foot (pcf) be used for grade beam and foundation design. The auger cast piles are installed by initially drilling to the required depths followed by placement of the grout column as the auger is extracted. Steel reinforcing cages can then be placed following extraction of the auger. We recommend that the volume of grout placed for each pile be at least 115 percent of the hole volume. If the auger cast pile option is selected, we recommend that the floor slab be fully supported by piles. This will help to reduce potential settlement damage that could occur between the pile supported walls and columns and the floor slab. Shallow Foundations with Complete Overexcavation: This option would include total, initial removal of the existing fill and the underlying soft silt over the entire building footprint and beyond all perimeter foundation edges at distances equal to the depths of removal. The re-placement of structural fill should be completed in accordance with the recommendations presented in the General subsection of the Conclusions and Recommendations section of this report, as well as the Site Preparation and Grading and the Structural Fill subsections. Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 12 An additional recommended step in this process is the use of cement treatment of moisture sensitive silt fill and native silt soils, which should be performed only on those soils that are deemed suitably inorganic. The soils proposed for re-use as structural fill should be evaluated by a representative of the geotechnical engineer to determine which soils will require only re-compaction, which materials will require cement treatment and which soils will require removal. The cement treatment should be performed by contractor experienced in this process. The soils that are determined suitable for cement treatment should be blended with 5 to 7 percent cement by dry weight of soil. Cornerstone Geotechnical, Inc. should work with the earthwork contractor to develop the proper soil/cement mix. The cement treatment process should be observed by Cornerstone Geotechnical, Inc. to verify suitable techniques. The buildings may be founded on conventional shallow foundation systems following the described improvement. The shallow spread footings may be designed for an allowable bearing pressure of 2,500 pounds per square foot (psf) for 18 inch wide footings. This allowable bearing pressure may be increased to 3,000 psf for 24 inch wide footings. It is our opinion that if the complete removal and replacement of the existing fill and underlying soft and/or organic silt is performed, the total settlement would be estimated at I inch or less and the differential settlement would be on the order of Y, inch between footings or across a distance of about 30 feet. This method of total removal and re-placement should also reduce potential floor slab movements. Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection. Minimum foundation widths should conform to !BC requirements. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. A coefficient of friction of 0.35 may be used to determine the base friction between shallow spread footings and the re-compacted structural fill soils. An equivalent fluid density of 150 pcf may be used for passive resistance design. To achieve this value of passive pressure, the foundations should be poured "neat" against medium dense soils, or compacted fill should be used as backfill against the front of the footing, and the soil in front of the wall should extend a horizontal distance at least equal to three times the foundation depth. A factor of safety of 2.0 has been applied to the passive pressure to account for required movements to generate these pressures. The friction coefficient does not include a factor of Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 13 safety. The passive resistance can be increased to 250 pcf if a structural fill zone is created on the passive side of walls. Shallow Foundations with Geopiers®: Conventional, shallow spread foundations should be founded above a Geopier® type system. This type of system is designed by Geopier® engineers based on the information provided by the geotechnical engineer. The Geopiers® are known as Rammed Aggregate Piers™ (RAP). These features are constructed by drilling a shaft into the subsurface soil to a prescribed depth, followed by the placement and compaction of large, clean angular rock. The depths of the elements are determined by the in house engineering staff. The depth will typically extend to a suitable bearing layer if encountered at about 25 to 30 feet or less below the ground surface. We anticipate that the Geopiers® at this site will need to extend 25 feet below grade. The holes are typically drilled with open hole techniques, however casing can be used if groundwater and caving soils are expected. We anticipate that groundwater seepage and/or caving soils could be encountered at this site, therefore we recommend that the contractor be prepared to use casing on this proj eel. The aggregate which is placed into the holes is compacted by a high energy hammer. Typical allowable bearing pressures for shallow foundations constructed above the Geopiers®, are in the range of 4,000 to 5,000 psf with typical settlement limitations of 1 inch or less total and '!, inch or less differential across a distance of about 30 feet. The primary advantage of the Geopiers®, as compared to a deep foundation system, is that spread footings may still be used for foundation support and no grade beams are required. Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection. Minimum foundation widths should conform to !BC requirements. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. We recommend that the floor slab areas also be fully supported by the Geopiers® to reduce the potential for differential settlement related distress in the floor slab. The minimum floor slab subgrade preparation, described in the Slabs-On-Grade subsection of this report, should be completed for this alternative, if the Geopiers® are only constructed beneath foundation areas. It should be understood that if the floor slab is not fully supported by the Geopiers® there will be an increased risk of settlement related distress, even with the subgrade mitigation. Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 14 A coefficient of friction of 0.35 may be nsed to determine the base friction between shallow spread footings and the re-compacted structural fill soils. An equivalent fluid density of 150 pcf may be used for passive resistance design. To achieve this value of passive pressure, the foundations should be poured "neat" against medium dense soils, or compacted fill should be used as backfill against the front of the footing, and the soil in front of the wall should extend a horizontal distance at least equal to three times the foundation depth. A factor of safety of 2.0 has been applied to the passive pressure to account for required movements to generate these pressures. The friction coefficient does not include a factor of safety. The passive resistance can be increased to 250 pcf if a structural fill zone is created on the passive side of walls. Slabs-On-Grade Slab areas should be prepared as recommended in the Site Preparation and Grading subsection of this report. The best performance will be achieved if the underlying soft silt is completely removed and replaced with structural fill. If complete removal and replacement of the deeper soft silt is not performed beneath slabs-on-grade, we recommend that the slabs be founded on at least 2 feet of structural fill. Additional overexcavation beyond 2 feet may be required if the resulting subgrade is soft. Some risk of settlement and/or cracking should be expected of any slab placed above the existing fill and underlying soft and/or organic silt. Slabs should be reinforced to withstand some differential settlement. A gap should be provided between the slab and adjacent foundation wall so that the slab can settle without being "hung up", causing a bridging situation. This is commonly accomplished by placing a felt expansion strip between the slab and foundation wall. Where slabs transition across exterior doorways, the slab can be doweled into the stem wall to prevent vertical offsets. We recommend that all floor slabs be underlain by at least 6 inches of free-draining sand or gravel for use as a capillary break. A suitable vapor barrier, such as heavy plastic sheeting, should be placed over the sand or gravel. The capillary break should be designed to drain into the foundation drain system. A 2- inch-thick sand blanket may be used to cover the vapor barrier to aid in curing the concrete. This will also help prevent cement paste bleeding down into the capillary break through joints or tears in the vapor barrier. The capillary break material should be connected to the footing drains to provide positive drainage. Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Gcotechnical Engineering Report Proposed New Harley Davidson Building 3 70 I East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 15 Drainage We recommend that runoff from impervious surfaces, such as roofs, driveway and access roadways, be collected and routed to an appropriate storm water discharge system. We suggest that the finished ground surface be sloped at a gradient of 5 percent minimum for a distance of at least 10 feet away from the buildings, as indicated in IBC Section 1803.3. Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. We recommend that footing drains be used around all of the structures where moisture control is important. It is good practice to use footing drains installed at least I foot below the planned finished floor slab elevation to provide drainage. Where used, footing drains should consist of 4-inch-diameter, perforated PVC pipe that is surrounded by free-draining material, such as pea gravel or washed rock wrapped in filter fabric. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point. For slabs-on-grade, a drainage path should be provided from the capillary break material to the footing drain system. Roof drains should not be connected to wall or footing drains. Utilities Our explorations indicate that specific deep dewatering should not be needed to install utilities. Anticipated groundwater is expected to be handled with pumps in the trenches. We also expect that some groundwater seepage may develop during and following the wetter times of the year. We expect this seepage to mostly occur in pockets. We do not expect significant volumes of water in these excavations, unless deep utility trenches, greater than 10 to 15 feet are planned. If such deep utilities are proposed we should discuss possible construction methods with the design team. The soils likely to be exposed in utility trenches after site stripping are considered moisture sensitive. We recommend that they be considered for trench backfill during the drier portions of the year. Provided these soils are within 2 percent of their optimum moisture content, they should be suitable to meet compaction specifications. During the wet season, it may be difficult to achieve compaction specifications; therefore, soil amendment with kiln dust or cement may be needed to achieve proper compaction with the on-site materials. Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geotechnical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 16 Pavement The performance of roadway pavement is critically related to the conditions of the underlying subgrade. We recommend that the subgrade soils within the roadways be improved, at a minimum, as discussed in the Slabs-On-Grade subsection and the Site Preparation and Grading subsection of this report. Prior to placing base material, the minimum structural fill section and underlying subgrade soils should be compacted to a non-yielding state with a vibratory roller compactor and then proof-rolled with a piece of heavy construction equipment, such as a fully-loaded dump truck. Any areas with excessive weaving or flexing should be overexcavated and recompacted or replaced with a structural fill or crushed rock placed and compacted in accordance with recommendations provided in the Structural Fill subsection of this report. Pavement sections constructed above any remaining depth of existing, fill and underlying soft silt may still experience distress and cracking, even with the minimum improvement methods. It should be understood that areas where this occurs may require more frequent pavement maintenance measures. CONSTRUCTION OBSERVATION We should be retained to provide observation and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. USE OF THIS REPORT We have prepared this report for Lanphere Enterprises, Inc., and its agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report, for consideration in design. There are possible Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Geoteclmical Engineering Report Proposed New Harley Davidson Building 3701 East Valley Road Renton, Washington November 5, 2007 CG File No. 2454 Page 17 variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our services have been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Sean L. Caraway, PE Senior Engi Rick B. Powell, PE President SLC:RBP:am Three Copies Submitted Five Figures 11/&S/01 Information about this Geotechnical Engineering Report Cornerstone Geotechnical, Inc. I I I I I I I I I I I I I I I I I I I Vicinity Map 655 -la, 1 ___ ~ ST ill ;;, l, SIi -'l~~--- ST 685 i"" ~~ ~1111tir ! s 182ND ST ST I S it _184TH I ~ IS 186TH I 181!TH_ ST_ ' i r-'r 190Ttf ST ' I aJ Slf)!JRO sr ~ SW -~ 3.,1_!~ 1£11,WJS " l SW i SW -ey, ' SW _19TH _}T 511 TM 39TH ST Project Site ,~ ~..::: 1-lST 1anH sr ST ~---,5°"19'"2-NO':;_, S 192ND a, S 192ND ST __ _ --- • ,S_ ~= ___ 1'1,_ s !HST CT Address: 3701 East Valley Road, Renton, WA 98055 Cornerstone Phone: (425) 844-1977 Fax: ( 425) 844-1987 II Geotechnical, Inc. 17625-130th Ave NE, C-102 • Woodinville, WA• 98072 AV j S ~' 34TH I 14r,, i . .s ST "I ~ ' i s 't.i~~ .,!. '.<'al~ >T Sl i!i SE l:!~J \- .':'11';'.. ',';. v;. _c! tK.W ',i " N " '" "' ~T • ~ ~ ~-' SE l72NO ST " - ' _ SE :_: ;; 182HD ~ 8'<,:0 Sf 183RD :t c,'-. " . Pl ":: it ;,:,QJJ •) SE 184TH SE PL 186TH i!: u ,; SE ST Lanphere Enterprises -Harley Davidson Sales and Service Facility File Number Figure 2454 1 1r---------------------, I I I I I I I I I I I I I I I I I --- r --1--~L. :1 (EJ R::TAIL ; -' · ___ i ;1 0 0 -.--I __ / /, n. I 1f ./-u i. ;-·.' f _; '. r._,·. ' ,, ,, ,+; ' < ! ,. _::?-C// B-1 -" ,._ - ·j .-•• f :~ --_J- ··-·' . 1 . " Site Plan -~".,:;_""- (, --~ .. !:' ., , I ' ,'J '-1::-.·_::_:.,' I,' " ..'._,I . ' .. . ' ii !· '' , .. 1 :1 N i. ' j. '.r), )1, ::, I I' i 1 I ' ,, .-.-! '. ! I'----- HARU.:Y DAVID50N SERVICE SERVICE AREA 24.SOC SG. FT '. ' i....:_ __ _ ---... L HARLE"" DAV1DSCJt,. N~ Bl!IL.OINC, 1ST. FLOOR: 21,200 SQ_ FT 2ND. FLOOR: 10,500 SC!. l"T. -o-AL: 31.,00 sa. r B-1 B-2 , -I LEGEND ' ' '. i:; Reference; Based on sheet A 1.0 prepared by Axis Design Group dated 07-27-2007 + Number and Approximate Location of Boring Cornerstone Phone: (425) 844-1977 Fax: (425) 844-1987 Lanphere Enterprises-Harley Davidson Sales and Service Facility File Number Figure II Geotechnical, Inc. .... ______ 1_7_62_s_-1_30_1h_A_v_e_N_E._c_-1_0_2_._w_oo_d_in_vi_11e_. w_A_· -98_0_72 __ ..1, _____ 2_4_5_4 __ L ___ 2 ___ .J I I I I I I I I I I I I I I I I I I I UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL GW WELL-GRADED GRAVEL, FINE TO COARSE GRAVEL COARSE-CLEAN GRAVEL GP POORLY-GRADED GRAVEL GRAINED MORE THAN 50% OF COARSE FRACTION GRAVEL GM SILTY GRAVEL SOILS RETAINED ON NO. 4 WITH FINES SIEVE GC CLAYEY GRAVEL SAND CLEAN SAND SW WELL-GRADED SAND, FINE TO COARSE SAND MORE THAN 50% SP POORLY-GRADED SAND RETAINED ON NO. 200 SIEVE MORE THAN 50% OF SM COARSE FRACTION SAND SILTY SAND PASSES NO. 4 SIEVE WITH FINES SC CLAYEY SAND FINE-SILT AND CLAY INORGANIC ML SILT GRAINED CL CLAY SOILS LIQUID LIMIT LESS THAN 50% ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT MORE THAN 50% CH CLAY OF HIGH PLASTICITY, FAT CLAY PASSES NO. 200 SIEVE LIQUID LIMIT OH 50%0RMORE ORGANIC ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS * 1) Field classification is based on Dry-Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D 2488-93. Moist-Damp, but no visible water * 2) Soil classification using laboratory tests is based on ASTM D 2487-93. Wet-Visible free water or saturated, 3) Descriptions of soil density or usually soil is obtained from consistency are based on below water table interpretation of blowcount data, visual appearance, of soils, and/or test data. * Modifications have been applied to ASTM methods to describe sit and clay content. KEY TO BORING LOG SYMBOLS ~ -Letter symbol for soll type Contact between soil strata -(Dashed line indicates approximate contact between soils) '2 Ground water level -Letter symbol for soil type • Blows required to drive MC(.)=% Moisture= (We7~9ri~ 1 01a~~eo~l sample 12 in. using SPT DD = Dry Density NOTE: The stratification lines represent the approximate boundaries between soil types and the transition may be gradual Cornerstone Soil Classification and Phone: (425) 844-1977 Boring Log Key .. Geotechnical, Inc . Fax: (425) 844-1987 17625-130th Ave NE, C-102 • Woodinville, WA• 98072 Figure 3 I I I I I I I I I I I I I I I I I I I Date 10/18/2007 Hole diameter 6" Sample B-1 Logged by Jaimie Ellis Hole depth 49' (.) Static Driller EDI Well diameter N/A Cl) cC " Water • Page 1 of2 Elevation Well depth N/A ::, > ~ Level 0 • u 1e LITHOLOGY/ DESCRIPTION ID O'. Asohalt Base Course Gray gravel with sand (dense, moist) (fill) GP = Gray silty sand with gravel (dense, moist) (fill) SM ... ~-------------------------------Brown organic silty clay (soft, moist) (fill) CL-CH . ...; \_, .,.· Oriqinal topsoil Gray silt with clay (soft, moist) ML ,. ,!:'ushed 2' She!2)1 same!_e _ _ _ _ _ _ _ _ _ _ _ _ _ _ ti --- Gray sandy silt with trace gravel (soft to medium ML stiff, moist) ., -------------------------------Dark brown silty sand (loose, wet) SM 2 Free water at 20 feet Becomes medium dense at 22 feet Cornerstone Phone: (425) 844-1977 Geotechnical, Inc . Fax: (425) 844-1987 .. 17625-130 Ave NE. C-102 · Woodinville, WA· 98032 Standard Penetration Resistance © (140 lb. weight, 30" drop) ~ .c • Blows per foot a. Q) 0 0 10 20 30 40 50 50+ - 1- - 2- - 3- - 4- - 5- - 6- - 7- - 8- - 9- - 10-• - 11- - 12- - 13- - 14-' ' ' -' 15-j - 16- - 17-. - 18- - 19- - 20- - 21- - 22- - 23- - 24- - 25-. - Harley Davidson Sales & Service Facility File Number 2454 Figure 4A I Date 1011812007 Hole diameter 6" Sample B-1 Logged by Jaimie Ellis Hole depth 49' c..i Driller EDI Well diameter NIA U) ~ m w Page 2 of 2 Elevation Well depth NIA :, > ~ 0 u j,l ID E LITHOLOGY/ DESCRIPTION "' -------------------------------I--+--< SP Dark brown sand with silt (medium dense, wet) I I I >-------------------------------+----+---I Gray silt with sand (soft, wet) ML I I I I--------------------------------1--+-t I I I I I I Gray sand with silt (medium dense, wet) I Boring was completed at 49 feet SP-SM I . Static Water Level I I I Cornerstone Ill Geotechnical, Inc. Phone: (425) 844-1977 Fax: (425) 844-1987 17625-130 Ave NE, C-102 · Woodinville, WA· 98032 Standard Penetration Resistance 1ii (140 lb. weight, 30' drop) ~ .c • Blows per foot C. ID 0 10 20 30 40 50 0 50+ - 26- - 27-• - 28- - 29- - 30- - 31- - 32- -~ 33- - 34- - 35- . 36- - 37- • - 38- - 39- - 40- - 41- - 42-• - 43- - 44- - 45- - 46- - 47- - 48- - 49- - 50- - Harley Davidson Sales & Service Facility File Number 2454 Figure 4B I ~ I I I I I I I I I I I I I I I I Date 10/18/2007 Hole diameter 6" Sample B-2 Logged by Jaimie Ellis Hole depth 69' 0 Static Driller EDI Well diameter NIA U) "' '" Water 0 Page 1 of 3 Elevation Well depth NIA ::0 > ~ Level 0 ill C c LITHOLOGY/ DESCRIPTION ill Cl'. 5 1 /2" Asohalt Brown gravel with sand (medium dense, damp) (fill) GP Gray medium to course sand with gravel (dense, SP C:'.' ::c, moist) (fill) - Silt at 7.5 feet .. ,, . ·• Brown silt ( soft, moist) ML ""'' :'c :' ;. Dark Brown oraanic toosoil (peat) PT !:/ Gray sandy silt (soft, moist) ML ;f -------------------------------- Dark gray and brown sand with silt and trace gravel SP and shells (loose, moist to wet) Free water at 17' sz Becomes medium dense --------------------------------Dark brown sand (medium dense, wet) SP 1' of Heave Cornerstone Phone: (425) 844-1977 Geotechnical, Inc . Fax: (425) 844-1987 .. 17625-130 Ave NE, C-102 ·Woodinville.WA· 98032 Standard Penetration Resistance a, (140 lb. weight, 30" drop) ~ L • Blows per foot Q. <l) 0 0 10 20 30 40 50 50+ - 1- - 2- -•• 3- - 4- - 5-' - 6- - 7- - 8- - 9- - 10-• - 11- - 12- - 13- - 14- - 15- - 16- - 17-, - 18- - 19- - 20- - 21- - 22- - 23- - 24- - 25- - Harley Davidson Sales & Service Facility File Number 2454 Figure 5A Date 10/18/2007 Hole diameter 6" Sample Logged by Jaimie Ellis Hole depth 69' u Driller EDI Well diameter N/A (/) i'., " • ~ Elevation Well depth N/A :::, > 0 2 u LITHOLOGY/ DESCRIPTION • E O'. I B-2 I Page 2 of 3 .. • ,. . I I I I Gray sand wiihgraveiandairaceo(silt -------• SP·l-+--l (medium dense, wet) I I 2' of Heave I I I .· I --------------------------------+---+--i I I Gray sand with gravel and shell fragments (medium dense, wet) SP · .. ::>" .. :. Static Water Level I I I Cornerstone II Geotechniral, Inc. Phone: (425) 844-1977 Fax: (425) 844-1987 17625-130 Ave NE, C-102 · Woodinville, WA · 98032 oi ~ .c D. "' 0 . 26- - 27- . 28- - 29- - 30- - 31- - 32- - 33- - 34- - 35- . 36- - 37- - 38- - 39- - 40- . 41- . 42- . 43- . 44- - 45- - 46- - 47- - 48- - 49- - 50- - 0 Standard Penetration Resistance (140 lb. weight, 30' drop) + Blows per foot 10 20 30 40 50 50+ \ • I ' ' Harley Davidson Sales & Service Facility File Number 2454 Figure 58 I I I I I I I I I I I I I I I I I I I Date 10/18/2007 Hole diameter 6" Sample B-2 Logged by Jaimie Ellis Hole depth 69' ci Static Driller EDI Well diameter N/A en iC " Water w Page 3 of 3 Elevation Well depth N/A ::, > ~ Level 0 0 0 c LITHOLOGY I DESCRIPTION (l) Cl'. lnterbedded silt layers starting at about 50 feet ,:·, .. ' ! • ·s ~~i !~ f·· _:;,, '/ ·. Boring was completed at 69 feet '" ' Cornerstone Phone: (425) 844-1977 Geotechnical, Inc . Fax: (425) 844-1987 .. 17625-130 Ave NE, C-102 · Woodinville, WA· 98032 Standard Penetration Resistance 1ii (140 lb. weight, 30'drop) ~ .c • Blows per foot ci. (l) 0 0 10 20 30 40 50 50+ - 51- - 52- -' 53- - 54- - 55- - 56- - 57- -~ 58- - 59- - 60- - 61- - 62- - 63- . 64- - 65- . 66- - 67- - 68- - 69- - 70- - 71- - 72- - 73- - 74- - 75- - Harley Davidson Sales & Service Facility File Number 2454 Figure 5C I I I I I I I I I I I I I I I I I I I Important Information About Your Geotechnical Engineering Report Geotechnical Services Are Performed lor Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solelyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one -not even you -should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Set ol Project-Specific Factors Geotechnical engineers consider a number of unique, project-specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements. such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geolechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant lo a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design learn, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes-even minor ones-and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the lime the study was pertormed. Do not rely on a geotechnical engineer- ing report whose adequacy may have been affected by: the passage of lime; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report lo determine if ii is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurtace conditions only at those points where subsurtace tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurtace conditions throughout the site. Actual subsurface conditions may differ-1,omelimes significantly- from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Nat Final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual II I I I I I I I I I I I I I I I I I I subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating Jogs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurtace conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, bu/preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefel A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to pertorm additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some ol lhe financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to pertorm a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoen- vironmental information, ask your geotechnical consultant for risk man- agement guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surtaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a num- ber of mold prevention strategies focus on keeping building surtaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed in this report. the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your ASFE-Member Geotechncial Engineer for Additional Assistance Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE-member geotechnical engineer for more information. ASFE The 1es1 Peoule on Earth 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 3011565-2733 Facsimile: 301/589-2017 e-mail: inlo@asle.org www.asfe.org Copyright 2004 by ASFE, Inc. Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with ASFE's specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express wn·tten permission of ASFE. and only tor purposes of scholarly research or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechriica/ engineering report. Any other firm. individual, or other entity that so uses this document without being an ASFE member could be committing negligent or intentional (fraudulent) misrepresentation. IIGER06045.0M I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA Transportation Impact Study December 1 2, 2007 Prepared for: I EXPIRES Axis Design Group Architecture & Engineering LLC 11104 SE Stark Street Portland, WA 97216 Prepared by: ~ Transportation Engineering North West, LLC Transportation Engineering/Operations • Impact Studies + Transportation Planning • Demand Forecasting Seattle Office-PO Box 65254 • Seattle, WA 98155 + Office/Fax (206) 361-7333 • Toll Free (888) 220-7333 Eastside Office: 816" 6th Street S + Kirkland, WA 98033 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton. WA Table of Contents Transportation Impact Study FINDINGS AND CONCLUSIONS .................................................................................................... 1 INTRODUCTION .............................................................................................................................. 2 Project Description .. .. . . .. .. . . . .. .. .. . . . .. .. . . .. .. .. . . .... . . .. .. . . .. .. .. . . .... . . .... . . .. .. . . . . . . . . . . . .. .. .. ... .. . . . .... 2 EXISTING CONDITIONS ................................................................................................................. 2 Roadway and Intersection Conditions ........................................................................................ 5 Existing Traffic Volumes.................. . ................................................................................. 5 Intersection Level of Service ...................................................................... .. . ........ 7 Public Transportation Services............................................... ....... .. ....... 9 Nonmotorized Transportation Facilities........................................................................ . ....... 9 Planned Roadway Improvements ........ ............. ...... ........ ...... ...... ....... ....... ....... ....... ... . ...... 10 TRANSPORTATION IMPACT ANALYSIS .................................................................................... 11 Non-Project Traffic Forecasts ................................................................................................... 11 Trip Generation ......................................................................................................................... 11 Trip Distribution and Assignment............................................................................ .. .. 11 Traffic Volume Impacts............................... ... 14 Intersection Level of Service Impacts........... .. .............. 14 Site Access, Safety, and Circulation Issues.................................................................... ..16 Public Transportation Impacts............................................................... .. 16 Nonmotorized Transportation Impacts........................................................ .16 PROJECT MITIGATION MEASURES ........................................................................................... 17 Appendix A -Traffic Counts Appendix B -Level of Service Calculations at Study Intersections Appendix C -Traffic Volume Forecasts ~ Transportation Engineering North West, LLC December 1 2, 2007 Page i I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA List of Figures Figure 1: Project Site Vicinity. Figure 2: Proposed Site Plan ........................................................ . Figure 3: Existing Channelization and Traffic Control. .................. . Figure 4: 2007 Existing Daily and P.M. Peak Hour Traffic Volumes Figure 5: Project Trip Distribution .. Figure 6: Daily and P.M. Peak Hour Project Trip Assignment... ...... . Figure 7: 2009 Daily and P.M. Peak Hour Traffic Volume Impacts List of Tables Transportation Impact Study . ....... 3 . ..... .4 ...... 6 ............. 8 ... 12 ..13 ......... 15 Table 1: Level of Service Criteria at Intersections............................................... . ......... 7 Table 2: 2007 Existing P.M. Peak Intersection Levels of Service...................... . ........ 9 Table 5: Net Project Trip Generation................................................................. . ............. 11 Table 6: 2009 P.M. Peak Intersection Level of Service Impacts ........................................................... 14 ~ Transportation Engineering North West, LLC December 12. 2007 Page ii I I I I I I I I I I I I I I I I I I I Harley Davidson Renton. WA FINDINGS AND CONCLUSIONS Transportation Impact Study Project Proposal. The proposed Harley Davidson development would consist of up to 60,500 square feet in gross floor area of new car sales to include a service center and retail area at 3701 East Valley Road in Renton, Washington. An existing 24,500 square foot building and motorcycle arena would be replaced by the Harley Davidson service area. Vehicular access would be provided via two existing site driveways onto East Valley Road. Full build-out of the project is anticipated for the year 2009. Trip Generation. The proposed action would generate an estimated net total of 1,570 daily and 117p.m. peak hour vehicular trips (43 entering and 74 exiting) at full build-out. Off-Site Study Area Impacts. The signalized study intersection of East Valley Road/SW 41st Street/SR 167 SB Ramps is anticipated to operate at LOS E with and without the proposed development in 2009 during the p.m. peak hour. Site Access Impacts. The two site access intersections onto East Valley Road are expected to operate at LOS C or better with and without the proposed development with minimal queuing impacts in 2009 during the p.m. peak hour. Transit and Nonmotorized Impacts. There are no anticipated impacts to public ttansportation services or nonmotorized transportation facilities. Mitigation Payment System. The Harley Davidson development will be required to pay $75 per daily vehicle trip as part of the City of Renton's Mitigation Payment System ($117,750 for 1,570 net new trips) towards system improvements that arc needed in the site vicinity. ~ Transportation Engineering NorthWest, LLC December 12, 2007 Page 1 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA INTRODUCTION Transportation Impact Study This study summarizes transportation impacts associated ,vith the proposed Harley Davidson development in Renton, WA. A project site vicinity map is shown in Figure 1. This study documents transportation impacts associated with this proposed action, including: >-Assessment of existing transportation conditions and operations through data collection efforts and field reconnaissance. >-Estimation of daily and p.m. peak vehicular project trip generation. >-Assignment of daily and p.m. peak hour project trips onto the existing roadway network. >-Evaluation oflevel of service (LOS) impacts during the p.m. peak hour at one (1) off-site study intersection and 2 site access intersections. >-Evaluation of site access, safety, and circulation issues. >-Assessment of public transportation services and nonmotorized facility impacts. >-Identification of mitigation measures to maintain acceptable levels of mobility and safety based upon City of Renton and Washington State Department of Transportation (WSDOT) standards and guidelines. Project Description The proposed Harley Davidson development would consist of up to 60,500 square feet in gross floor area of new car sales to include a service center and retail area at 3701 East Valley Road in Renton, Washington. An existing 24,500 square foot building and motorcycle arena would be replaced by the Harley Davidson service area. Vehicular access would be provided via two existing site driveways to include an improved site driveway onto East Valley Road: Full build- out of the project is anticipated for the year 2009. A proposed site plan has been developed for the project and is shown in Figure 2. EXISTING CONDITIONS This section describes existing transportation system conditions in the study area. It includes an inventory of existing roadway conditions, traffic volumes, intersection levels of service, collision history, public transportation services, non-motorized transportation facilities, and planned roadway improvements. ~ T ransponation Engineering North West, LLC December 12, 2007 Page 2 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA S 180th St §; ! -" ~ ~ o Project Site i _.5\1,/_i I iLSt ~· u ~ !tl~~.St Transportation Impact Study S 176thSt • -. ----+--S::E:...:.:19:..:2::.:n:,:.dl.;::St:...__ S 196th St Transportation Engineering NonhWest, LLC S 204th St Figure 1 Project Site Vicinity ~ T ransponation Engineering NorthWest, LLC ______ SE 196th!St ____ _ g (Not to Seate) Harley Davidson Renton, WA Transpomrlon 11'1\pXr Study December 12, 2007 Page 3 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA , ':5<V <:Z O"'-VE .... 000 ,:.:,/, Fr,. ; ~ ,s ' 6' "' ' ," Source: Driscoll ArchilecCS, AUiUSl JI, 2007. Transportation Engineering NorthWest, LLC ' ., --•. ,-_,-=---·--~· ~---,_- E Valley Rd Figure 2 Proposed Site Plan ~ Transportation Engineering NorthWest, LLC Transportation Impact Study , (Not to Scale) Harley Davidson Renton, WA Transportation lmp.1et Study December 12, 2007 Page 4 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton. WA Roadway and Intersection Conditions Transportation Impact Study The following paragraphs describe existing arterial roadways that would be used as major routes for site access. Roadway characteristics are described in terms of number of lanes, posted speed limits and shoulder types and widths. SR 167 is classified by WSDOT as an urban principal arterial. In the vicinity of SW 41st Street, SR 167 consists of 4 general-purpose lanes and 2 high-occupancy vehicle lanes. Travel lanes are 11 to 12 feet. The speed limit is posted at 60 mph. East Valley Road is a four-lane prindpal arterial with a two-way, center left-turn lane. Curbs, gutters, and sidewalks are provided on both sides of the street. Travel lanes are 11 to 12 feet. The speed limit is posted at 35 mph. SW 41st Street adjacent to the project site is a 4-lane roadway with a two-way, center let-turn lane. Travel lanes are 11 to 12 feet with curbs, gutters, and sidewalks on both sides of the street. The posted speed limit is 35 mph. S 43"' Street/S 180'" Street is a prindpal arterial. The roadway consists of 4 travel lanes with a r.vo-way, center let-turn lane west of East Valley Road. Travel lanes are 11 to 12 feet with curbs, gutters, and sidewalks on both sides of the street. The speed limit is posted at 35 mph. Existing Northern Driveway is a two-lane roadway. The curb-to-curb pavement width at the site entrance is 31 feet. There is no posted speed limit sign but it is assumed to be 25 mph or less. Existing Southern Driveway is a four-lane roadway with a curb-to-curb pavement width of approximately 50 feet. Curbs, gutters, and sidewalks are provided on both sides of the street. There is no posted speed limit sign but it is assumed to be 25 mph or less. Figure 3 summarizes existing channelization and traffic control at the following 1 off-site study intersection and 2 site access intersections: 1. East Valley Road/ S 180'" Street/ S 43'd Street 2. East Valley Road / Southern Site Driveway 3. East Valley Road / Northern Site Driveway Existing Traffic Volumes Figure 4 highlights existing year 2007 p.m. peak period turning movements at study roadways and intersections. Average weekday daily traffic volumes (A W'DT) represent the number of vehicles traveling a roadway segment over a 24-hour period on an average weekday. Peak hour traffic volumes represent the highest hourly volume of vehicles passing through an intersection during a typical 4-6 p.m. peak period. All Traffic Data Gathering, Inc. conducted p.m. peak hour turning movement counts at the off-site study intersection, and Transportation Engineering Northwest, LLC (TENW) conducted p.m. peak hour turning movement counts at the two site access intersections in September 2007 (turning movement counts are provided in Appendix A). ~ Transportation Engineering North West, LLC December 12, 2007 Page 5 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton. WA :,:: >--" .. > :;: $W41sr~ - SW 7th Sc ------------ :;: "' .,, > <( ~ "' :51 ., > <( ., .. ~ ., .,. ~ Project 0 Site ~ @ o, .c, ) .:a I ___ f=+----., Transportation Impact Study ~ ~! "t-i u., "' y ., ~ > <( -5 "' --~.-=~-1,,.,h .. s, .. __ ) i ~! .. t- -4 ~ y --,,._ ~ SE 192nd'Sc S l 96thiSc SE t 96ch;s, Transportation Engineering NorthWest, LLC S 200th Sc S 204th Sc Figure 3 Existing Channelization and Traffic Control ~ Transportation Engineering North West, LLC Legend ):i Trafflc Signal ... Stop Sign g (Not to Scale) Harley Davidson Renton, WA Transportation Impact Study December 12, 2007 Page 6 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA Transportation Impact Study Historical traffic volumes provided by the City of Renton indicate an average growth rate of 3 percent per year between 2002 and 2006 in the project site vicinity. Therefore, all traffic counts not counted in the year 2007 were factored by 3 percent per year to estimate year 2007 existing conditions. Intersection Level of Service Level of service (LOS) serves as an indicator of the quality of traffic flow at an intersection or road segment. The LOS grading ranges from A to F, such that LOS A is assigned when minimal delays are present and low volumes are experienced. LOS F indicates long delays and/ or forced flow. Table 1 summarizes the delay range for each level of service at signalized and unsignalized intersections. The methods used to calculate the levels of service are described in the updated 2000 Highway Capacity Manual (Special Report 209, Transportation Research Board). The measure of effectiveness for signalized intersections is average control delay, defined as the total time vehicles are stopped at an intersection approach during a specified time period divided by the number of vehicles departing from the approach in the same time period. Table 1: Level of Service Criteria at Intersections Signalized Intersection Unsignalized Intersection Level of Service Delay Range (sec) Delay Range (sec) A s 10 s 10 B > 1 Oto s 20 >10tos15 C > 20 to< 35 > 15 to< 25 D > 35 to s 55 > 25 to s 35 E > 55 to s 80 > 35 to s 50 F 2 80 2 50 Source: "H1ghway ( .apaaty Manual', Spccml Report 209, I ransportat10n Research Board, 2(Xl0, Update. Level of service for signalized intersections is defined in terms of control delay, which ts a measure of driver discomfort, frustration, and increased travel time. The delay experienced by a motorist is made of up a number of factors that relate to traffic control, geometries, traffic demand, and incidents. LOS F at signalized intersections is often considered unacceptable to most drivers, but does not automatically imply that the intersection is over capacity. Jammed conditions could occur on one or all approaches, with periods of long delays and drivers waiting for multiple signal cycles to progress through the intersection. For unsignalized intersections, a level of service and estimate of average control delay is determined for each minor or controlled movement based upon a sequential analysis of gaps in the major traffic streams and conflicting traffic movements. In addition, given that unsignalized intersections create different driver expectations and congestion levels than signalized intersections, their delay criteria are lower. Control delay at unsignalized intersections include deceleration delay, queue move-up time, stopped delay in waiting for an adequate gap in flows through the intersection, and final acceleration delay. Intersection level of service were calculated using the methodology and procedures outlined in the 2000 Highway Capmity Manual, Special Report 209, Transportation Research Board (TRB), using the Sc1nchro6 software program. ~ T ransponation Engineering NonhWest, LLC December 1 2. 200 7 Page 7 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA ::c :,. -" " > 3: SW41>1SI ...... 23-" I t {' 365---+-JS 339 453 ,s--.. SW 7th St ----~-.. -------- 3: ~ ~ > < ~ " 'O jJ ~ 0 Project Site Transportation Impact Study -<.· I, 4<' ">' ~~ ---~-~~---,</,,, .. 518 3 f ..... o t \. ~ y-6 ") t {' 336 2 South Site Driveway/ E Valle Rd ~ "-. I 520 2 i th St .-o t \. ~ r' ") t r ·-56 314 6 n-... SE 192nd1St Sl96thSt SE 196th St Transportation Engineering NorthWest, LLC ____ S 200th St _ ,- S 204th St Legend AWDT AverJge Weekday Daily TrJffic Volumes xx-.. P.M. Peak Hour Volumes g {Not to Scale) Figure 4 2007 Existing Daily and P.M. Peak Hour Traffic Volumes Harley Davidson Renton, WA Transportation lml),l(r Study ~ Transportation Engineering NorthWest, LLC December 1 2, 2007 Page 8 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton. WA Transportation Impact Study Existing p.m. peak hour levels of service arc summarized in Table 2. The signalized study intersection of East Valley Road/SW 41st Street/SR 167 SB Ramps currently operates at LOSE during the p.m. peak hour. All stop-controlled movements at the site access intersections operate at LOS C or better under existing p.m. peak hour conditions. Detailed level of service surnrnary worksheets are provided in Appendix B. T able 2 2007 E . . P M P k I x1stma ea ntersect1on L eves o fS erv1ce Sianalized Intersections Control Tvoe LOS Averaoe Delav #1 -E Valley Rd/ S 41"St I SR 167 SB Ramps Sianalized E 67 Unsianalized Intersections Control T vn,, LOS Averaae Delav #2 -E Valley Rd / South Site Driveway EB B 14 WB C 17 NB Left A 9 SB Left A 8 #3 -E Valley Rd / North Site Driveway EB B 14 WB B 15 NB Left A 9 SB Le~ A 8 Note: Analysis based on Sy1,:hm 6, I rajf1c .\1gnaf Coordmalwn .\eftware results usmg ~[CM 2000 control delays (seconds) and LOS. Public Transportation Services King County-Metro transit routes 153, 155, 161, and 247 stop on S 43'd Street and S 180ili Street in the vicinity of East Valley Road. The transit stops are located approximately 1/2-mile south of the proposed site. King County-Metro offers dial-a-ride, rideshare, and ridematch services. Accessible transit services are also offered to citizens with disabilities. Bicycle racks are provided on the front of rnost King Couoty-Metro buses. Route 153 provides weekday service between Renton and Kent frorn 6:10 a.rn. until 6:35 p.rn. every half hour. Route 155 provides service Monday to Saturday between Southcenter and Renton. Weekday service is provided frorn 5:35 a.m. until 6:35 p.rn. Saturday service runs between 8:35 a.rn. and 6:30 p.m. Transit service stops average every hour. Route 161 provides peak morning and peak afternoon/ evening service on weekdays between Downtown Seattle, Tukwila, Kent and Renton. Weekday service to Downtown Seattle is provided frorn 5:50 a.rn. until 8:05 a.rn. every half hour. Weekday service from Downtown Seattle arrives at the transit stop on S 43'd Street/S Carr Road between 4:25 p.rn. and 6:35 p.rn. every half hour. Route 247 provides weekday service to Bellevue, Renton and Kent. Weekday service arrives in Renton from Bellevue at 6:01 a.rn., 7:01 a.rn., and 7:30 a.rn. and leaves Renton for Bellevue at 3:59 p.rn., 4:29 p.rn., and 5:29 p.rn. Nonmotorized Transportation Facilities Raised sidewalks are located on all property frontages of East Valley Road. also provided on SW 41st Street and S 43'' Street/ S 180'h Street. ~ Transportation Engineering North West, LLC Raised sidewalks are December 1 2, 2007 Page 9 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton. WA Planned Roadway Improvements Transportation Impact Study The City of Renton's 2007-2012 Transportation Improvement Program (l'IP) identified no ttansportation improvement projects that would be impacted by the proposed development. King County's 2007-2012 Capital Improvement Program (CIP) identified no ttansportation improvement projects that would be impacted by vehicular trips from the proposed development based upon King County's threshold for level of service analysis. WSDOT's A/enry Projed Llst identified no ttansportation improvement projects in the immediate project site vicinity that would be impacted by the proposed development. ~ Transportation Engineering NorthWest, LLC December 12. 2007 Page 1 O I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA TRANSPORTATION IMPACT ANALYSIS Transportation Impact Study The following section describes transportation impacts the proposed Harley Davidson development would have on the surrounding arterial network and critical intersections in the site vicinity. The discussion includes non-project related traffic forecasts, new trips generated by the proposed development, distribution and assignment of new project trips, impacts on roadways, levels of service at nearby significant intersections, site access, circulation, public transportation services, and nonmotorized facilities. Non-Project Traffic Forecasts For the purpose of this traffic analysis, year 2009 was selected as the build-out year based upon anticipated completion of the Harley Davidson development. As previously identified, historical traffic volumes in the project site vicinity indicate an average growth rate of 3 percent per year between 2002 and 2006 as provided by the City of Renton. In addition to the 3 percent average background growth rate, two pipeline development projects (Valley Medical Center Emergency Services Tower and Valley Center) were also added to existing traffic volumes to estimate 2009 baseline conditions without the proposed development. Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation, 7'' Edition, 2003, was used to estimate daily and p.m. peak hour traffic that would be generated by the proposed development. A veragc rate equations were used to estimate new trip generation for new car sales (!TE Land Use Code 841) and the removal of historical uses. The proposed Harley Davidson development is anticipated to generate a net total of 1,570 daily and 117 p.m. peak hour vehicular trips (43 entering and 74 exiting) at full build-out (see Table 3). T bl 3 N P a e et ro1ect T. G rip enerat,on ITE Land P.M. Peak Daily Trip Land Use Use Code' Size Enter Exit Total Generation New Car Sales 841 60,500 GFA 2 62 97 160 2,000 Less Historical Uses3 n!a 24,500 GFA -19 -24 -43 -430 Net New Project Trips 43 74 117 1,570 .. 1. :\\Tragc rate equat::tons m the [IE Tnp Genera/ton Afonual, 7th Editi.on, 2003. 2. Gr-A is Gross rloor Area. 3 Trip 1-,reneration of existing hisLoncal uses based on retail sales, ndership, ticker sales, and cafc patrons from Sept 2005 to May 2006. Trip Distribution and Assignment Based upon historical traffic volumes and patterns and the regional housing distribution within the area, peak hour traffic volumes generated by the proposed action would be distributed as follows (project trip distribution is shown in Figure 5 and project trip assignment in Figure 6): J.-45 percent northerly via SR 167 and East Valley Road. J.-25 percent southerly via SR 167 and East Valley Road J.-15 percent westerly via S 180m Street. J.-15 percent easterly via S 43'" Street. ~ Transponation Engineering NorthWest, LLC December 12, 2007 Page 11 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA ___ SW 7th Sc_---- :;, I "' ~-~i ~' <: ~, " t;:i " <"4' ! ::;I 6;$ 21st St ~ > <( -"' .. :c "El ~ 1 ~ .. Project ~ 0 :;, Site "" "Q °' S 180th Sc S 196ch,Sc S 200th St _ S 204th ~--- Figure 5 Transportation Engineering NorthWest, LLC Project Trip Distribution ~ Transportation Engineering NorthWest, LLC Transportation Impact Study SE 176th Sc SE 192nd Sc SE 196th Sc -, g (Not to Scale! Harley Davidson Renton, WA TransporUtion Impact Study December 12, 2007 Page 12 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA 41 t SW41stSt :i: >. -" .,. > :,: II~ \...~ t 24 SW 7th St ---------- ;:I "'' ~, I >i <1 I "" :,: ~, V, ::i! ~ > < -" ~ .,, :IJ ~ 8 Project Site S 196th St Transportation Impact Study ~ 9 I t ~ ... "' ~ t ~ 7Jf < 4 15 -5' "' 7 th St t ~ 1sJf ~ t «,. 26 4 -,:,j "' ~i SE 192ndiSt ~, ----~ SE I 96th'St , S 204th St --:--- Legend AWDT Average Weekday Daily Traffic Volumes xx--+ P.M. Peak Hour Volumes g (Nat to Scale) Figure 6 Harley Davidson Transportation Engineering NorthWest, LLC Daily and P.M. Peak Hour Project Generated Trip Assignment Renton, WA Transportation Imp.act Study ~ Transportation Engineering NorthWest, LLC December 1 2, 2007 Page 1 3 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA Traffic Volume Impacts Transportation Impact Study Figure 7 summarizes daily and p.m. peak hour traffic impacts on roadways and intersections in the project site vicinity. Daily traffic volumes on East Valley Road would increase by approximately 1,300 vehicles (approximate 12 percent increase) north of SW 41st Street and by approximately 1,000 vehicles (approximate 3 percent increase) north of S 43'd Street. Daily traffic volumes on all other roadways in the project site vicinity would increase by 200 to 500 vehicles per day. Traffic volume calculations are provided in Appendix C. Intersection Level of Service Impacts Intersection levels of service impacts during the p.m. peak hour were evaluated at study intersections assuming full completion of the Har!ry Davidson development in 2009 and are summarized in Table 4. The signalized study intersection of East Valley Road/SW 41st Street/SR 167 SB Ramps is anticipated to operate at LOS E with and without the proposed development in 2009. The two site access intersections onto East Valley Road are expected to operate at LOS C or better with and without the proposed development with minimal queuing impacts in 2009. Detailed level of service summary worksheets are provided in Appendix B, and traffic volume calculations worksheets are provided in Appendix C. T b 4 2009 P M P k I a le ea ntersect1on L I f S eve 0 erv1ce mpacts Without Without With With Control Project Project Project Project Sianalized Intersections Tvne LOS Delav LOS Delav #1 -E Valley Rd/ S 41"St / SR 167 SB Ramps Siqnafized E 74 E 73 Without Without With With Control Project Project Project Project U nsianalized Intersections Tvne LOS Delav LOS Delav #2 -E Valley Rd / South Site Driveway EB B 15 C 17 WB C 18 C 23 NB Left A 9 A 9 SB Left A 8 A 8 #3 -E Valley Rd/ North Site Driveway EB B 15 C 16 WB C 15 C 15 NB Left A 9 A 9 SB Left A 8 A 8 Note: Analysts based on .fynchm 6, I ralfi,· Signal (.(lflfriinalton jef/wafl! results usmg H(,M 2000 control delays (seconds) and T .OS. ~ Transportation Engineering NorthWest, LLC December 12, 2007 Page 14 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton. WA S 180th St SB 167Ramps/ d! ~ IS /2/J (l4) /327) (330),:g 24 286 319 ~ -+-146 (146) ) t t,,. r m rJ,,, SR 161 SB Ril .SW 41.;t SI _;I( ,,., 24 "i t r /387) 387 _. 37 360 SOI (J7) (384/ (501) /27) 27~ SW 7th St ~ u E ~ ~t Transportation Impact Study S" <::J' ~ 'ft._ 1 (1) ... (18) (ss91 (J) I 14 550 3 L.U ~0(0/ ) • \,. r6(6) w No,rll SJ/8 DrtvewaJ V, /17) 10 "i t r " > (OJO-.. l 356 2 <( (5) (J7 J) (2} 5 -0 South Site Drlve,o.ay/E VaUey Rd ~ 'ti:._ I (IJ (S59J 552 r,, t 2 • ..,._0(0) • \,. r3/JJ .Sou!/: Sile Dr1..away 140) 2sJ "i t r (J} I ...... 59 J3J 6 (/!9)75~ (85) (337) '" 5 a, 0 SE 192nd St --~------11----""-'-'-''-'--"'-- S 196thSt SE 196th!St -------·-------·-+--··· Transportation Engineering NorthWest, LLC __ -~ ____ S 200th St \ AWDT Average Weekday Dally Volumes without and (with! prOle<t xx _.. P.M. Pe.ik Volumes without Proje<t g (:a)-.. P.M. Peak Vo/umei wit/I Pro/eer Figure 7 2009 Daily and P.M. Peak Hour Traffic Volume Impacts (Not to Scale) Harley Davidson Renton, WA Transportation Impact Study ~ Transportation Engineering NorthWest, LLC December 12, 2007 Page 15 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA Site Access, Safety, and Circulation Issues Transportation Impact Study Vehicular access would be provided via two existing site driveways onto East Valley Road. Internal circulation remains adequate with proper two-way circulation within the site, providing adequate access for both private and emergency vehicles. Additionally, the applicant would be required to fully fund and construct the necessary site driveways and associated frontage improvements onto East Valley Road. Driveway Operations A level of service analysis was conducted at the site access intersections during the p.m. peak hour with the project in 2009 (results also shown previously in Table 6). Entering and exiting movements at the project site driveway intersections onto East Valley Road are anticipated to operate at LOS C or better with 95'h percentile queue lengths estimated at 25 feet (1 vehicle) or less under future conditions in 2009 with the proposed development during the p.m. peak hour. Therefore, the site access intersections are anticipated to operate at an acceptable level of service with minimal queuing impacts. Sight Distance The American Association of State and Highway Transportation Officials (AASHTO) was used to determine sight distance requirements at the project site driveways onto East Valley Road. AASHTO requires 360 feet of stopping sight distance and 500 feet of entering sight distance for a 45 mph design speed (10 mph over 35 mph posted speed limit) onto East Valley Road. Field- measured sight distances to the north and south of both site driveways are estimated to greater than 500 feet onto East Valley Road, therefore, exceeding ASSHTO requirements. Public Transportation Impacts The nearest transit stop is located approximately '12-mile to the south of the site on S 43'<l Street/ S 180"' Street serving King County-Metro transit routes 153, 155, 161, and 247 with service to downtown Seattle, Kent, Southcenter, Tukwila, and Bellevue. Transit users would be able to find accessible routes for their transit needs via transit routes serving S 43'd Street/ S 180'h Street. No additional transit improvements are anticipated as part of this project. Nonmotorized Transportation Impacts Raised sidewalks are currently located on all property frontages of the proposed development on East Valley Road. No additional non-motorized transportation improvements are expected as part of the project. ~ Transportation Engineering NorthWest, LLC December 12, 2007 Page 16 I I I I I I I I I I I I I I I I I I I Harley Davidson Renton, WA PROJECT MITIGATION MEASURES Transportation Impact Study A review of impacts to roadways, intersection levels of service, site access, safety, and circulation issues, public transportation services, and nonmotorized transportation facilities was conducted in association with the proposed development. The following paragraphs outline recommended mitigation measures to reduce or eliminate project impacts as a result of the proposed Harley Davidson development. Site Access The applicant would be required to fully fund and construct the necessary site driveways and associated frontage improvements onto East Valley Road. Mitigation Payment Fees The applicant will be subject to City of Renton's 1'vlitigation Payment System, which will be reasonably related to the development's proportionate share of the cost of transportation improvement projects in the area. This fee is established at $75 per daily vehicle trip, totaling approximately $117,750 for a net total of 1,570 daily project trips. A development may qualify for reduction of the $7 5 per vehicle trip mitigation fee through certain credits for development incentives, construction of needed transportation improvements (arterial, HOV, transit), through public/private partnerships, and transportation demand management programs. ~ T ransponation Engineering NorthWest, LLC December 12, 2007 Page 1 7 I I I I I Appendix A I Traffic Counts I I I I I I I I I I I I I ~ Transportation Engineering NorthWest, LLC I I I I I I I I I I I I I I I I I I I I All Traffic Data ____ _.,,.:,10110 Mar1< Skaggs (206) 251--0300 SW41stSt East Valley Rd & SR 167 SB Ramps 4:45 PM to 5:45 PM Thursday, September 06, 2007 "tl ll: ~ ::::: ~ B G -II) ill I 23 l21ol301I jt .. ~ ~ EJ + V jt ... £ - 23 " s B - 365 + - 25 ~ - ~ .. " I 35 133914531 B B ~ ~ ::::: ~ -II) ill Approach PHF HV% Volume EB 0.77 3.4% 413 WB 0.92 6.8% 485 NB 0.92 3.3% 827 SB 0.89 1.7% 594 Intersection 0.95 3.6% 2,319 Count Period: 4:00 PM to 6:00 PM - 14 -EJ 138 -333 - B SR 167 SB Ramps I I I I I I I I I I I I I I I I I I I Total Vehicle Summary Mark Skaggs (206) 251--0300 East Valley Rd & SR 167 SB Ramps Thursday, September 06, 2007 4:00 PM to 6:00 PM 15-Minute Interval Summary 4·00 PM to 6·00 PM Interval Northbound Start East Vallev Rd Time L T R 4·00 PM 17 82 85 4:15PM 11 86 86 4.30 PM 19 102 91 4·45 PM 10 94 99 500 PM 8 64 105 5.15PM 12 89 123 530 p;:;, 5 92 1_26 5:45 PM 10 83 99 Total Survey 92 692 814 Peak Hour Summary 4:45 PM to 5:45 PM By Northbound East Vallev Rd Approacll le Out I Total I Vciume 827 ' 628 1,455 I %HV 3.3% PHF 0.92 By Northbound East Vallev Rd HV 16 9 12 8 6 6 7 10 74 HV 27 Movement L I T I R !Total Volume 35 I 339 I 453 1827 PHF 0.73 I 0.90 0.90 I0.92 Rolling Hour Summary 4·00PM to 6·00PM Interval Northbound Start East Vallev Rd ~me L I T R HV 4:00 PM 57 I 364 361 45 _4:15PM 48 I 346 381 35 4:30 PM 49 349 418 32 4:45 PM 35 339-· 453 27 5:00 PM 35 328 453 29 Southbound East Vallev Rd L T R HV L T 63 78 5 7 3 60 ' 59 7 8 4 57 78 2 ,-4 D 57 2 3 7 90 68 8 1 7 52 74 --. 2 5 86 71 7 4 -, 66 66 I 2 3 10 547 551 39 32 44 Southbound East Valley Rd le I Out I Total I HV le I 594 I 376 I 970 I 10 413 I 1 7% 0.89 Southbound Ea_s_t Vallev Rd L T I R ITotal L 301 270 I 23 1594 23 I 0 84 i os1··1 072 1089 0 82 i Southbound East Vallev Rd L T R HV L 253 :p_2 16 I 22 18 280 262 19 16 22 272 277 18 10 23 301 270 23 10 23 2M 279 23 10 26 , m ' 00 ~ a le 594 Oct 376 > LL 23 270 301 I~ l+J ,I. l+; _HV 68% ~HF092 Out 196 In 413 ~?{1 ·~"II!::: 485 In 1,119 Out Eastbound S~41stSt T R HV 94 B 6 86 3 4 88 __ 12 3 70 -a 5 122 5 1 94 1 6 79 11 2 54 9 1 687 57 28 Eastbound SW41s1SI Out I Total I HV 196 I 609 14 3.4% 0.77 Eastbound SW41st St T I R ITotal 365 I 25 1413 D 75 I 0.57 I0.77 Eastbound sw~.t~$t T ' R HV 338 31 18 366 28 13 374 26 15 365 25 14 349 26 10 HV PHF "• , .... t 35 339 Oct 628 ~ ~ ~ Mm 453 ,.; c:i le >" I I 827 1 Peak Hour Summary 4:45 PM to 5:45 PM Westbound SR 167 SB Ram s Interval L T R HV Total 84 43 4 9 566 138 25 7 8 572 87 33 5 6 578 87 27 5 • 11 539 --96 32 3 10 608 75 53 4 7 588 75 26 2 5 584 81 26 B 7 514 723 ' 265 38 63 4,549 Westbound SR 167 SB R_ames Total In I Out Totarr -HV 485 I 1119 1,604 I 33 2,319 6.8% --3_s·%- -o.92 0 95 Westbound SR 167 SB Ramps Total L I T I R ITotal-- 333 I 138 I 14 !485 ?,_3.)_9 ___ 0.87 I 0.65 I o 10 ·o.92 0 95 Westbound SR 167 SB Ram, s Interval L T R HV Total 396 128 21 34 --~.25?_ 408 117 20 35 2,297 345 145 17 34 2,313 333 138 14 33 2,319 327 137 17 29 2294 ------------------- TABULAR SUMMARY OF TURNING MOVEMENT COUNTS Name: JGT Date: 911212007 City: Renton Project Name: Harley Davidson Project#: Intersection of: EVallev Rd and North Site Dr Street: E Valley: Rd E Valley: Rd North Site Dr North Site Dr Total Hour All Total Time North Bound South Bound East Bound West Bound Begins L T R L T R L T R L T R 16:00 0 1 1 3 3 4 1 13 13 16:15 1 3 1 1 6 19 16:30 1 1 3 4 3 2 1 15 34 16:45 1 4 1 2 8 42 17:00 1 2 2 2 7 36 17:15 1 1 1 4 7 37 17:30 5 1 4 10 32 17:45 2 3 3 2 1 11 35 PM Peak Hour I 1 I 0 I 2 I 3 0 13 I 9 I 0 I 7 11 6 I 0 I 1 I 77 42 Truck Total Truck Total Truck Total Truck Total 0 6 1 28 2 35 0 8 0% 4% 6% 0% Peak Hour Factor = . 42 = I 0.101 15 ------------------- TABULAR SUMMARY OF TURNING MOVEMENT COUNTS Name: JGT Date: 9112/2007 City: Renton Project Name: Harley Davidson Project#: Intersection of: E Vallev Rd and South Site Dr Street: E Vallex Rd E Vallex Rd South Site Dr South Site Dr Total Hour All Total Time North Bound South Bound East Bound West Bound Begins L T R L T R L T R L T R 16:00 14 0 0 5 7 10 1 0 0 37 37 16:15 17 4 0 6 3 11 3 0 0 44 81 16:30 14 4 0 2 6 9 1 1 0 37 118 16:45 10 1 0 5 3 7 0 0 0 26 144 17:00 16 1 0 4 6 15 42 149 17:15 13 1 0 3 7 22 46 151 17:30 .15 3 .0 1 5 11 1 36 150 17:45 12 1 2 1 6 1 23 2 1 49 173 PM Peak Hour I ss I 0 I 6 11 2 I 0 I 9 I 24 I 1 I 11 11 3 I 0 I 1 I 317 173 Truck Total Truck Total Truck Total Truck Total 2 126 2 29 14 152 0 10 2% 7% 9% 0% Peak Hour Factor = 173 = I o.ssl 49 I I I I I I I I I I I I I I I I I I I Appendix B Level of Service Calculations at Study Intersections ~ Transportation Engineering NorthWest, LLC I I I I I I I I I I I I I I I I I I I Queues 1: SW 41st St & East Valle;i: Rd. S ,> -+ ,. f -.... t ~ CaneGooue . y \" ,'(,· /l"i:BL: ,<EBT sE88 JlWt· 'WBT N'Bl;·. ,li!EJ:l' i ,,~lft Lane Group Flow (vph) 30 474 32 181 346 38 368 492 vie Ratio 0.07 1.16 0.08 0.72 0.67 0.27 0.82 0.66 Control Delay 41.5 141.2 17.8 69.0 58.6 62.9 63.5 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.5 141.2 17.8 69.0 58.6 62.9 63.5 9.8 Queue Length 50th {ft) 21 -490 4 168 158 32 306 20 Queue Length 95th (ft) 42 #550 25 242 198 69 #461 130 Internal Link Dist {ft) 1345 341 1058 Turn Bay Length (ft) 180 300 150 Base Capacity {vph) 402 409 380 387 790 151 449 741 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 1.16 0.08 0.47 0.44 0.25 0.82 0.66 " "'~! -Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Harley Davidson 5:00 pm 9/6/2007 2007 Existing PM Transportation Engineering Northwest '. .'$8/... 338 0.74 57.4 0.0 57.4 271 #480 150 455 0 0 0 0.74 12/12/2007 + asT • ;-'~, . :1 329 0.22 24.4 0.0 24.4 92 140 510 1529 0 0 0 0.22 Synchro 6 Report Page 1 I I HCM Signalized Intersection Capacity Analysis 1 • SW 41 st St & East Valley Rd. S 12/12/2007 -" " f -..... ..., t !' '. + .-' -I ~t-·., .• . ;_-,:.~~~:;_~J~-t~~i~·-et.rt, ··.·ESB :;wa1:" ;M111· Mmir ,. ·· Ntatt · 111ST . '. t,l~i(Sflt, ·,$!rf . >SBR :%' ~,·.-.·, Lane Configurations "i t .,, 1'i 4'f. 1'i t .,, "i tf. I Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 12 12 11 11 12 11 11 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.95 I Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Said. Flow (prot) 1752 1783 1568 1535 3129 1694 1783 1568 1711 3381 I Flt Permitted 0.95 1.00 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Said. Flow (eerm) 1752 1783 1568 1535 3129 1694 1783 1568 1711 3381 Volume (vph) 23 365 25 333 138 14 35 339 453 301 270 23 I Peak-hour factor, PHF 0.77 0.77 0.77 0.92 0.92 0.92 0.92 0.92 0.92 0.89 0.89 0.89 Adj. Flow (vph) 30 474 32 362 150 15 38 368 492 338 303 26 RTOR Reduction (vph) 0 0 20 0 3 0 0 0 346 0 4 0 Lane Group Flow (vph) 30 474 12 181 343 0 38 368 146 338 325 0 I Hea~ Vehicles(%) 3% 3% 3% 7% 7% 7% 3% 3% 3% 2% 2% 2% Turn Type Split Prat Split Prat Perm Prat Protected Phases 1 1 1 2 2 3 8 7 4 I Permitted Phases 8 Actuated Green, G (s) 29.0 29.0 29.0 20.1 20.1 8.8 33.0 33.0 34.9 59.1 Effective Green, g (s) 31.0 31.0 31.0 22.1 22.1 9.8 34.0 34.0 35.9 60.1 I Actuated g/C Ratio 0.23 0.23 0.23 0.16 0.16 0.07 0.25 0.25 0.27 0.45 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 402 409 360 251 512 123 449 395 455 1505 I vis Ratio Prot 0.02 c0.27 0.01 c0.12 0.11 0.02 c0.21 c0.20 0.10 v/s Ratio Perm 0.09 vie Ratio 0.07 1.16 0.03 0.72 0.67 0.31 0.82 0.37 0.74 0.22 I Uniform Delay, d1 40.8 52.0 40.4 53.5 53.0 59.4 47.6 41.6 45.3 23.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0. 1 95.5 0.1 10.4 3.8 2.0 15.3 2.6 6.9 0.3 I Delay (s) 40.9 147.5 40.4 63.9 56.8 61.3 62.9 44.3 52.2 23.3 Level of Service D F D E E E E D D C Approach Delay ( s) 135.2 59.2 52.6 37.9 Approach LOS F E D D I 67.1 HCM Level of Service I 0.86 135.0 Sum of lost time (s) 12.0 76.4% ICU Level of Service D 15 I I I Harley Davidson 5 00 pm 9/6/2007 2007 Existing PM Synchro 6 Report Transportation Engineering Northwest Page 2 I I I I I I I I I I I I I I I I I I I I Queues 1: SW 41st St & East Valley Rd. S 12/12/2007 -+ -t ~~p ... :":rt~~~;ill¥,'.EB'f;.?,D8'• W8L 'Milz 111.Bl::i;;,511\~"lfB~ --•~Set· .·SBT ·J Lane Group Flow (vph) 31 503 35 202 376 40 391 545 358 348 vie Ratio 0.08 1.23 0.09 0.74 0.67 0.29 0.87 0.74 0.83 0.23 Control Delay 41.6 166.6 19.3 68.2 57.0 63.2 69.0 15.1 65.6 25.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.6 166.6 19.3 68.2 57.0 63.2 69.0 15.1 65.6 25.9 Queue Length 50th (ft) 22 -543 6 186 170 33 330 62 297 100 Queue Length 95th (ft) 42 #599 27 263 210 73 #507 212 #551 152 Internal Link Dist (ft) 1345 341 1058 510 Turn Bay Length (ft) 180 300 150 150 Base Capacity (vph) 402 409 380 387 790 151 449 736 431 1482 Starvation Cap Reductn O O O O O O O O O 0 Spillback Cap Reductn O O O O O O O O O 0 Storage Cap Reductn O O O O O O O O O 0 Reduced vie Ratio 0.08 1.23 0.09 0.52 0.48 0.26 0.87 0.74 0.83 0.23 lrffflf!iJfflffmm~111~11;111~,-~~--~,•~ -Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Harley Davidson 5:00 pm 9/6/2007 2009 Without Project PM Transportation Engineering Northwest Synchro 6 Report Page 1 I I HCM Signalized Intersection Capacity Analysis 1 • SW 41 st St & East Valley Rd. S 12/12/2007 .,> .. • -' ~ t ~ \. + ~ -I Mtivement .,,6:!i1t; EBT esa . wal.'tW§J\· WBl!t' ,,,,s,!Jll. 'cNB'T · •ill~-· •Slit' , S81 · SB~ ,, "' -s ' ' ' • • •• • ··-tt, . "&-"' . .. . ',• Lane Configurations 1i t T' 1i .ff+ 1i t T' 1i tt+ I Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 12 12 11 11 12 11 11 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.95 I Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 1783 1568 1535 3128 1694 1783 1568 1711 3381 I Flt Permitted 0.95 1.00 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (eerm) 1752 1783 1568 1535 3128 1694 1783 1568 1711 3381 Volume (vph) 24 387 27 371 146 15 37 360 501 319 286 24 I Peak-hour factor, PHF 0.77 0.77 0.77 0.92 0.92 0.92 0.92 0.92 0.92 0.89 0.89 0.89 Adj. Flow (vph) 31 503 35 403 159 16 40 391 545 358 321 27 RTOR Reduction (vph) 0 0 20 0 2 0 0 0 341 0 4 0 Lane Group Flow (vph) 31 503 15 202 374 0 40 391 204 358 344 0 I Hea:::x Vehicles(%) 3% 3% 3% 7% 7% 7% 3% 3% 3% 2% 2% 2% Turn Type Split Prat Split Prat Perm Prat Protected Phases 1 1 1 2 2 3 8 7 4 I Permitted Phases 8 Actuated Green, G ( s) 29.0 29.0 29.0 22.0 22.0 8.8 33.0 33.0 33.0 57.2 Effective Green, g (s) 31.0 31.0 31.0 24.0 24.0 9.8 34.0 34.0 34.0 58.2 I Actuated giC Ratio 0.23 0.23 0.23 0.18 0.18 0.07 0.25 0.25 0.25 0.43 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 402 409 360 273 556 123 449 395 431 1458 I vis Ratio Prat 0.02 c0.28 0.01 c0.13 0.12 0.02 c0.22 c0.21 0.10 vis Ratio Perm 0.13 vie Ratio 0.08 1.23 0.04 0.74 0.67 0.33 0.87 0.52 0.83 0.24 I Uniform Delay, d1 40.8 52.0 40.4 52.5 51.8 59.5 48.4 43.4 47.8 24.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 123.2 0.1 10.7 3.5 2.1 20.1 4.8 13.3 0.4 I Delay (s) 40.9 175.2 40.5 63.2 55.3 61.6 68.5 48.2 61.1 24.7 Level of Service D F D E E E E D E C Approach Delay ( s) 159.6 58.1 56.9 43.1 Approach LOS F E E D I HCM Average Control Delay 74.3 HCM Level of Service E I HCM Volume to Capacity ratio 0.92 Actuated Cycle Length (s) 135.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period (min) 15 I C Critical Lane Group I I Harley Davidson 5•00 pm 9i6/2007 2009 Without Project PM Synchro 6 Report Transportation Engineering Northwest Page 2 I I I I I I I I I I I I I I I I I I I I Queues 1: SW 41 st St & East Valley Rd. S Lane Group Flow (vph) 31 v/c Ratio 0.08 Control Delay 41.6 Queue Delay 0.0 Total Delay 41.6 Queue Length 50th (ft) 22 Queue Length 95th (ft) 42 Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio f 180 402 0 0 0 0.08 -··"EPT:: 503 1.23 166.6 0.0 166.6 -543 #599 1345 409 0 0 0 1.23 EBR'WBL 35 202 0.09 0.74 19.3 68.0 0.0 0.0 19.3 68.0 6 186 27 263 300 380 387 0 0 0 0 0 0 0.09 0.52 -wa;r 383 0.69 57.3 0.0 57.3 173 213 341 789 0 0 0 0.49 -Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. -·NB!,;• 40 0.29 63.2 0.0 63.2 33 73 150 151 0 0 0 0.26 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Harley Davidson 5:00 pm 9/6/2007 2009 With Project PM Transportation Engineering Northwest t /" :Nat -NBR 309 545 0.69 0.74 54.8 15.3 0.0 0.0 54.8 15.3 247 64 354 215 1058 449 735 0 0 0 0 0 0 0.69 0.74 \. Set. 371 0.86 68.9 0.0 68.9 311 #577 150 431 0 0 0 0.86 12/12/2007 + ,SBT 394 0.27 26.4 0.0 26.4 116 173 510 1483 0 0 0 0.27 Synchro 6 Report Page 1 I HCM Signalized Intersection Capacity Analysis I 1: SW 41 st St & East Valley Rd. S 12/12/2007 .,.> " ., --\.. ~ t !' \. + ..' -I Mcwem$lt H E§L· EBT EBR WBL WBT WBFJ\,;:NBL · NBT NBR SBL SBT SBR Lane Configurations 1'j t .,, 11 4'l> 11 t .,, 1'j tl> I Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 12 12 11 11 12 11 11 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.95 I Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 1783 1568 1535 3121 1694 1783 1568 1711 3386 I Flt Permitted 0.95 1.00 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Said. Flow (eerm) 1752 1783 1568 1535 3121 1694 1783 1568 1711 3386 Volume (vph) 24 387 27 371 146 21 37 284 501 330 327 24 Peak-hour factor, PHF 0.77 0.77 0.77 0.92 0.92 0.92 0.92 0.92 0.92 0.89 0.89 0.89 I Adj. Flow (vph) 31 503 35 403 159 23 40 309 545 371 367 27 RTOR Reduction (vph) 0 0 20 o 3 0 0 0 340 o 3 0 Lane Group Flow (vph) 31 503 15 202 380 o 40 309 205 371 391 o I HeaYi'. Vehicles(%) 3% 3% 3% 7% 7% 7% 3% 3% 3% 2% 2% 2% Turn Type Split Prot Split Prat Perm Prot Protected Phases 1 1 1 2 2 3 8 7 4 I Permitted Phases 8 Actuated Green, G (s) 29.0 29.0 29.0 22.0 22.0 8.8 33.0 33.0 33.0 57.2 Effective Green, g (s) 31.0 31.0 31.0 24.0 24.0 9.8 34.0 34.0 34.0 58.2 I Actuated g/C Ratio 0.23 0.23 0.23 0.18 0.18 0.07 0.25 0.25 0.25 0.43 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 402 409 360 273 555 123 449 395 431 1460 I vis Ratio Prot 0.02 c0.28 0.01 c0.13 0.12 0.02 c0.17 c0.22 0.12 vis Ratio Perm 0.13 v/c Ratio 0.08 1.23 0.04 0.74 0.68 0.33 0.69 0.52 0.86 0.27 I Uniform Delay, d1 40.8 52.0 40.4 52.5 52.0 59.5 45.7 43.5 48.2 24.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 123.2 0.1 10.7 3.8 2.1 8.4 4.8 16.4 0.4 I Delay (s) 40.9 175.2 40.5 63.2 55.7 61.6 54.1 48.3 64.7 25.1 Level of Service D F D E E E D D E C Approach Delay ( s) 159.6 58.3 50.9 44.3 Approach LOS F E D D I HCM Average Control Delay 72.6 HCM Level of Service E HCM Volume to Capacity ratio 0.88 I Actuated Cycle Length (s) 135.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 79.7% ICU Level of Service D Analysis Period (min) 15 I C Critical Lane Group I I Harley Davidson 5:00 pm 9/6/2007 2009 With Project PM Synchro 6 Report Transportation Engineering Northwest Page 2 I I I I I I I I I I I I I I I I I I I I HCS2000: J~sigr:alized Intersectio~s ~~lease ~.lf ~~~~~~~~--~~_TWO-WAY S?OP CONTROL SuMMARY~~~~~~~~~ Analyst: JGT Agency /Co. : TENW Date Performed: 09/17/2007 Analysis Time Period: PM Peak :ntersection: #2 -E Valley Rd/South Site Dr Jurisdiction: City of Renton Units: U. S. Customary Analysis Year: 2007 Existing Project ID: Harley Davidson East/West Street: South Site Driveway North/South Street: E Valley Rd Intersection Orientation: NS Study period (hrs): 0.25 Major Street: Volumes and Adjustments Northbound ~~~~~-c-~~~~~~~ ~~~~~~~~~~~-Vehicle Approach Southbound Movement 1 2 3 Volume Peak-Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type/Storage RT Channelized? Lanes Configuratior. Upstream Sigr:al? Minor Street: Approach Movement Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) L 56 0.90 62 2 TWLTL 1 L T R 314 0.90 348 1 No 0 TR 6 0.90 6 Westbound 7 8 9 L ~ R 3 0 1 0.90 0.90 0.90 3 0 1 2 2 2 0 Flared Approach: Exists?/Storage No Lanes O 1 0 Configuration LTR Delay, Queue Length, and Level Approach NB SB Westbound Movement 1 4 7 8 Lane Config L L LTR V (vph) 62 2 4 C (m) (vph) 988 1205 301 vie 0.06 0.00 0.01 95it queue length 0.20 0.00 0.04 Control Delay 8.9 8.0 17 .1 LOS A A C Approach Delay 17 .1 Approach LOS C 4 5 6 L T R 2 520 9 0.90 0.90 0.90 2 577 10 2 I 1 1 1 0 L TR No Eastbound 10 11 12 L T R 24 '-71 0.90 0.90 0.90 26 1 78 2 2 2 0 I I 0 1 1 LT R of Service Eastbound 9 10 11 12 LT R 27 78 321 513 0.08 0.15 0.27 0.53 17.2 13.3 C B 14.3 B I I I I I I I I I I I I I I I I I I I HCS?OOO: Unsignalized Intersections Release TWO-WAY STOP CONTROL Aralyst: Agency /Co. : TENW Date Performed: 09/17/2007 Analysis Time Period: PM Peak Intersection: #2 -~ Valley Rd/South Jurisdiction: City of Rer.ton Units: U. S. Customary Analysis Year: 2009 Without Project Project ID: Harley Davidson East/West Street: South Site Dr North/South Street: E Valley Rd Intersection Orientation: NS 4. lf SuMMARY Site Dr Study period (hrs): 0.25 Vehicle Volumes and Adjustments ____________ ~ ------------Maj :::>r Street: Approach Northbound Movement 1 2 3 Volume Peak-Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type/Storage RT Channelized? Lanes Configuration Upstream Signal? L 59 0. 90 65 2 TWLTL 1 L T 333 0.90 370 l No 0 TR Minor Street: Approach Movement Westbound 7 L Volume 3 0.90 3 2 Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage 0 Lanes Configuration Queue 8 T 0 0.90 0 2 0 1 LTR 0 R 6 0.90 6 9 R 1 0.90 1 2 No Southbound 4 5 6 L T R 2 552 10 0.90 0.90 0.90 2 613 11 2 I 1 1 1 0 L TR No Eastbound 10 11 12 L T R 25 1 75 0.90 0.90 0.90 27 1 83 2 2 2 0 I I 0 1 1 LT R Service Delay, Length, and Level of Westbound ----------Approach NB Movement 1 Lane Config L V (vph) 65 C(m) (vph) 957 v/c 0.07 95% queue length 0.22 Control Delay 9.0 LOS A Approach Delay Approach LOS SB 4 L 2 1182 0.00 0.01 8. 1 A 7 8 9 LTR 4 276 0.01 0.04 18.2 C 18.2 C Eastbound 10 11 LT 28 302 0.09 0.30 18.1 C 14.9 B 12 R 83 489 0 .17 0.61 13.9 B I I I I I I I I I I I I I I I I I I I HCS200D: Unsignalized Intersec:i.o:1s Release 4. lf TWO-WAY STOP CONTROL SUMMAR·; Analys:: JGT Agency /Co. : TENW Date Performed: 09/l 7 /2007 Analysis Time Period: PM Peak Intersection: #2 -E Valley Rd/South Site Dr Jurisdiction: City of Renton Units: U. S. Customary Analysis Year: 2009 With Project Project ID: Harley Davidson East/West Street: South Site Driveway North/South Street: E Valley Rd Intersection Orientation: NS Study period (hrs) : 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 85 337 6 2 559 19 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 94 374 6 2 621 21 Percent Heavy Vehicles 2 2 Median Type/Storage TWLTL I L RT Channelized? Lanes 1 1 0 1 1 0 Configuration L TR L TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 3 0 1 40 1 119 Peak Hour Factor, PHF 0.90 0. 90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 3 0 l 44 1 132 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade I% I 0 0 Flared Approach: Exists?/Storage No I Lanes 0 1 0 0 1 1 Configuration LTR LT R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 Lane Config L L LTR LT V (vph) 94 2 4 45 C (m) (vph) 943 1178 209 278 vie 0.10 0.00 0.02 0.16 95% queue length 0.33 0.01 0.06 0. 57 Control Delay 9.2 8.1 22.6 20.4 LOS A A C C Approach Delay 22 .6 16.6 Approach LOS C C I 12 R 132 480 0.28 1.11 15.3 C I I I I I I I I I I I I I I I I I I I HCS2000: U~signa:ized Intersecticns Release 4.lf __________ '!'WO-WAY STOP CON~ROL SUMMARY Analyst: Agency /Co. : Date Performed: TENW 09/17/2007 Analysis Time Period: PM Peak Intersection; #3 -E Valley Rd/North Site Dr Jurisdiction: City of Renton Units: U. S. Customary Analysis Year: 2007 Existing Project ID: Harley Davidson East/West Street: North Site Dr North/South Street: E Valley Rd Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 1 336 2 3 518 13 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 1 373 2 3 575 14 Percent Heavy Vehicles 2 2 Median Type/Storage TWLTL I 1 RT Channelized? Lanes 1 1 0 1 1 0 Configuration L TR L TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 6 0 1 9 0 7 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0. 90 Hourly Flow Rate, HFR 6 0 1 10 0 7 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade I% I 0 0 Flared Approach: Exists?/Storage No I No Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 Lane Config L L LTR LTR V (vph) 1 3 7 17 C{m) (vph) 986 1183 37 9 409 v/c 0.00 0.00 0.02 0.04 95% queue length 0.00 0.01 0.06 0.13 Control Delay 8. 7 8 .1 14.7 14.2 LOS A A B B Approach Delay 14.7 14.2 Approach LOS B B I 12 I I I I I I I I I I I I I I I I I I I HCS2000: Unsig~a]ized Intcrsectio~s Re:ease 4.lf ~~~~_TWO-WAY STOP CONTROL SUM~ARY~~~~~~~~~~~~~ Analyst: Agency /Co. : Date Performed: TENW 09/17/2007 Analysis Time Period: PM Peak Intersection: #3 -E Valley Rd/North Site Dr Jurisdiction: City of Renton Units: U. S. Customary Analysis Year: 2009 Without Project Project ID: Harley Davidson East/West Street: North Site Dr North/South Street: E Valley Rd Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 1 356 2 3 550 14 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 1 395 2 3 611 15 Percent Heavy Vehicles 2 2 Median Type/Storage TWLTL I 1 RT Channelized? Lanes 1 1 0 1 1 0 Configuration L TR L TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 6 0 1 10 0 7 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 6 0 1 11 0 7 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade I% I 0 0 Flared Approach: Exists?/Storage No I No Lanes 0 1 0 0 l 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 Lane Config L L LTR LTR V (vph) 1 3 7 18 C (m) (vph) 956 1162 360 385 vie 0.00 0.00 0.02 0.05 95% queue length 0.00 0.01 0.06 0.15 Control Delay 8.8 8.1 15.2 14.8 LOS A A C B Approach Delay 15.2 14. 8 Approach LOS C B I 12 I I I I I I I I I I I I I I I I I I I HCS2000: 0nsignal1zed Intersec:ions Release 4.lf _____ TWO-WAY STOP CONTROL SUMMAi'.Y A~alyst: Agency /Co. : Date Performed: JGT c'ENW 09/17/2007 Analysis Time Period: PM Peak Intersection: #3 -E Valley Rd/North Site Dr Jurisdiction: City of Renton Units: U. S. Customary Analysis Year: 2009 With Project Project ID: Harley Davidson East/West Street: North Site Dr North/South Street: E Valley Rd Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 5 371 2 3 559 18 Peak-Hour Factor, PHF 0.90 0.90 0.90 0. 90 0.90 0.90 Hourly Flow Rate, HFR 5 412 2 3 621 20 Percent Heavy Vehicles 2 2 Median Type/Storage TWLTL I 1 RT Channelized? Lanes 1 1 0 1 1 0 Configuration L TR ~ TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 II 12 L T R L T R Volume 6 0 1 17 0 14 Peak Hour Factor, PHF 0. 90 0.90 0.90 0.90 0. 90 0.90 Hourly Flow Rate, HFR 6 0 1 18 0 15 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade I% I 0 0 Flared Approach: Exists?/Storage No I No Lanes 0 I 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 II Lane Config L L LTR LTR V (vph) 5 3 7 33 C(m) (vph) 943 1145 342 383 v/c 0.01 0.00 0.02 0.09 95% queue length 0.02 0. 01 0.06 0.28 Control Delay 8.8 8.2 15.7 15.3 LOS A A C C Approach Delay 15,7 15.3 Approach LOS C C I 12 I I I I I I I I I I I I I I I I I I I Appendix C 2009 Future Traffic Volume Forecasts ~ Transportation Engineering NorthWest, LLC -------- Harley Davidson -Renton, WA 2009 Future PM Peak Hour Turning Movement Forecasts TM INFO 2007 Existing TOTAL PIPELINE c-tDll1it:Qllll;l7 ' CountSourw: AlO E ~·htRUl 111' S8 Ramp, .. •1-R 117 H Ramp> Count p,...k • • 0 0 Hour. 4:45--5:45 PM " sav '"' " ,.o 0.77 "' .., 0 " '" w, ,.o 0.92 NO ,.o 0.92 "' 1,119 0 ,0 "' " ,o 0.89 " • • " To1al ,.o 0.95 ..,,,, :911'2fi1Jf17 ' ' ' Count Sou,u: TENW EVdoyRdl8oU1111111Dr & v..., Rd' -lh u,, Dr Count Peak i'i 0 0 Hour: 5.00-6:00 PM 0 %HV '"' " ,.o " • 0 0 " w, 00 "' ,.o % • 0 0 '0, " ,.o • ~ 0 0 Total ,o O.llll Counl o.tit: 9112!2007 ' ' ' COUllt Sallrce: T£tm EVr/lllyR<lllfwlllllloDt EVr/lllyRd/Notlllllllllr Coont Peak • ~ 0 0 Hour. 4:00-5:0D PM 0 %SV '"' " ,.o " ' 0 ' " w, 0.0 " ,.o " ' 0 0 " " ,., " ;; 0 0 Tclal ,.o 0.88 ----- Growth Rate = 3.0% Existing Year= 2007 Future Year= 2009 2009 Without Project Project Distribution ' E VolqMW 41JdlA H7 1B lbu,.-E v.a.,,gw'1111Alll 1l71B ~ il ,; f f "' 0% '" 0 1.207 0% '" 0 • • ' ' • • % Increase= 7.7% ' ' £Vlley1Wltwth'*llr e1ra11o,11c1,_111_11r " i!i ' ' • • 0% M • 0% ,. • ii ~ ~ % lncrealle = 6.0% ' ' e,,....,11<1, Noo,h aiao, EVan.,MIN<M1h-llr • iii ~ ~ ' 0% • ' •• • ,i ' ' • • % Increase~ ,0% -- Enter Exil " " Project Trips EVllkyjlW41.WR 117 1B llampl, " • " " EV-R<ll_lh_Dr ' ' " g l!.-yRdl--Dr e " ' ' --- 2009 With Project !-yigW41sll1!IR1118B Ramps • 'i ' '°' "' " "' 1.2,a " • Pru,•cl Sha,~= J.2V. ' EVoloyRdl-lh811eDr !i " 0 "' • 0 ,so • • • Pr<>J&ctSharo = 90% ' EVlllhyRdl-lll'IDr • • 0 " 0 " ' < ,: i>,01•"' Slla,e = 4 ?% Trans~rtabon Eng,neenng Northwest LLC Date Printed 12/12/2007 Page I ol 1 - AA Engineering Services Company December 7, 2007 Richard Moreno City Engineer City of Renton Renton City Hall 1055 S. Grady Way Renton, WA 98057 Engineers I Planners I Sur,,eyors N""f PLANN\NG QE\J iLQ!;~i RtN""fON OE.C '2 ? '1.001 RECE\\Je.D Subject: Drainage Submittal Requirements Downtown Harley Davidison Dear Richard, 1. Request exemption from the Drainage Control Plan and Drainage Report Submittal requirements of City of Renton Code Requirements 4-6-030 C.l.h. 2. As provided by Code Section 4-6-030 C.2.b. This development will not alter the drainage pattern or cause any other adverse effect to the drainage area. The development will decrease the amount of vehicle use impervious surface and replace it with roof. 3. A preliminary Drainage Report Supplement is herewith submitted which includes copies of the previously submitted drainage report and information for this property and demonstrates by narrative and plan that the development is in conformance with the original drainage submittal. Sincerely, PACE E;:u~L-v cc: Michael Monical, PE PACE Engineers, Inc. 1300 John Adams Street Oregon City, OR 97045 p. 503.655.1342 I r. 503.655.1360 mikemo@paceenqrs.com.com Attachments PACE Engineers, Inc. Oregon City Office 1300 John Adams St. I Oregon City, OR 97045 P 503.655.1342 I f 503.655.1360 paceengrs.com '' " " '1,: PRELIMINARY DRAINAGE REPORT SUPPLEMENT for ~o..,RrliJL'IQ..,Rr R'.ABJ.BY. ,M::/11 •• ==-!!I _. •• :a !!I =-=-=-=-=-:iM!!5!1 =- l)A, V'IDBOR' n.gR'fl'IOR' 3701 East Valley Road, Renton Washington 98055 'I~~~--~-__ -;_ --_-,-: ___ • __ -_---+f-i I :~;;:;;~~~:::;:;;:: ~ n,rttl~lll/illliiW'ii/iil -11 !!_,..-.. mi Iii rfi:MI i I j+i i I ~o ·111r,tt111Hllr/¥iJHlilll ill :\ S'I, \41h ~ •I ,' i' I I I/ ,, :' / ."I 1 " / .' '' 1/ • :'lit,;· ' ,, I/ 'i,'11.c" ',<f[;I t., u ~II Ii I ' ' ' Site Plan Vicinity Mao Prepared for: Axis Design Group Attn: James Pronto 11104 SE Stark St. Portland, OR 97216 Ph: (503) 284-0988 Fax: (503) 546-9276 Prepared by: Michael C. Monica!, P_E_ Pace Engineers, Inc, 1300 John Adams Street Oregon City, Oregon 97045 PH: (503) 655-1342 Fax: (503) 655-1360 Proj #: 07892 12-6-07 PACE Engineers Inc. EXPIRES: 12/14/2008 ~ /. SIGNATURE DAff / l./f St 07 1300 John Adams Street Oregon City, Oregon 97045 Ph 503-655-1342 Fax 503-655-1360 Hydrology Report -Downtown Harley Davidson Renton P:\P07\07892 -Axis Dcsgin Group -Harley Davidson Dealership\Stonnwatcr\07892 Hydro Report.doc TABLE OF CONTENTS December I 3, 2007 Page I o/J9 1.0 Purpose .............................................................................. 2 2. 0 Project Location and Description........................................... 2 3. O Storm Water Standards......................................................... 2 4.0 Summary of Hydrology ......................................................... 3 5.0 References .......................................................................... 3 6.0 Design Parameters ............................................................... 3 7.0 Calculation Methodology ....................................................... 3 Exhibits EX 1 Vicinity Map ....................................................................... 4 EX 2 USGS Map .......................................................................... 5 EX 3 Aerial Photo ....................................................................... 6 EX 4 Developed Condition Drainage Map.................................... 7 Appendices A. Drainage Report by Horton Dennis & Associates, Inc dated November 8, 1994 B. Basin Analysis by Bush, Roed & Hitchins, Inc dated April 17, 1992 C. NRCS Soil Survey Report, December 2007 D. Existing Condition Maps and Details {1995 As Bui/ts] PACE Engineers Inc. 1300 .John Adams Street Oregon City. Oregon 97045 Ph 503-655-1342 Fax 503-655-1360 Hydrology Report -Downtown Harley Davidson Renton P:\POT.07892 -Axis Desg1n Group Harley Davidson De.:1lersh1p\Stormwnter'D7892 Hydro Report.doc 1.0 Purpose December 13, 2007 Page 2 o{19 The purpose of this report is to demonstrate the compliance of the proposed improvements for the Downtown Harley Davidson Renton with the requirements of the City of Renton, Washington. 2.0 Project Location and Description The project is located at 3701 East Valley Road in Renton Washington, Lot Number 125360020 (Exhibit 1). The site has been previously developed in the mid 1990's with a then new Home Base Store and has a binding site plan recorded in 1992 (Exhibit 2). The 11.16 acre generally rectangular parcel has an existing wetland/detention area in a protective easement on the west side, a water quality swale on the north side with the rest of the site developed with a 111640 SF building and parking. The site is flat with a overall 0.25% slope from east to west. The prior development was approved with a Drainage Report by Horton Dennis & Associates, Inc dated November 8, 1994 (Appendix A) and Basin Analysis by Bush, Roed & Hitchins, Inc dated April 17, 1992 (Appendix B). Runoff from the majority of the site is routed through the water quality swale on the north with a small portion of the parking on the west draining directly to the constructed wetlands. The water quality swale drains into the wetlands which has an outlet structure to provide required water quantity discharge control. Development is proposed to remove approximately 40,000 sf of existing parking and landscape improvements and replace them with a 26,000 sf new building and associated walkways and landscape areas. The new development will replace all currently pervious areas with landscaping so that there is no increase in impervious area. (Exhibit x). According to the Horton Report, the soils are fill materials placed in the 1970s. The NRCS website identifies the soils as Snohomish silt loam and Tukwila Muck . (Appendix C) Downstream drainage connects to a 60" storm in Lind Avenue 400 feet to the west and then 1600 feet north and east to Springbrook Creek. 3.0 Storm Water Standards Per the preapplication notes, this report must comply with the 2005 King County Surface Water manual for water quality and detention. The Design Review Checklist referances the 1990 King County Manual. As a redevelopment project which will reduce the amount of impervious area for vehicular use it is assumed that the original approval criteria will be sufficient and that no new stormwater facilities will be required. PACE Engineers Inc. 1300 .John Adams Street Oregon City, Oregon 97045 Ph 503-655-1342 Fax 503-655-1360 Hydrology Report -Downtown Harley Davidson Renton P:\P07\07892 -Axis Desgin Grou.p -Harley Davidson Dealcrship\Stom1water\07892 Hydro Report.doc 4.0 Summary Hydrology December 13, 2007 Page 3 o/19 The drainage calculations presented in the 1994 Horton report remain in effect with no change as the impervious surfaces and runoff totals and hydrographs are the same. This information is summarized below Storm Peak Inflow Developed Developed Water Event (cfs) Release Release Surface Rate (cfs) Rate/acre(cfs) Elevation in Wetland /ft) 2 vr 5.06 0.42 0.04 15.81 10 vr 7.52 0.78 0.07 16.33 100 vr 10.22 1.43 0.12 16.47 5.0 References 5.1 King County Surface Water Design Manual, 2005. 6.0 Design Parameters Detention Storage Volume (cf) 46,500 72,000 82,000 6.1 The 24 hour standard SCS Type 1 A storm was used to determine runoff from the site. The 24 hour rainfall amounts are: (Ref: 5.4) WO (4 hr) 0.36 in 2 yr 2.00 in 10 yr 2.90 in 100 yr 3.90 in 6.2 Appendix X includes the soil data information from NRCS Online Soil Survey .. The following soil types are present on the site and are used to determine hydrologic runoff CN numbers. (Ref: 5.2) Map Soil Name and Map Hydrologic Symbol Symbol Grouo So Snohomish Silt Loam D Tu Tukwila Muck D 7.0 Calculation Methodology 7.1 No original calculations are created with this report. Appendix A & B include the original calculation for the basin and site. PACE Engineers Inc. 1300 .John Adams Street Oregon City, Oregon 97045 Ph 503-655-1342 Fax 503-655-1360 - Hydrology Report -Downtown Harley Davidson Renton December 13, 2007 Page 4 o/19 P:.,P07\07892 -Axis Desgin Clroup -Harley Da\'idson Dealersh1p'Stonnwater'D7891 Hy<lro Report.doc Sw 34tll St &' Sw 39th St 1 & I t C) 2007 MapOuest Inc. S 180111 St \ S 1}rd St 'I' / ·' " ,/' d>i' O~t::::::::::::::;;:::200 m 600 ft "' .,I § S 36th St ,I "! 5 37th St Site Valley #edical Cente, S Jstll Ct 91th Ave s se Carr Map Data Cl 2007 N;fi,VTEQ or TeleAttas Exhibit 1 -Vicinity Map PACE Engineers Inc. 1300 .John Adams Street Oregon City, Oregon 97045 Ph 503-655-1342 Fax 503-655-1360 Hydrology Report -Downtown Harley Davidson Renton P:\P()7\07892 -Axis Desgin Group -1 larley Davidson Dcalcrship\Stom1water\07892 Hydro Report.doc --~ ...w. • --_..,.j;-. ~ -.. ~ I --CORP oL_------'----------L · _ _Jzoo-,, a, ~~~______L ___ _J 200yd 1'·na,g1-2-crn. .. t""'::e-S'f af the U.S. GE'olog1cal 51 ... tvi:y • • 30 -•• • .... • .§ 2004 '11crcsof'. Corp,yatior. Terms of Use Privac.y Statement Exhibit 2 -USGS Map PACE Engineers Inc. December 13, 2007 Page 5 o/19 1300 John Adams Street Oregon City, Oregon 97045 Ph 503-655-1342 Fax 503-655-1360 • Hydrology Re port -Downtown Harley Davidson Renton P:\P0 71()7892 -Ax is Dcsgin Gro up -Harley Dav i dson Dealership\Stormwater\0 78 92 H ydro Rep ort.doc Exhibit 3 -Aerial Photo Map PACE Engineers Inc. December 13 , 2 00 7 Page 6 of 19 1300 John Adams Street Oregon City, Oregon 97045 Ph 503-655-1 342 Fax 503-655-1360 :a ::a ::a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :a :e DRAINAGE CALCULATIONS FOR HoMEBAsE CITY OF RENTON, WASHINGTON November 8, 1994 HORTON DENNIS & ASSOCIATES, INC. Consulting Engineers, Planners & Surveyors :a :a :a :a :a :a :a :a =-=- :a :a :a :a :a :a :a :a :a :a :ill 3 3 3 3 3 JI a DRAINAGE CALCULATIONS FOR HOMEBASE CITY OF RENTON, WASHINGTON Prepared By: Bryant 0. Merell, P.E. HORTON DENNIS & ASSOCIATES, INC. Consulting Engineers, Planners & Surveyors 320 Second Avenue South .--... Kirkland, WA 98033-6687 Phone: (206) 822-2525 Fax: (206) 822-8758 HDA File No. 9398.00 November 8, 1994 • ::ia =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=- :a :a :a :a :a :a :a :a :a :a :a TABLE OF CONTENTS Introduction: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Summary of Results: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Storm Routings 2 Year Storm: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 10 Year Storm: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 100 Year Storm: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Detention Basin Design Data: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Drainage Area Map: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 :a :a :a :a :a :a =- :a =- :a :a :a :a :a :a :a :a ::a :a :a :a ::a :a :a :a :a :a :a :a :a :a :e INTRODUCTION The following computations present the preliminary design of a stormwater detention system for the proposed Home Base retail facility. The proposed I 1.65 acre development, comprised of a 134,676 square foot home improvement retail and garden facility, is located on the west side of East Valley Highway, north of SW 41st Street in the City of Renton. EXISTING DRAINAGE CONDffiONS The project site is presently a vacant parcel (Lot 2 and part of Lot 3 of the Northern Railroad Binding Site Plan No. 014-92). The parcel was filled approximately 18 years ago. The existing ground cover consists mainly of grasses in poor condition over the fill material. The western portion of the parcel has several low areas identified during early project review as wetland areas with low functional values. The site generally drains from east to west to the wetland areas at an average slope of 0.25 percent. PROPOSED DRAINAGE CONDffiONS Runoff from the parking area in front of the proposed building will be conveyed in storm drain pipe system to a small water quality detention basin adjacent to the north property line. The basin provides approximately 6,000 cubic feet of storage volume. The bottom of the basin has been designed with a flat __ sl9_1!e to promote water quality through the ponding of storm water runoff. The basin outfalls into a pipe system, which in turn discharges into a long swale in the proposed wetland buffer area at the rear of the building. The swale has also been designed with a flat §lop(: to promote water quality through ponding prior to discharge into the wetland areas. This swale will outfall into a shallow excavated depression to be constructed as part of the wetland mitigation plan. This shallow area is intended to provide frequent ponding of storm water during storm events as a means of maintaining the hydrology of the existing and proposed wetland areas. The depression is connected to a 2.5_ f!lOt deep excav_llt~ settlement area in front of the detention system control structure located in the northwest corner of the wetland mitigation area. The control structure has been designed to provide controlled release of excess storm water runoff from the project site. This structure will consist of a ;1_ illch diaII1etc:r orific;e set in an ll inch diameter restrictor inside of a 54 inch diameter CB manhole in the northwest corner of the site. The control structure will discharge to a ll".~to_r!J1draj11 pipe. The storm drain pipe will extend approximately 400 feet west to a connection with an existing 60 inchstorm dl'll.in_pipe on the west side of Lind Avenue. The 60 inch storm drain pipe continues approximately 600 feet north, then 1,000 feet east to an outfall in Springbrook Creek. ~- /_ 0;1/11 .. kif-<V St,p ,-A<;':;-h -bc,o{a-J~&<.=" •/f • 11;11/ ~/tY'h.R4 -friv llrw . 2-Jv' -1 ? -Si.<ow u4 · ·5, {)vevflow w( -OK.rd if/o 4. S1¥!-'b to, -if;._ NO<{ A.<fi -r,i LJ..d , . i4Ge I 1£ ~m r.,£}.cf,\ M fl,,...vttw ' I ~ ' :a =- :a =-=-=-=-=-=-=-=-=-=-=-=-=-=- :a :a :a :a ::a ::a :a :a :a :a :a :a :a • The proposed detention basin has been designed to maximize the volume available for storage of excess storm water runoff. Due to the disturbed condition of the vacant parcel, no calculation of the peak discharge from the undeveloped project site was undertaken. The effectiveness of the proposed detention facility has instead been evaluated by determination of the peak flow rate in cfs / acre from the developed project site with detention storage. As seen in the summary of results, the proposed facility provides a significant reduction in peak discharges from development of the project site. The peak outflows from the proposed detention facility range from Ojt'l __ cfs/ acre during a 2 year storm event to 0.12 cfs / acre during a 100 year storm event. These flows are well within acceptable limits. - 2 I P' P' P' P' P' pe pe f9 F9 f8 F9 F9 ~ F9 F9 ;:=- ;:=- ::e ::e ::e =-=-=-=-=-=-=-=-=-=- :a SUMMARY OF RESULTS PROPOSED DETENTION SYSTEM Total Area of Project Site: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.65 Acres Less Bypass Area: ........................................... 0.77 Acres Total Site Area Tributary to Detention Basin: . . . . . . . . . . . . . . . . . . . . . . . . I 0.88 Acres Plus Offsite Wetland Mitigation Area: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.76 Acres Total Area Tributary to Detention Basin: . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.64 Acres 2 YEAR STORM Peak Inflow to Basin: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.06 cfs Proposed Release Rate: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.42 cfs Proposed Release Rate: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 .04 cfs / acre Design Water Surface Elevation: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15.81 Approximate Volume of Storage Provided: . . . . . . . . . . . . . . . . . . . . . . . . . . . 46,500 cf 10 YEAR STORM Peak Inflow to Basin: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.52 cfs Proposed Release Rate: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.78 cfs Proposed Release Rate: ...................................... 0.07 cfs / acre Design Water Surface Elevation: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.33 Volume of Storage Provided: ..................................... 72,000 cf 100 YEAR STORM Peak Inflow to Basin: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10.22 cfs Proposed Release Rate: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.43 cfs Proposed Release Rate: ...................................... 0.12 cfs / acre Design Water Surface Elevation: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.4 7 Volume of Storage Provided: ..................................... 82,000 cf 3 ==-=-=-=-=- ;:e =-=-=- ;:e ;:e pe ;:e ;:e ::e =-STORM ROUTINGS ::e ;:e ;:e =:. t=- t=- t:9 t::e !:a ::e ::e ::e ::e ::e 4 ::e :a ~ ~ pe : I =-=- t:::e JOB TR-20 TITLE HOME BASE I RENTON TITLE POST DEVELOPED 3 ' ' 8 8 8 9 6 6 1 7 1 7 STRlJCT ENDTBL RUNOFF RESVOR 2 ENDATA INCREM 6 CCHPUT 7 ENDC!!P 1 CCMPUT 7 ENDCMP 1 Ca,a>UT 7 ENDCMP l ENDJOB 2 01 01 1 01 1 2 01 01 01 01 01 01 CONDITIONS 14.50 15.00 16.25 16.50 17.00 0.01819 14.50 0.25 o.o o.o 0.0 NOPLOTS S'l'ORMWATER MANAGEMENT STUDY {Wl698D5.DAT) 0.0000 0.0000 0.3621 0.2296 0.4534 1.5238 1.5352 1.9341 7.6875 2 .. 7548 98.0 0.25 0 1 0 0 0 0 0 1 1 0 0 0 2.00 1.0 3 2 1 1 2.90 1.0 3 2 1 2 3.90 1.0 3 2 1 3 O*******************************END OF 80-80 LIST******************************** EXECUTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT= 0.25 HOURS 5 • RECORD ID :a ! :a :a EXECUTIVE CONTROL OPERATION COMPUT STARTING TIME 0.00 AI.TERNA.TE NO. 1 RAIN DEPTH ._ 2. 00 STORM NO.: 1 FROM STRUCTURE 1 BAIN DURATION~ l.DOR TO STRUCTURE 1 RAIN TABLE NO. MAIN TIME INCREMENT .. 0. 25 HOU~ OPERATION RUNOFF STRUCTURE TIME(HRS) FIRST BYDROGRAPB POINT = 0. 00 HOURS .oo 2.50 5.00 7.50 10.00 12.50 15.00 17. 50 20.00 22.50 DISCHG DISCHG DISCHG DISCHG DISCHG DISCHG OISCHG DISCHG OISCHG DISCRG- .00 .36 • 79 1.82 1.24 .66 . 74 .65 .56 .51 OPERATION BESVOR STRUCTURE l .oo .40 .86 4.25 1.13 .84 .74 .65 .56 .51 TIME{HRS) .oo .00 2.50 2.50 5.00 5.00 7.50 7.50 10.00 10.00 12.50 12.50 15.00 15.00 17 .so 17.50 20. 00 20.00 22.50 22.50 25,00 25.00 27,SO 27.50 JO.OD JO.OD 32.50 32.50 JS.OD JS.OD 37.50 37.50 40.00 40.00 42.50 42.50 45.00 45.00 47.50 47.50 50.00 50.00 52.50 52.50 FIRST HYDRDGRAPB POIN'I' DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCHG ELEV DISCEIG ELEV DlSCHG ELEV DISCBG ELEV DISCHG ELEV DISC.HG ELEV DISCHG ELEV DISCBG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCBG ELEV DISCBG ELEV .oo 14.50 .03 14.55 .18 14.75 .37 15.07 .40 15.48 .41 15.60 .41 15.68 .42 15.74 .42 15.78 -42 15.BO .42 15. 79 .41 15.70 .41 15.62 .40 15.54 .40 15.46 ·" 15.38 .36 15.31 .36 15.23 .37 15.15 • 37 15.08 .36 15.01 .27 14.87 .oo 14.50 .04 14.56 .20 14. 78 .37 15.12 .40 15.50 .41 15.61 -41 15.69 .42 15.74 .42 15. 78 .42 15.80 .42 15.78 .41 15. 70 .41 15.61 .40 15.53 .40 15.45 .39 15.38 .38 15.JO .38 15.22 • 37 15.15 .37 15.07 .36 15.00 .26 14.86 .00 .44 .90 5.06 1.10 .03 • 74 .65 .56 .51 0.00 HOURS .00 14.50 .06 14.58 .22 14.81 • 38 15. 21 .40 15.51 .41 15.62 -41 15.69 .,2 15. 75 • 42 15. 78 ·" 15. 81 .42 15. 77 .41 15.69 .41 15.61 .,o 15.52 .39 15.45 ·" 15. 37 .38 15.29 .38 15,21 .37 15.14 • 37 15.07 .35 14.98 .25 14.85 • 00 .47 .96 J .15 1.03 .63 • 71 .61 .56 -51 TIME INCREMENT: 0.25 BOURS .oo .49 1.01 2.54 1.01 .63 • 70 .60 .56 • 51 .04 .54 1.15 1.99 .96 .60 .69 .60 .56 .51 .11 .57 1.20 1.83 .97 .79 .69 • 60 . 56 .51 TIME INCREMENT = 0.25 HOURS .oo 14.50 .07 14.60 .25 14.84 .36 15.28 .40 15.53 .41 15.63 .41 15.70 .42 15.75 ·" 15.78 .42 15.81 .42 15. 76 .41 15.68 .41 15.60 .40 15.52 ·" 15.44 ·" 15.36 .38 15,28 .36 15.21 .37 15.13 .37 15.06 .34 14.97 .25 14.84 .00 14.50 .08 14.61 .27 14.87 .39 15.33 .40 15.54 .41 15.64 .41 15.71 .42 15. 76 ·" 15.79 .42 15.81 .42 15,75 .41 15.67 -41 15.59 .40 15.51 ·" 15,43 .39 15.35 .38 15.28 .38 15.20 .37 15.12 .37 15.05 .33 14.95 .24 14,BJ .oo 14.50 .10 14.63 .30 14.91 ·" 15.37 .40 15.55 .41 15.64 .41 15.71 • 42 15.76 ·" 15. 79 .42 15.81 .42 15.75 .41 15.66 .40 15.58 .40 15.50 • 39 15.42 ·" 15.34 .36 15.27 .]6 15,19 .37 15.12 • 37 15.04 .32 14.94 .23 14-.82 .00 14.50 .11 14.65 .33 14.95 .39 15,40 .40 15.56 .41 15.65 .41 15.72 .42 15. 76 .42 15.79 .42 15.81 -42 15.74 -41 15.65 .40 15.57 .40 15.49 .39 15.41 .39 15.34 .38 15.26 .36 15.18 .37 15.11 .36 15.04 .31 14.93 .22 14.81 EXECUTIVE CONTROL OPERATION ENDCMP C(lio[(>1J'l!ATICINS CCMPLETED FOR PASS 1 6 3 RECORD ID ANT. MOIST. COND = 2 2 YEAR STORM DRA.lNAGE AREA c 01819 SQ.MI. .18 .64 1.41 1.48 .93 • 79 .69 .57 .56 .13 .25 .66 1.49 1.38 .92 • 79 .69 .56 .56 .01 .31 .75 1. 73 - 1.27 .69 .75 .66 .56 .52 .oo DRAINAGE AREA = 01819 SQ.MI. • 01 14.51 .13 14.67 .]6 14.99 .39 15,43 .40 15.57 .41 15.66 -41 15. 72 .42 15. 77 .42 15. 79 .42 15,81 .,2 15.73 .41 15.Ei5 .,o 15.57 .40 15.49 .39 15.41 .39 15.33 .38 15.25 .38 15.18 .37 15.10 .J6 15.03 .30 14.91 .22 14,BO .01 14.52 .14 14. 70 .36 15.02 ·" 15.45 .40 15.58 .41 15.67 .42 15.73 .42 15. 77 .42 15.80 .42 15.80 .41 15. 72 .41 15.64 .40 15.56 .40 15.48 .39 15.40 .39 15.32 .36 15.24 .37 15.17 .37 15.10 .36 15.02 .29 14.90 .21 14.79 .02 14.53 .16 14. 72 • 37 15.04 .40 15.47 -41 15.59 .41 15.67 -42 15.73 .42 15.77 ·" 15.80 -42 15.80 .41 15.71 .41 15,63 .40 15.55 .,o 15.47 .39 15.39 .38 15.31 .36 15.24 .37 15,10 .37 15.09 .36 15.01 .26 14.S9 .20 14.78 RECORD ID EXECtJTIVE CONTROL OPERATION COMPU'I' STARI'ING TIME= 0.00 ALTERNATE NO. = l RAIN DEPTH ., 2.90 S'l'ORM NO. "' 2 OPERATION RUNOFF STRUCTURE 1 F:RDM STRUCTURE 1 TO STRUCTlJRE l RAIN DURATION "" 1.00R RAIN TABLE NO. "' 3 MAIN TIME INCREMENT ,., 0. 25 ROURS TIME(RRS) FI:RST ElYDBOGRAPR POINT = 0. 00 HOURS TIME INCREMENT "' 0. 25 HOURS .00 2.50 5.00 7.50 10.00 12.50 15.00 17.50 20.00 22.50 DISCHG DISCHG OISCHG DISCHG DISCHG DISCHG DISCHG DISCHG OISCHG DISCHG .oo .69 1..26 2.73 1.02 1.28 1.08 ·" .81 • 75 OPERATION RESVDR STRUCTUBE 1 .oo . ,. 1.37 6.35 1.66 1.23 1.08 .95 .81 .74 .00 .78 1.41 7.52 1.62 1.22 1.oa ·" .81 . 74 TIME(HRS) FI:RST BYDROGRAPB POINT .. 0. 00 HOURS .oo .oo 2.50 2.50 s.oo 5.00 7.50 7.50 10.00 10.00 12. 50 12.50 15. 00 15.00 17.50 17.50 20.00 20.00 22.50 22.50 25.00 25.00 27.50 27.50 30.00 30.00 32.50 32.50 35.00 35.00 37.50 37.SO 40.00 40.00 42.50 f.2.50 45.00 45.00 f.7.50 f.7.50 50.00 50.00 52.SO 52.50 DISCHG ELEV DISCHG ELEV DISCRG ELEV DISCHG ELEV D!SCHG ELEV DISCBG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCBG ELEV D18CBG ELEV DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCHG ELEV DISCHG ELEV OISCBG ELEV OISCBG ELEV DISCBG ELEV .00 14. 50 .08 14.61 .32 14.94 • 38 15,27 .43 15.91 .44 16.12 .49 16.26 • 71 16. 31 . 78 16. 32 • 79 16.33 ·" 16.30 ·" 16.22 ... 16.13 . 44 16.04 .43 15.96 .43 15.87 .42 15.79 .41 15.70 .41 15.62 .40 15.54 .40 15.46 .39 15.38 .oo 14.SO .10 14.63 .35 14.99 .39 15.35 .43 15.94 ... 16.13 .52 16.26 • 72 16.31 • 78 16.33 .79 16.33 .62 16.29 .45 16.21 .44 16.12 ... 16.03 .43 15.95 .42 15.86 .42 15. 78 .41 15.69 .41 15.61 .40 15.53 .40 15.45 .39 15.37 EXECUTIVE CONTROL OPERATION ENDOlP .00 14.50 .12 14.66 .36 15.01 .40 15.48 .43 15.96 .45 16.15 • 55 16.27 .73 16.31 • 78 16.33 .78 16.33 .58 16.28 .45 16.20 .44 16.11 . 44 16.02 .43 15.94 .42 15.85 .42 15. 77 .41 15.69 .41 15.60 .40 15. 52 • 39 15.44 .39 15.37 .oo .82 1.52 4.66 1.51 1.21 1.03 .90 .Ol • 74 .07 .85 1.56 3.75 1.48 1.21 1.01 .88 .81 • 74 .21 .91 1.77 2.93 1.43 1.16 1.01 .88 .81 • 74 • 32 .95 1.84 2.70 1.,2 1.15 1.01 .88 .81 . 74 TIME INCREMENT"' 0.25 HOURS • 00 14.50 .14 14.69 • 36 15.04 .41 15.60 .43 15.98 .45 16.16 • 57 16.28 • 74 16.32 .78 16.33 .78 16.32 .55 16.27 .45 16.19 • 44 16.10 ... 16.02 .43 15. 93 • 42 15. 84 • 42 15.76 ·" 15.68 ·" 15.60 .40 15. 52 • 39 15.44 .39 15.36 .00 14.50 .16 14. 72 .37 15 .06 .41 15.67 ... 16.01 .45 16.18 .60 16.28 .75 16.32 • 78 16.33 .78 16.3.J .52 16.27 ·" 16.18 ... 16.09 ... 16.01 .43 15.92 .42 15.84 .42 15.75 .41 15.67 .41 15.59 .40 15.51 .39 15.43 .39 15.35 .01 14.51 .19 14. 76 .37 15.09 .42 15. 73 • 44 16.03 .45 16.19 .62 16.29 • 76 16.32 .79 16.33 • 78 16.32 .49 16.26 .45 16.17 • 44 16.09 ... 16.00 .43 Ui.91 .42 15.83 .42 15. 74 .41 15.66 .40 15.58 .40 15.50 .39 15.42 .39 15.34 ca,Q'tJTA'l:IONS CCNPLE'l'&D FOR PASS 7 .01 14. 52 .21 14.79 .37 15.11 .42 15.78 ... 16.05 .45 16.21 .64 16.29 • 77 16.32 • 79 16.33 .78 16.32 .47 16.25 .45 16-17 ... 16.08 .43 lS.99 .43 15.90 .42 15.62 .42 15. 74 ·" 15.65 .40 15.57 .40 15.49 .39 15.41 .39 15.34 2 RECORD IO ANT. MOIST. COND = 2 10 YEAR STORM DRAINAGE AREA "' 01819 SQ.MI. .44 1.05 2.15 2.18 1.36 1.15 1.01 .83 .81 .19 .53 1.10 2.25 2.03 1.35 1.15 1.01 .81 .81 .02 .62 1.21 2.61 1.86 1.30 1.10 .96 .81 . 76 .00 DRAINAGE AREA= 01819 SQ.MI. .03 14.54- .23 14.82 .37 15.15 .42 15 .82 .44 16.06 .45 16.22 .66 16.30 • 77 16.32 • 79 16.33 .76 16.32 .45 16.25 .45 16.16 ... 16.07 .43 15.98 .43 15.90 .42 15.81 .42 15,73 .41 15,64 .40 15.56 .,o 15.48 .39 15.40 .39 15.33 .04 14.56 .26 14.86 .38 15.18 .42 15.85 .44 16.08 .45 16.24 • 68 16.30 • 77 16. 32 • 79 16.33 • 72 16.31 .45 16.24 .45 16.15 .44 16.06 .43 15.97 .43 15.89 .42 15.80 .41 15. 72 ·" 15.64 .,o 15,56 .40 15.48 .39 15.40 .39 15.32 .06 14.58 .29 14.90 .38 15.22 .43 15.88 .44 16.10 .45 16.25 • 70 16.31 • 77 16.32 • 79 16.33 .69 16.30 .45 16.23 ·" 16.14 . .. 16.05 .43 15.96 .43 15.88 .42 15.79 .41 15.71 .41 15.63 .40 15.55 .40 15.47 .39 15.39 .38 15.31 RECORD ID EXECUTIVE CONTROL OPERATION COMPUT STARl'ING TIME 0.00 ALTERNATE NO.= 1 RAIN DEPTH 1e 3.90 STORM NO.• 3 OPERATION RUNOFF STRUCTURE l FROM S'l'RUC'l'tJRE 1 RAIN DURATION= 1.00R TO STRUCTURE 1 RAIN TABLE NO. = 3 MAIN TIME INCREMENT• 0.25 HOURS RECORD ID .ANT. MOIST. COND; 2 100 YEAR STORM TIME(HRS) F IRBT !iYDROGRAPH POINT O. 00 HOURS TIME INCREMENT "' 0.25 HOURS DRAINAGE AREA 01819 SQ.MI. .oo 2.50 5.00 7.50 10.00 12.50 15. 00 17.50 20,00 22.50 DISCHG DISCHG DISCHG DISCHG DISCHG DISCH<; DISCBG OlSCHG DISCHG DISCHG .oo 1.08 1. 77 3,74 2.46 1.73 1.46 1.28 1.09 1.01 OPERATION RESVOR STRUCTURE 1 .00 1.13 1.92 8.66 2.25 1.66 1.46 1.28 1.09 1.00 .00 1.18 1.97 10.22 2.19 1,64 1.46 1.28 1.09 1.00 .06 1.21 2.12 6.33 2.05 1.64 1.39 1.21 1.09 1.00 • 23 1.24 2.17 5.09 2.00 1.64 1.37 1.19 1.09 1.00 ... 1.33 2.45 3.97 1.93 1.57 1.37 1.19 1.09 1.00 .61 1.37 2.54 J.65 1.91 1.55 1.37 1.19 1.09 1.00 TIME(HRS) .00 .00 2.50 2.50 5.00 5.00 7.50 7.50 10.00 10.00 12.50 12.50 15.00 15.00 17.50 17.50 20.00 20.00 22.50 22.50 25.00 25.00 27.50 27.50 30.00 30.00 32.50 32.50 35.00 35.00 37.50 37.50 40.00 40.00 42.50 42.50 45.00 45.00 47.50 47.50 SO.OD 50.00 52,50 52.50 FIRST RYDROGRAPH POINT me O. 00 HOURS TIME INCREMENT ., 0. 25 HOURS DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCHG ELEV DISCBG ELEV DISCHG ELEV .00 14.50 .14 14.69 .37 15.08 .40 15.51 .84 16.34 1.31 16.45 1.42 16. 47 1.40 16.47 1.30 16.45 1.21 16.42 .96 16.37 .56 16.27 .45 16.19 .44 16.11 ... 16.02 .43 15.93 .42 15.85 .42 15.76 .41 15.68 .41 15.60 .40 15.52 .39 15.44 EXECUTIVE CONTROL OPERATION ENDCMP EXECUTIVE CONTROL OPERATION ENDJOB .00 14. 50 .17 14.73 .J7 15.11 .4l 15.6] • 92 16.36 1.33 16.45 1.42 16.47 1.39 16.47 1.29 16.44 1.20 16.42 .91 16.36 .53 16.27 .45 16.19 • 44 16.10 .44 16.01 .43 15.92 .42 15.84 • 42 15.75 .41 15.67 .41 15.59 .40 15.51 .39 15.43 .00 14.50 .20 14. 77 .J7 15.14 .42 15,Bl .99 16.37 1.35 16.46 1.43 16.47 1.39 16.47 1.28 16.44 1.19 16.42 .86 16.34 .50 16.26 .45 16.18 ••• 16.09 .44 16.00 .43 15.91 .42 15.B3 .42 15.75 .41 15.66 .40 15.SB .40 15.50 .39 15.42 .oo 14.50 .23 14.82 .37 15.17 • 43 15.96 1.05 16.39 1.36 16.46 1.43 16.47 1.38 16.46 1.27 16.44 1.18 16.42 .82 16.33 .47 16.25 • 45 16.17 .44 16.08 .43 15.99 .43 15.91 .42 15.82 .42 15.74 .41 15.65 .40 15.57 .40 15.49 .39 15.41 • 01 14.51 .26 14.86 ·" 15.21 .44 16.07 1.10 16.40 1.38 16.46 1.42 16. 47 1.37 16.46 1.26 16.44 1.17 16.42 • 77 16.32 .45 16.25 .45 16.16 .44 16.07 .43 15.98 .43 15.90 .42 15.81 . 42 15, 73 .41 15.65 .40 15.57 .40 15.49 .39 15.41 .02 14.52 .29 14.91 .38 15.25 .45 16.15 1.15 16.41 1.39 16.47 1.42 16.47 1.36 16.46 1.25 16.44 1.16 16.41 • 73 16.31 .45 16.24 .45 16.15 .44 16.06 .43 15.97 .43 15.89 .42 15.80 .4l 15. 72 .4l 15.64 .40 15.56 .,o 15.48 .39 15.40 CCMPUTATIONS COMPLETED FOR PASS END OF l JOB IN THIS RUN 8 • 03 14.54 • 33 14. 95 • 38 15. 29 .45 16.22 1.19 16.42 1.40 16.47 1.42 16.47 1.35 16.46 1.25 16.43 1.15 16.41 .69 16.31 .45 16.23 . 45 16.14 . 44 16.05 ·" 15. 97 .43 15.88 .42 15.80 .41 15. 71 .41 15.63 .40 15.55 .40 15.47 .39 15.39 3 .76 1.51 2.96 2.95 1.84 1.55 1.37 1.12 1.09 .25 .87 1.57 3.09 2.74 1.82 1.55 1.37 1.10 1.09 .02 1.00 1.71 3.58 2.52 1. 75 1.48 1.30 1.09 1.03 .00 DRAINAGE AREA -01819 SQ.MI. .05 14.57 .36 15.00 .39 15.34 . 52 16.27 1.22 16.43 1.41 16.47 1.41 16.47 1 • .34 16.46 1.24 16.43 1.13 16.41 • 66 16. 30 .45 16.22 • 44 16.13 ·" 16.04 .43 15.96 .43 15.87 .42 15.79 .41 15,70 .41 15.62 .40 15. 54 .40 15.46 .39 15.38 .08 14.61 • 36 15.02 . 39 15.39 .64 16.29 1.26 16.44 1.41 16.47 1.41 16.47 1.33 16.45 1.23 16.43 1.07 16.39 .62 16.29 .45 16.21 .44 16.12 .44 16.03 .43 15.95 .43 15.86 .42 15.78 .41 15. 70 .41 15.61 .40 15.53 .40 15.45 .39 15.38 .ll 14.65 .37 15.05 .39 15.45 • 75 16.32 1.28 16.44 1.42 16.47 1.41 16.47 1.32 16.45 1.22 16.43 1.02 16.38 .59 16.28 .45 16.20 ·" 16.11 .44 16.03 .43 15.94 .42 15 .. 85 .42 15.77 .41 15,69 .41 15. 61 .40 15.53 .39 15.45 .39 15.37 RECORD ID RECORD ID ~ ~ DETENTION BASIN DATA F9 F8 F9 =-=-=-=- ::a =- :a ::a :a :a :a :a :a :a :a :a :a • • • • • 9 • • W ii ii-~-~-¥i iii iii iii iii iii ii W W""i~ W w- STAGE / STORAGE TABULATION Water Surface Area Average Area Depth Volume Total Volume Total Surface (Square Feet) (Square Feet) (Feet) (Cubic Feet) (Cubic Feet) Volume Elevation (Acre Feet) 14.50 14,000.00 0.00 0.0000 20,000.00 0.50 10,000.00 15.00 26,000.00 10,000.00 0.2296 38,500.00 1.00 38,500.00 16.00 51,000.00 48,500.00 1.1134 71,500.00 1.00 71,500.00 17.00 92,000.00 120,000.00 2.7548 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • STAGE DISCHARGE TABULATION Water 3" Orifice 2' -9" Weir Surface Hor Elevation (Feet) 14.50 0.00 15.00 2.20 16.25 3.45 16.50 3.70 17.00 -- Flow Through 3" Orifice: Flow Through 2' -9" Weir: Flow Through 6' -O" Weir: Qor Hw Qw (cfs) (Feet) (cfs) 0.0000 ------- 0.1726 ---------- 0.3229 0.00 0.0000 0.3452 0.25 1.0656 ----0.75 5.5371 0 0 , = 0.62 x A.. x (2g H0 ,)°"50 Ow= 3.JO X Lw X ~1.,0 Ow= 3.JO X ~ X ~1.lO 11 18" Restrictor Basin Hw (Feet) --- ---- -- 0.00 0.50 A,, = 0.0491 sf ~ = 2.750 ft L,. = 1.962 ft Qw Outflow (cfs) (cfs) -----0.0000 ----0.3621 ------0.4534 0.0000 1.5352 2.1504 7.6875 H,, = W.S. Elev. -12.80 ~ = W.S. Elev. -16.25 ~ = W.S. Elev. -16.50 -:ii :a :a :a :a :a :a :a :a :a :a =-=-=-=-=-• • • • • • • • • • • • • • • DRAINAGE AREA MAP 12 Ii ii i' I ~ t; _, i ii ,, •I ,J i \ ft ' , ! ! •', • t; _, '" z ..,: p ::: '" ..,: z 0 "' "' "' " " ..,: "' -., V, '" r.:, ..,: .., .,: co <,: z ., u ~ ::: ~ 0 Q :i: . i ' I ' . . ' . ' HYDRAULIC REPORT for TYPE III ANALYSIS OF EAST VALLEY AND LIND BETWEEN 34TH & 43RD RENTON, WASHINGTON for POWELL DEVELOPMENT by BUSH, ROED & HITCHINGS, INC. 2009 MINOR A VENUE EAST SEATTLE, WA 98102 (206) 323-4144 BRH JOB NO. 91407.06 APRIL 17, 1992 Hydraulic Analysis: An off-site hydraulic analysis for the 229.4 acre basin (see attached map) has been re- quested by the City of Renton as part of the requirements to evaluate the proposed Pace and Homeclub projects which are located between Lind Avenue Southwest and East Valley Road (east-west) and Southwest 34th Street and Southwest 41st Street (north- south). The existing basin/storm drainage system consisted of the trunk lines located in the following streets: 1. East Valley Road from Southwest 41st Street to Southwest 34th Street. 2. Lind Avenue Southwest from Southwest 43rd Street to Southwest 34th Street. 3. Southwest 34th Street from Lind Avenue Southwest to Spring Brook Creek. The following parameters were agreed upon with Ron Straka of the City of Renton prior to the analysis. 1. The base flows from Panther Creek would be: 2~= 36 cfs 1 =41cfs 10 r = 41 cfs 2. A flow rate for the entire 229.4 acre basin would be obtained for the 2, 10 and 100 year storm events usin~ the Santa Barbara Urban Hydrograph Method. An unde- veloped run-off coefficient would be used for the entire basin. 3. The flow rates for the 2, 10 and 100 year events for the sub-basins 1 through 7 would be proportional to the percentage of land area to the overall basin. 4. Not every storm line and catch basin is required to be reviewed . The discharge from the sub-basins could be routed to the most realistic single point of discharge. 5. The tail water elevations at Spring Brook Creek are: Results: Elevation 11.58 14.06 15.45 Given the parameters used the drainage from the Panther Creek basin, the existing East Valley Road system cannot convey the drainage for the 2 year event without overtopping at the storm drainage structures. The existing system within Lind Avenue Southwest can convey the 2 and 10 year storm events without overtopping at the catch basins. The storm drainage from the 100 year event had a maximum energy grade line of 1.2 feet higher than the existing gutter grade. Elevations of the hydraulic grade line at the discharge point for the future PACE and Homeclub developments are: mnt 2yr lOyr lOOyr Elevation 12.08 15.11 17.31 These elevations may possibly be lower if the Panther Creek basins drainage could be diverted as planned by the City in the future. 91407.06/ENG.39B BUSH, ROED & HITCHINGS, INC. Civil Engineers/land Surveyors 2009 Minor Avenue East SEATTLE, WASHINGTON 98102 (206) 323-4144 FAX (206) 323-7135 TO C t T( OF 1<€/...JTV/0 > > 4-n+ FL.cot2.. WE ARE SENDING YOU O Attached O Under separate cover via )?eLI V~Y the following items: COPIES -z. 0 Shop drawings 0 Copy of letter DATE NO. 4-17-r? I . O Prints O Plans O Samples D Specifications D Change order ~ gero~T DESCRIPTION /-ff£).R,t:/~ CA C ;:.?€FbR.T F,o/Z..', TYP€ .l27 A/J.LJJ YS/C:::: o,C €71ST ?I./IC..Cer ,,4,,U,CJ U ,,Ul:) /ZTB 7u.)e;e-2..) 3 ,;.t TH-ff;{ 4-3 f:'.-D . THESE ARE TRANSMITTED as checked below: D For approval ~ For your use ~As requested D Approved as submitted D Approved as noted O Returned for corrections 0 Resubmit __ copies for approval 0 Submit __ copies for distribution D Return __ corrected prints D For review and comment O -------------------- 0 FOR BIDS DUE ________ l9 ___ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS-_IS.!'2.1::~--,-------,,--------------------------PLeflsE 61()€ ~ ,4 64tcC 0/J(;€ =~,~~-/1oc~.~'----,,..::_/;_>~c,:"::_~"'-"'-------lf-,-nc-/os-u-"'-'-"-"-ot-as-n-ote_d_, --=~~ ---=-============================================================== SUB-BASIN FLOW RATES ******************************************************************* (PROPORTION OF BASIN FLOW) BASIN AREA % OF 2YR/24HR 10YR/24HR 100YR/24HR (ACRES) BASIN (CFS) (CFS) (CFS) ******************************************************************* 1 20.7 9.0 0.86 2.24 4.13 2 16.7 7.3 0.70 1.82 3.35 3 28.9 12.6 1.20 3.13 5.78 4 70.7 30.8 2.94 7.65 14.12 5 65.6 28.6 2.73 7.11 13.11 6 18.6 8.1 0.77 2.01 3.71 7 ~ 3.6 0.34 0.89 1.65 TOTAL 229.4 ACRES 9.54 24.85 45.85 TOTAL BASIN FLOW RATE =================================================================== Basin Hydrograoh Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA BASIN ID 83H SBUH HYDROGRAPH DESCRIPTION EXIST. 100 YR BASIN AREA (acres) 229.400 RAINFALL CHOICES RAIN PRECIP ( in) 3. 90 I. TYPE IA TIME INTERVAL< Ml n): 10.00 " TYPE ~- TIME OF CONC (Min): 89.30 3. TYPE 11 RAINFALL SELECTION: 6 4. TYPE !IA ABSTRACT COEFF 0.20 5. TYPE 3 BASE FLOW (cfs) 0.000 6. USER I STORM DUR (hrs) 24. 000 7. KC 7 DAY 8. CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 229.400 acres AREA: 0.000 acres CN 81 .00 CN 98.00 SUMMARY DATA PEAK HYDROGRAPH TIME: 8.33 hrs PEAK HYDRDGR /\PH FL OW : 4 5 . 8 4 86 cf s .,..!f---!.-'J 0"-"0:......,'f.:..IZ.=-_,_f'.!:EA::.:...:.:..\<..:;......;'F-:-=L;;,O;.:v-->=-- TO T AL HYDROGRAPH VOL: 38. 9539 ac-f t ii-J>...-E. HOME ENO Fl:Find F2:New F3:Get Pgup Pgdn F6:Co~pute F7: F8:Method F4:Tc-Calc FS:Delete F9:Te~plate Fi0:Eeit Fi le Bas 1 n Hydrograph Storage Discharge level pool 3 INPUT. MODIFY OR BROWSE DATA BASIN IO BIH SBUH HYOROGRAPH l)ESCRIPTION AREA {acres} EXIST. 2 YR. BASIN 229.400 RAINFALL CHOICES RAIN PRf'CIP <in) TIME INTERUI\LIMinl: TIME OF CONC (Mini: RA !NF/ILL SELECT I ON: I\BSTRI\CT COEFF 81\SE FLOW (cf s I STORM DUR ( hrs I PERV !OUS PARCEL /\REA: 229.400 acres CN 81. 00 SUMMARY DAT/\ 2.00 10.00 89.30 6 0.20 0.000 24.000 IMPERVIOUS PARCEL AREA: 0.000 acres CN 98.00 1. TYPE IA ry .. TYPE 3. TYPE II 4. TYPE I I A 5. TYPE 3 6. USER I 7. KC 7 DAY 8. CUSTOM PEAK HYDROGRAPH TIME: 10.67 hr·s PEAK HYDROGR/\PH FLOW: 9.5442 cfs z <t ..e. 9 €A I:;:.. 'f=. (, 0 r.D ... 3 TOTAL HYDROGRI\PH VOL: 1 I .5569 ac-ft HOME ENO Fl:Find F2:New F3:Get F4:Tc-Calc FS:Delete Pgup Pgdn F6:CoMpute F7: FB:Method F9:TeMplate F10:Exit File Basin Hydrograph BASIN DESCRIPTION INPUT. ID 82H EXIST. 10 Storage Discharge Level pool MODIFY OR BROWSE 01\TI\ SBUH HYDROGRI\PH YR. BASIN RATE: /\REI\ ( acres I RAIN PRECIP Cini TIME INTERVI\LIMinl: 229.400 2.90 10.00 89.30 6 0.20 0.000 RI\INFI\LL CHOICES 1 • TYPE Ill TIME OF CONG IMin): RAINFALL SELECTION: ABSTRACT COEFF BASE FLOW I cfs) STORM DUR C hrs) PERV !OUS PARCEL 24.000 IMPERVIOUS PARCEL 2. TYPE I 3. TYPE II 4. TYPE III\ 5. TYPE 3 6. USER 1 7. KC 7 DAY 8. CUSTOM /\REI\: 229.400 acres /\REA: 0.000 acres CN 81. 00 CN 98.00 SUMMARY DATA PEAK HYDROGR/\PH TIME: 8.67 hrs .t) PEAK HYDROGRAPH FLOW: 2 4 . 8480 cf s ~....._.,_ __ .....,.l-=:O;.._'fc.:£.=-......JC1-:e:A:;.<..;:,..:k::...=,...1F-=L.;.:,O'--'W=- TOT I\L HYOROGRAPH VOL: 23.6493 ac-ft 'f/...1,,:,E: HOME ENO Ft:Find F2:New F3:Get Pgup Pgdn F6:CoMpute F7: FS:Method F4:Tc-Calc FS:Delete F9:TeMplate Ft0:Exit f tl e 5 8a.::.1n Storage 01scharge Level pool SHEET FLOW CALCULATOR ~ INITIAL 300 FEET DES Mannings Sheet Flow ..... : 0.1700 ARE Flow Length !ft! ........ : 300.00 RAJ 2 yr 24 hr ralnfall (1n): 2.00 TIM Land Slope (ft/ft) ...... : 0.0050 TIM COMPUTED TRAl1EL TIME IMlnl: 57.44 RA! TYPICAL MANNINGS VALUES FOR INITIAL 300 FT ABS BAS Smooth Surfaces .................................. : 0.011 STO Fallow F1elds of Loose Soil Surface .............. : 0.05 Cultivated Soil with residue cover (s(=0.2 ft/ft): 0.06 PER Cultivated Soil with residue cover (s>0.2 f\/f\).: 0.17 ARE Short prairie grass and lawns .................... : 0.15 CN Dense grasses ................................ , ... : 0.24 BerMuda grass .................................... : 0. 41 Range (natural I •• , ••••••••••••••••••••••••••••••• : 0.13 PEA Woods or forest with light underbrush ............ : 0.40 PEA Woods or forest with dense underbrush ............ : 0.80 TOT F10Key: QUIT Pg F5Key: CLEAR Fl le 3 5 Basin HydroQrap h Stora11e Discharge DES Flow Length <ft) ... : ARE Land Slope I ft/ft I.: RAI Kc, Velocity Factor: CHANNEL FLOW CALCULATOR 580.00 0.0050 17.0 Level pool TIM TIM RA! COMPUTED TRAVEL TIME (Mini: TYPICAL VELOCITY FACTOR VALUES ABS InterMittent Flow -R=0.2 HOICES y ete it 8.04 BAS Forested swale w/ heavy ground litter (n•0.101 .......•.....•... : 5 STD Forested drainage course/ravine w/ defined channel bed ln•0.50): 10 Rock-lined (n•0.0351 ... : 15 Grassed (n•0.030) ... : 17 PER Earth-llned (n=0.025) .. : 20 CMP pipe (n=0.024) .. : 21 ARE Concrete pipe ln=0.0121: 42 other .......... : 0.508/n CN Continous Flow -R=0.4 Meandering streal'I w/ so/Yle pools (n=0.040 ) ...................... : 20 Rod-lined stream ln=ll.035) .................................... : 23 PEA Grassed-lined stream ln=0.030) ................................. : 27 PEA Other streams, Man-Made channels and pipe ................. : 0.807/n TOT F 10Key: QUIT Pg F5Key: CLEAR Tc t:.J;J..J: · M'SttJ '\HE: 457.+4- 4 8,of f71f€ R.oc.v "TlH€ ~?:~ it>1A'-Tc. T1KE, ~ 8°1°--to I I i I I I I I I I ! I I 1 2 3 12''! I ' 13 I ' I .. ' 14 I I + ' I 15 ! I • ' ,a I ' • 17.L ,a ! • I 19 ! ' .. 4 -n 200' ~ ,l gr r :1 .................................. ............................ ,_ ........... , ............. _, __________________ , ........................... _ ....... , ... _ .. ___ , ... , ............ _ .. _________ ................................................................... . [<-t ... !.] Nooe [PgUp) Enlarge [Space) Label's [PgDnl Reduce [Ho"'e J Ileset tI:sc] Exit 2-YEAR DESIGN STORM STORM SEWER TABULA Tl ON ATA FILE: 91407 .ST3 RAINFALL FILE: CHART6.RN3 PRINTED: 04-16-1992 2 YEAR DESIGN STORM Q CIA J 0. 000/ ( Tc + 0. 100 I .. 0 LINEl INC :RNOFFl INC SUM TIME :RNFAL:TOTAL FLOW tPIPE :SIZE: PIPE :PIPE No. AREA ICOEFF! C•A C•A CONC : INT I : Q=CA• I , l\dQ:CAP lHT/1.Jl LEN :SLOPE (ACI : (CI (MIN):<!PH>: ( CFS i l (CFS): ( IN): (FT l ( % ) 11 0.0 10.00 0.0 0.0 0.0 0.001 0. 77 9.5[ 21 443 0.36 0.00 0.8: 2! 10 0.0 :0.00 0.0 0.0 2.5 0.00: 36. 77 10. 2: 21 233 0.41 0.00 36.01 21 9 0.0 :0.00 0.0 0.0l 3.8 0.00: 36. 77 13.61 24 300 0.36 0.00 0.0: 24 8 0. 0 :0.00 0.0 0.0l 5.4 0.00: 36.77 13.21 30 617 0. 10 0.00 0.0: 30 7 0.0 :0.00 0.0 0.0: 8.9 0.00: 36. 77 76.6: 36 233 I .31 1 0.00 0.01 36 6 0.0 10.00 0.0 0.0: 10. I 0.00: 36. 77 0.01 36 126 l -1 .65 0.00 0.0[ 36 5 0.0 10.00 0.0 0.0: 10.8 0.00: 36. 77 19.31 48 170 0.01 0.00 0.0/ 48 4 0.0 0.00 0.0 0.0: 11 .8 0.001 37.87 20. 1: 36 t 1414 0.09 0.00 1. 2: 36 3 0.0 0.00 0.0 0.0: 19.6 0.001 44.68 ss.s: 60 395 0.04 1 0.00 0.7t 60 2 0.0 /0.00 0.0 0.0: 21.8 0.00: 45.54 ss.s: 60 375 0.04 0.00 0.9: 60 0.0 10.00 0.0 0.0t 23.8 0.00: 45.54 56.2/ 60 43 0.04 0.00 0.0: 60 ----! 19 0.0 !0.00 0.0 0.0: 0.0 0.00: 0.34 4. 1: 12 380 1 .35 0.00 0.31 12 18 0.0 :0.00 0.0 0.0: 2. 1 0.00: 0.34 3.91 ts 222 0.36 0.00 0.0: 15 17 0.0 :0.00 0.0 0.01 3.3 0.001 3.07 21. 2: 36 139 0. 10 0.00 2.7: 36 STORM SEWER TABULATION (contlnued; DATA FILE: 91407.ST3 RAINFALL FILE: CHAR16.RN3 PRINTE.D: 04-16··1992 2 YEAR DESIGN STORM Q CIA 0.000/ ( Tc + 0. 100) . 0 LINE: INC lRNOFFl INC SUM TIME :RNFAL:TOTAL FLOW :PIPE ISIZE: PIPE :PIPE No. AREA :coEFF: C•A C•A CONC : INT I I Q=CA + l , DFQ:CAP /HT /W ,1 LEN !SLOPE I AC) ' ( C) (MJN):(!PH): ICFS) : (CFS l: ( IN): !FT) ( r. ) ' 16 0.0 :0.00 0.0 0.0: 4. 1 0.00: 3.07 35.41 48 330 0.06 0.00 0.0: 48 15 0.0 :0.00 0.0 0.0 6.0 0.00: 3.07 45.7: 54 500 0.05 0.00 0.0: 54 14 0.0 :0.00 0.0 0.0 8.7 0.00: 3.07 55.9: 60 500 0.04 0.00 0.01 60 13 0.0 :0.00 0.0 0.0 11 .5 0.001 6.01 55.9: 60 500 0.04 0. 00 2. 91 60 12 0.0 10.00 0.0 0.0t 14.3 0.00: 6 .01 56.3: 60 150 0.04 0.00 0.0: I 60 LINE Qact Qcap HT urn HGON HGUP DNLN INV ON INV UP < cf s) ( cfs) < in) ( in) (ft) (ft) (ft) ( ft) 1 45.S 56.2 60 60 11.58 11.59 End 5.49 5.51 2 45.5 55.5 60 60 11. 68 11. 79 1 5.51 5.68 3 44.7 55.6 60 60 11 .87 1 I. 99 2 5.68 5.86 4 38.0 20. 1 36 36 12.07 16.66 3 5.86 7.15 5 36.8 19.3 48 48 18.00 18. 11 4 7. 15 7. 18 6 36.8 0.0 36 36 18.24 18.63 5 7.18 5.08 7 36.8 76.6 36 36 19.05 19.76 6 5.08 8. 15 8 36.8 13. 2 30 30 20. 18 25. 14 7 8.40 9.04 9 36.8 13.6 24 24 26.88 34.81 8 9.48 10.57 10 36.8 10.2 21 21 39.07 51 .62 9 10. 39 11. 36 11 0.8 9.5 21 21 55.25 55.27 10 11.63 13.23 12 6.0 56.3 60 60 12.07 12.07 3 5.86 5.93 13 6.0 55.9 60 60 12.07 12 .08 12 5.93 6. 16 14 3. 1 55.9 60 60 12.08 12.08 13 6. 16 6.39 15 3.1 45.7 54 54 12 .08 12.08 14 s. 39 6.66 16 3.1 35.4 48 48 12 .08 12 .08 15 6.66 6.86 Cale Option= 1 Surcharge Box Circular Graphics ,iode = EGA I) Screen 2) Printer 3) Screen plot {PgUpl [PgOnl [Escl Menu Z Y,e STORM SEIJER DESIGN I ANAL YSl S Return Period= 2 Yrs Rainfall file: CHART6 Run Date: 04-16--1992 File: 91407.SB LINE 1 / Q • 45.54 /HT• 60 / WID = 60 / N • .013 IL= 43 / JLC = 1 1 I Outfall HGL 11.58 11.59 DEPTH INVERT DNSTRM UPSTRM 60.00 60.00 Drainage area (ac) Runoff coefficient Ti~e of cone (~in) ~ Inlet ti"e ("in) Intensity (in/hrl Cul'lulative C•A Q =CA• I (cfsl Q catch"ent (cf5) = Q carryover (cfs) • Q captured (cfs) = Q bypassed (cfs) • 0.00 0.00 23. 92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.49 5.51 VEL 2.32 2.32 EGL 11. 66 11. 68 T WID COVER 0.00 NIA 0.00 5.48 AREA 19.63 19.63 Slope of invert ( X) 0. 0465 Slope energy grade line (X) • 0.0306 Critical depth (in) Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 22.59 16.00 1.08 0.00 56.17 0.00 0.0000 = 0.0000 NIA LINE 2 / Q = 45.54 /HT= 60 / UIO = 60 / N = .013 / L • 375 / JLC • 1 2 / ONLN • HGL 11 .68 11. 79 DEPTH INVERT DNSTRM UPSTRM 60.00 60.00 Drainage area <ac) = Runoff coefficient• Til'le of cone (~in) • Inlet ti"e ("in) • lntensi ty (in/hr) • Cul'lulattve C•A • Q = CA • I < cfs > Q catch"ent (cfsl Q carryover (cfs) Q captured ( cf5 l Q bypassed ( cf s) 0.00 0.00 21. 84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.51 5.68 VEL 2.32 2.32 EGL 11. 76 11. 87 T UID COVER 0,00 5.48 0.00 5.5 AREA 19 .63 19.63 Slope of invert (X) Slope energy grade line (X> Critical depth (in) Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.0453 • 0.0306 22.59 16. 18 1. 11 0.86 55.46 0.00 0.0000 = 0,0000 NIA LINE 3 IQ= 44.68 /HT= 60 / WID = 60 / N = .013 IL= 395 / JLC = I 3 I DNLN • 2 HGL DEPTH INVERT DNSTRM lJPSTRM 11.87 60.00 11.99 60.00 Drainage area (ac) c Runoff coefficient* TiMe of cone (~in) • Inlet ti~e (~in) Intensity Cin/hr) Cu.,ul ati ve C•A Q =CA• I (cfs> Q catch~ent Ccfs) Q carryover Ccfs) Q captured (cfs) Q bypassed (cfs) = 0.00 0.00 19.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.68 5.86 VEL 2.28 2. 28 EGL 11. 96 12.07 T IJID COVER 0.00 5.5 0.00 4.63 Slope of invert Cl) AREA 19.63 19 .63 = 0.0456 Slope energy grade line(%)• 0.0294 Critical depth (in) 22.38 Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • • 15.50 1. 13 0.70 55.60 • 0.00 = 0.0000 = 0.0000 NIA LINE 4 / Q = 37.97 /HT• 36 / IJIO • 36 / N • .013 IL• 1414 / JLC • 3 4 / DNLN • 3 DNSTRM UPSTRM HGL 12.07 16.66 Drainage area (acl Runoff coefficient Ti"e of cone (~in) Inlet tiP1e C~in) Intensity (in/hr) Cu.,ul ati ve C•A Q =CA• I (ch) DEPTH INVERT 36.00 36.00 5.86 7. 15 = 0.00 -0.00 -11. 79 -0.00 • 0.00 0.00 0.00 Q catchl'lent (cfs) • Q carryover (cfs) c Q captured (cfs) 0.00 0.00 0.00 0.00 Q bypassed ( cfs) VEL 5.37 5.37 EGL 12 .52 17.10 T IJID COVER AREA 7.07 7.07 Slope of invert 0.00 0.00 ( X) Slope energy grade line Critical depth Cin) 6.63 5.84 ( %) Natural ground elev. (ft) UpstreaP1 surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • 0.0912 = 0. 3242 -23.56 -16.00 6.51 1.20 -20. 14 0.00 = 0.0000 = 0.0000 N/A LINE S / Q = 36. 77 / HT = 48 / WIO = 48 / N = . 013 / L • 170 / JLC • 1 ------------------------------------------------------------------------ S / ONLN = 4 HGL DEPTH INVERT DNSTRM UPSTRM 18.00 48.00 18.11 48.00 7. 1 S 7. 18 Drainage area Cac) = Runoff coefficient Ti~e of cone (Min)= Inlet ti~e (~in) Intensity (in/hr) CuPtulative C•A Q =CA• I (cfs> Q catch~ent (cfs) = Q carryover (cfs) Q captured (cfs> Q bypassed (cfs) 0.00 0.00 10.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 2.93 2.93 EGL 18. 13 18.24 T W!D COVER 0.00 4.84 0.00 6.41 Slope of invert (X) AREA 12.56 12.57 0.0180 Slope energy grade line (X) = 0.0655 Critical depth (in) 21.52 Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q (cfs) Line capacity (cfs) 17.60 6.93 0.00 19. 27 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft> Cross slope (ft/ft) Ponding width (ft) 0.00 = 0.0000 0.0000 N/A ------------------------------------------------------------------------ LINE 6 / Q = 36.77 /HT= 36 / UID = 36 / N = .013 / L ~ 126 / JLC = I ------------------------------------------------------------------------ 6/DNLN=S HGL DEPTH INVERT DNSTRM UPSTRM 18.24 18.63 36.00 36.00 Drainage area (ac) • Runoff coefficient• TiMe of cone (Min)• Inlet tiMe (Min) Intensity (in/hr) CuMulative C§A Q •CA• I (cfs> Q catchMent (cfs) Q carryover (cfs) • Q captured (cfs) Q bypassed (cfs) 0.00 0.00 10. 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.18 5.08 VEL 5.20 5.20 EGL 18.66 19 .05 T UID COVER 0.00 7.41 0.00 9.42 AREA 7.07 7.07 Slope of invert(%) =-1.6671 Slope energy grade ltne (%) -0.3040 Critical depth ( in) Natural ground elev. (ft) UpstreaM surcharge (ft) Additional Q (cfsl line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 23. 19 17.50 10.55 0.00 0.00 • 0.00 • 0.0000 = 0.0000 NIA ------------------------------------------------------------------------ LINE 7 / Q = 36.77 /HT= 36 / W!D = 36 / N = .013 / L = 233 / JLC = 1 ------------------------------------------------------------------------- 7 / DNLN = 6 HGL DEPTH INVERT DNSTHM UPSTRM 19.05 19.76 36.00 36.00 Drainage area (ap) = Runoff coefficient= Ti~e of cone (P1in) = Inlet ti~e (~in) Intensity {in/hr) • CuPtulative C•A Q • CA • I < cfs) = 5.08 8. 15 0.00 0.00 8.85 0.00 0.00 0.00 0.00 --------------------------- Q catchP1ent (ch) -0.00 Q carryover ( cfs) • 0.00 Q captured < cfs) -0.00 Q bypassed ( cfs) = 0.00 VEL 5.20 5.20 EGL 19.47 20. 18 T WID COVER 0.00 0.00 Slope of invert(%) 9.42 6.35 Slope energy grade line{%) Critical depth (in) Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q {cfs) Line capacity (cfs) AREA 7.07 7.07 1. 3176 = 0. 3040 = 23.19 17.50 = 8.61 0.00 76.56 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.00 0.0000 = 0.0000 N/A ------------------------------------------------------------------------ LINE 8 / Q • 36.77 /HT• 30 / WID • 30 / N • .013 / L = 617 / JLC • Z ------------------------------------------------------------------------ 8 / DNLN • 7 HGL DEPTH I NV ERT ONSTRM UPSTRM 20. 18 25. 14 30.00 30.00 8.40 9.04 Drainage area (ac) • Runoff coefficient• Ti"e of cone (Minl • Inlet tiMe (~in) Intensity (in/hr) Cu~ulative C•A • Q • CA • I < cfs > • Q catch~ent (cfs) • Q carryover (cfs) = Q captured Ccfs) Q bypassed (cfs) = 0.00 0.00 5.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 7.49 7.49 EGL 21 .05 26.01 T WID COVER 0.00 6.6 0.00 7. 16 Slope of invert(%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea~ surcharge Cftl Additional Q Ccfsl Line capacity (cfs) AREA 4.91 4. 91 • 0. 1037 0.8040 24.31 18. 70 13.60 • 0.00 = 13.21 ------------------------------------ Inlet length {ft) Gutter slope {ft/ft) Cross slope {ft/ft) Ponding width (ft) • 0.00 • 0.0000 0.0000 • N/A ------------------------------------------------------·------------------ • LINE 9 / Q = 38.TI /HT= 24 / W!D = 24 / N = .013 / L = 300 / JLC = Z 9 / DNLN = 8 HGL 26.88 34.81 DEPTH INVERT DNSTRM UPSTRM 24.00 24.00 9.48 10.57 Drainage area (ac) Runoff coefficient Ti~e of cone (~in) = Inlet ti"'e (,.,in) Intensity ( in/hr) Cur1ulative C•A Q = CA • I < cfs) Q catch,.,ent ( cf s) Q carryover (cfs) Q captured (cfs) = Q bypassed ( cf s l = 0.00 0.00 3.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 11. 71 11. 70 EGL 29.01 36.94 T W!D COVER 0.00 7.22 0.00 6.93 AREA 3.14 3. 14 Slope of invert <X) Slope energy grade line (X) Critical depth (in) Natural ground elev. (ft) Upstrea"' surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.3633 = 2.6435 23.49 = 19.50 22.24 0.00 13.63 0.00 0.0000 = 0.0000 N/A LINE 10 / Q • 36.77 /HT• 21 / WID = 21 / N = .013 / L • 233 / JLC • 1 10 / DNLN = 9 HGL 39.07 51 .62 DEPTH INVERT DNSTRM UPSTRM 21.00 21.00 10.39 11.36 Drainage area {ac) ~ Runoff coefficient= Ti"'e of cone (,.,in)= Inlet ti"'e (,.,in) Intensity (in/hr) • cu,.,ulative C•A Q •CA• I (cfs) 0.00 0.00 2.46 0.00 0.00 0.00 0.00 Q catch,.,ent (cfs) = 0.00 Q carryover (cfs) 0.00 Q captured (cfs) 0.00 Q bypassed (cfs) 0.00 VEL 15.29 15. 29 EGL 42. 70 55.25 T W!D COVER AREA 2.40 2.41 0.00 0.00 Slope of invert (Xl 7.35 6.49 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea"' surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.4163 = s. 3890 20.89 • 19, 60 38.51 36.00 10. 22 0.00 0.0000 0.0000 = NIA LINE 11 I Q = 0.77 /HT= 21 / UID = 21 / N = .013 IL= 443 / JLC = 3 ------------------------------------------------------------------------ 11 / DNLN = 10 HGL DEPTH INVERT DNSTRM UPSTRM 55.25 21.00 55.27 21.00 11.63 13. 23 Drainage area (ac) Runoff coefficient Ti~e of cone (~in) ~ Inlet liMe (Min) = Intensity ( in/hr) Cu111ulat i ve C•A Q =CA• I (cfs) Q catch~ent (cfs) Q carryover {cfs) Q captured (cfs) Q bypassed (cfs) = 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0. 32 0. 32 EGL 55.25 55.27 T WID COVER 0.00 6.22 0.00 4.72 Slope of invert (X) Slope energy grade line (X) Critical depth (in) Natural ground elev. (ft) UpstreaM surcharge (ft) Additional Q (cfsl Line capacity (cfsl Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) AREA 2 .40 2.41 0. 3612 = 0.0034 3.86 19.70 • 40.29 = 0.77 • 9.52 • 0.00 = 0.0000 = 0.0000 N/A ------------------------------------------------------------------------ LINE 12 / Q • 6.01 /HT= 60 / UID • 60 / N = .013 / L • 150 / JLC • 1 ------------------------------------------------------------------------ 12 / ONLN = 3 HGL DEPTH INVERT DNSTRM UPSTRM 12.07 12.07 60.00 60.00 Drainage area (ac) • Runoff coefficient• Ti~e of cone (~in) • Inlet ti~e (Min) • Intensity (in/hr) • Cu~ulative C•A ~ Q =CA• I (cfs) • Q catchMent (cfs) Q carryover (cfsl Q captured (cfs) Q bypassed (cfs) = 0.00 0.00 14.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.B6 5.93 VEL 0. 31 0. 31 EGL T IJID COVER 12 .07 12.07 0.00 0.00 Slope of invert (X) 4.63 S.B6 Slope energy grede line (X) Critical depth (in) Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ftl Cross slope (ft/ft) Ponding width (ft) AREA 19.63 19 .63 • 0.0467 = 0.0005 B. Z 1 16.80 = 1. 14 0.00 • 56. 27 = 0.00 • 0.0000 • 0.0000 N/A ------------------------------------------------------------------------ LINE 13 / Q = 6.01 / HT= 60 / WJO = 60 / N = .013 / L = S00 / JLC • 1 ------------------------------------------------------------------------- 13 I DNLN = 12 HGL DEPfH INVERT DNSTRM UPSTRM 12.07 60.00 12.08 60.00 Drainage area {ac) = Runoff coefficient= Ti~e of cone (~in)• Inlet tiMe (~in) = Intensity (in/hr) CuMulative C•A Q =CA• I (cfsl Q catch~ent (cfs) Q carryover (cfs) Q captured (cfs) • Q bypasoed (cfs) 0.00 0.00 1 I. 51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.93 6. 16 VEL EGL T WJO COVER 0. 31 12 .08 0.00 5.86 0. 31 12 .08 0.00 4.94 Slope of invert ( ") Slope energy grade line ( ,: ) Critical depth (inl Natural ground elev. {ft) Upstrea~ surcharge (ft) Additional Q ( cf s l Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cros6 slope (ft/ftl Ponding width (ftl AREA 19.63 19.63 0.0460 0.0005 8.21 -16. 10 0.92 2.94 55.86 = 0.00 • 0.0000 • 0.0000 N/A ------------------------------------------------------------------------ LINE 14 / Q • 3.07 /HT• 60 / UID = 60 / N = .013 / L • 500 / JLC • 1 ------------------------------------------------------------------------ 14 / ONLN = 13 HGL DEPTH INVERT ONSTRM UPSTRM 12.08 60.00 12.08 60.00 6. 16 6.39 Drainage area (ac) • Runoff coefficient= Ti~e of cone (~inl • Inlet ti~e (~inl Intensity (in/hrl Cu~ulative C•A Q = CA • I ( cf s l Q catch~ent (cfs) = Q carryover Ccfsl Q captured (cfs) = Q bypassed C cf s) 0.00 0.00 8.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0. 16 0.16 EGL 12 .08 1 Z .08 T urn COVER 0.00 4.94 0.00 5.21 Slope of invert CX) Slope energy grade line (X) Critical depth (in) Natural ground elev. (ft) Upotrea~ surcharge (ft) Additional Q (cfsl Line capacity (cfsl Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) AREA 19 .63 19.63 = 0.0460 = 0.0001 5.87 16.60 0.69 0.00 55.86 • 0.00 = 0.0000 • 0.0000 NIA ------------------------------------------------------------------------ LINE 15 / Q = 3.07 /HT= 54 / WIO = 54 / N = .013 / L = 500 / JLC = 1 ------------------------------------------------------------------------ 15 / DNLN = 14 HGL DEPTH INVERT DNSTRM UPSTRM 12.08 54.00 12.08 54.00 Drainage area (ac) c Runoff coefficient= TiMe of cone (Min)= Inlet til'le ll'linl Intensity lin/hr) Cul'lulative C•A Q •CA• I lcfs) Q catchl'lent (cfo) Q carryover (cfs) • Q captured (cfs) = Q bypassed (cfs) 0.00 0.00 5.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6. 39 6.66 VEL 0. 19 0.19 EGL 12 .08 12.08 T WIO COVER 0.00 5.71 0.00 5.44 Slope of invert (%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstreal'I ourcharge (ft) Additional Q lcfsl Line capacity (cfsl AREA 15.90 15. 90 = 0.0540 = 0.0002 6.03 16.60 = 0.92 0.00 45.70 ------------------------------------ Inlet length <ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding uidth (ft) 0.00 = 0.0000 0.0000 N/A ------------------------------------------------------------------------ LINE 16 / Q = 3.07 I HT• 48 / WID = 48 / N = .013 / L • 330 / JLC • 1 ------------------------------------------------------------------------ 16 / DNLN • 15 HGL DEPTH INVERT ONSTRM UPSTRM 12.08 12.08 48.00 48.00 Drainage area (ac) • Runoff coefficient• Ti~e of cone (Min)• Inlet ti~e (l'lin) • Intensity (in/hr) • Cul"lulative C•A Q • CA • I ( ch I Q catchl'lent (cf•> Q carryover (cfs} Q captured (cfsl Q bypassed ( cf s) = 0.00 0.00 4. 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.66 6.86 VEL 0.24 0.24 EGL 12 .08 12 .08 T WIO COVER 0.00 0.00 Slope of invert(%) 5.94 5.74 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstreal'I surcharge (ft) Additional Q (cfs) Line capacity (cf&) AREA 12.56 12.57 • 0.0606 • 0.0005 6.22 = 16. 60 1.22 0.00 35.36 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding uidth (ft) 0.00 = 0.0000 • 0.0000 • N/A ------------------------------------------------------------------------ LINE 17 I Q = 3.07 I HT= 36 I W!D = 36 I N • .013 / L = 139 I JLC = I 17 I DNLN = 16 HGL 12.08 12 .09 DEPTH INVERT ONSTRM UPSTRM 36.00 36.00 6.86 7.00 Drainage area (ac) c Runoff coefficient= Ti~e of cone (~in) = Inlet ti~e (~in) Intensity (in/hr) Cul"lulative C•A Q•Cfl•I(cfs) Q catch~ent (cfs) Q carryover (cfs) ~ Q captured ( cfs) Q bypassed ( cf s) 0.00 0.00 3.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0.43 0.43 EGL 12 .09 12.09 T WID COVER AREA 7.07 7.07 0.00 6.74 0.00 6.5 Slope of Invert (X) Slope energy grade line (X) Critical depth ( in) Natural g~ound elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0. 1007 0.0021 6. 70 16.50 2.09 z. 73 21. 17 0.00 • 0.0000 0.0000 N/A LINE 18 / Q = 0.34 / HT• 15 / WIO • 15 / N = .013 / L = 222 / JLC • 1 18 / DNLN = 17 HGL 12.09 12. 10 DEPTH INVERT ONSTRM UPSTRM 15.00 15.00 7.00 7.80 Drainage area (ac) = Runoff coefficient• Ti"e of cone ("in)• Inlet ti~e ("in) Intensity (in/hr) Cu"ulative C•A Q • CA • I ( cf s l • Q catch"ent ( cf s) Q carryover (cfs) Q captured (cfs) Q bypassed (cfs) 0.00 0.00 2. 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0.28 0.28 EGL 12. 09 12. 10 T l,JIO COVER 0.00 8.25 0.00 7.05 AREA 1 .23 1. 23 Slope of invert (X) Slope energy grade line (X) Critical depth (in) Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • 0.3604 = 0.0028 • 2.80 = 16. 10 3.05 0.00 3.88 0.00 0.0000 0.0000 NIA LINE 19 / Q = 0.34 I HT• 12 / IJIO = 12 / N • .013 / L • 380 / JLC = 1 ------------------------------------------------------------------------ 19 / DNLN = 18 HGL DEPTH INVERT ONSTRM UPSTRM 12.10 13.26 12 .00 2.97 Drainage area (ac) = Runoff coefficient Ti~e of cone (~in) : Inlet ti~e (~in) Intensity (in/hr) Cu~ulative C•A Q =CA• I <cfsl Q catch~ent (cfsl Q carryover (cfsl Q captured (cfs) • Q bypassed (cfs) • 7.80 12. 93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0.43 2.25 EGL 12. 10 13.33 T IJIO COYER 0.00 7.3 10.35 3.67 Slope of invert (%) AREA 0.79 0. 15 1. 3500 Slope energy grade line(%)= 0.3043 Critical depth (in) 2.97 Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q (cfs) Line capacity (cfsl 17.60 0.00 0.34 4.14 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 0.00 0.0000 = 0.0000 = N/A ------------------------------------------------------------------------ N ~ Elei,' (ft) • ·u·." ... ·g· .. ...... ...... · ·1n·e · · 9 8901· ---'--'-----'-'--~~~~~~~~~ 824-I•. HGL . ·1· ~s~ . I ----------1[J 19.2 ._c_j -----N G ---~----·~~~~~ 12.6:~I 50 3 0 0 ' @ 3 6 3 % " ;:,., . "6•4 • . • "" • • 12" • • • 1"0 • . · 192 · • • 22" • • • 2"" · ·2xe· ·0 ·20· . '.J ~\!:. : . . · · : ~ : : r,:;o: · : "i · . : : : : : ".t: : . vv· v : ·:J · 3ta (ft) ('l ~ Elev(ft) Line 10 ••• > ••• , • . ' 1Q' m2 ~ . 456 ~" 9 ". 0D. : ,-'-' 26.$: 166 :1= HG L NG 70. · 1 2 3 3. @ • ) R% I . • ,1 . -1 , · · ·I · · · -I · · · · -I · · · · · ·I · · · · · 1 · I · ·I · . · 0 '"'" " ' 50 · " = " '"Ol ' ' ' 1""'' ' ' "" · · · :-"'-' , : : ... · . : : l:C., : , : :I : : : "-SI: · · :IV 77 '' '"'v00=' ·227', ,,;,r:;3: ... "' '-· . . _ ..... Sta (ft}. · Elev(ft) ··•••• Line• 11 57 0 :-~---'---'-'-'-C----'-~-'-'--'-'C--'-'..U'-"C..C-'--'--'-'-'-'-'--C--"-'-'--'-'---'---~ 474 · • · 378 28.2 1B 6 ·~ _____________ J_ G : :J -----------------· -D 90 I ., , ... , ... , ,.4.4.~.· @, a.l!\.1?~ ., I 0 . •Aa . . r.'J ; : . :""t'-J.:.: ::::J:.:.'.; 138 • 186 : 231 • 27T :324 • 370 · 416 · 462 . . . . · • Sta (ft; N ~ N ~ Elev (ft) · Li e 1:2= . n .... ....... 12 ' 18 0~-----'---'---'---'~_:__:_-'-'-'_:__:___c._c._c_;.-'-'-'-_;__;__-'-'-1 15 7 NG 1'2.5 H G L ------------1! ~-----~ ,so· o °''" u 9$ 61: (log· ~~~ A . ]7 . ,:,A : : : :,:; : .... ' ........ Y""t . : :~ 68 ' B5 I ioi = 119 : , 136 153 . 17Q • . . . . . Sta (ft) • -----7':-:"" >- (l:l· w 'IF~~~"-+ 6 ·a:·· I r N :ro:· L0 +--" . . (j'j 0 122 I I I I . .CO I . (D. . I "T ! }~ I "" I " ..J . <!} . :,:: . <::> I I I : I I ···<D·· .:.:~:. ... ro .. Q. .... (,'-,I-. (!) I ! ! I I ::<i.:,:: .... ~ z I I I I I I I :i I I ! 'LJ . lll;'j·· ··O· ......... .. &'5 .. 0 r-lD ~ ~ N ; L. '1n·. e· • : ·1· •4_ • • • • • • ... ' ... . . 14. Elev(ft) 11 O ~-.,c-.....;_;_~~-'-'-'--'-'-''-'-'-'-'-'-'-'-'-'-'--'--'-'-'-.....;_;_.....;_;_.....;_;___;_:___;_:__...:.._ _ __c.._~ 15 7 __J ---------N G 9 $ -ll -------i ·6.l•~'-----------------] 1:<t G:: •I -L..•) .. HG L 5 0 0 ' <§.) -_0_46_% _____ _ 3.0.--1-~~~~~~-~-~-~-~-~-~---1 0 . ~" . 104 .. 156 ... 2"'0 " .. '""0" .. 3'2 ... 354· .. 416 .. 4"0 . 5~0· -0:L; .. ; · . : '. : · · '. : '. · Vv: : : L.v : ; : ~ · : : : · · : ; : : · : ; · . vv= : .. ;;:. : · · . Sta \ft) Elev(ftj · Line 15 • • • 15 190 NG 157---. 125 ~ • HG L g6:: j[____________ --~~~ 500' @ 054% 3.0~~J?T~~~_J 0 !52 • • 104 • • 156 • 208 260 • • S12. • 364 416 • 468 520 . Sta (ft) N ~ Elev(ftj Llrie:16 16 19•--,-'~-'--'-~~~~-'--'--'--'--'--'----'---'-'-'--'----'-'--'--~~~~~~-----, NG N • 16 · . :::~ "6' ________ j 330'@ .061% 4 I · · · · · · · · · · · · · · · · · · · · · · · · · · I ·· I 1 · 1· I J ·J I· l I · . '.' ..... '. . . . . -. ' -. . . . . . ' . . '' . . . . . ' . . . ' . -. -. . . . . . . . . . . · • 0 · • Ba ' • 7:!J • 105 140 75 210 245 • 280• · · 315 350 . . . . . . . . . zaa \ft~ \\I ~ 10-YEAR DESIGN STORM IIIIR fll[: 91107 .S!l llllllfAll f[l[: Cllllilo.illl l"IIKl£0: ot-16·1'192 TD YUiil OCSl611 Sllfll Q • CIR Slllffl SBU IIWJITIIIII I• 5.610/ (le• 0.1001' D.1'l8 P1l£E 1 If 1 LIN[: [HC :RHOrr: IN( : SIii: l!M[ :RHfRUfOIRL fllll :PIP[ :sm: PIP[ :PIP[ :IIVD GRO: U[L :llfD GIiii : IHU[Rl :CIJ!t[HISI Ho. : IIRER :OJErfi C•R : CoA : CDH( :IKI IiNR•I, RdQiCRP IHTt\11 LEH :SLOP[ : SLOPE :UP1DHIUPl0lllll IUPIDOOH 1DrlJKSl!Ell1 LIN( I : (RC): (C): : (M!H)l(!PH>I ICfS) :<CfS>l(IN>I (fl):(%) : (I) :1rm: (fl) : (fl) : 11 O.D :0.00 l 0.0 l o.o: 0.0: o.oo: 2.01 9.5: 21 : Hl I 0.3&1: 0.023: o.e1: 7t,O: 13.23 :J1 0.00 2.0l : 21 t : O.Si: 71.80 I 11.63 I 10 10 n.o :o.on: o.o o.o: 1.s: n.oo: H.01 : 10.1: 11 : 133 0.116: 7.371 :n.8Bt 69.83: 11.36 :10 : 0.00 11.0l : 21 : :17.88: SZ.65 l 10.39 l 9 I 9 D.O ID.DO : 0.0 O.Ot 3.8: 0.001 13.01 t 13.61 11 3DD 0.3631 3.611 113.69: 16.83 I 10.17 19 : D.00 D.Ot : 21 :ll.691 35.!8 9.18 I 8 I 8 0.0 :0.00 0.0 0.0: I.I: 0.00: 13.01 t 13.11 30 617 D.10111.100: 9.761 ll.60 9.0118 I : 0.00 O.OI : 30 I 8. 761 ZD.81 8.iO I 7 7 O.D ID.DO o.n 0.01 9.9: o.oo: 13.01 : 76.61 36 2ll i 1.3191 0.116 : 6.08: 16.23 8.15 17 ' 5 0.0 ID.OU 0.0 :o.oo I I O.DO 0,01 1 36 : 6.09: 2S.16 I 5.118 : 6 o.o 0.0110.1 0.001 11.01 o.o: 36 1 m :-urn 0.116 : ,.oa: 1u9: I : 0.00 D.Ol I 36 I I : 6.09: 2U6 I I 0.0 , 0.0110.8 0.001 13.01 I 19.31 18 : 170 : 0.0181 0.090 I 3,121 23.!8: I 0.00 0.01 : 18 : I 3.121 23.ll I I 5.1111 16 7.18 1 5 I 1.18 15 1.15 : I 1 0.0 10.llll : 0.0 0.0: 11.8 D.OO: 16.H : 20.11 36 11111 I O.D'Jli 0.179 6.531 ,21.81 I 7.15 11 : 0.00 3.11 I 36 l ~.53! 15.08 I S.86 I 3 3 D.O :0.00: 0.0 O.o: 19.6 0.00: 63.61 : 55.61 60 I 395 t 0.0161 0.060 3.211 11.91 5.06 13 l n.oo I.Bl I 60 : 3.211 11.68 1.68 I 2 1 0.0 :o.oo: o.n : o.o: 21.8: 0.001 65.85 I 55.ll 60 I 375 0.0151 0.061 l.l51 II.SO 5.68 :1 : 0.00 2.21 : 6IJ : , l.351 11.16 5.51 : 1 0.0 :0.00 t 0.0 I 0.0: 23.9: 0.001 65.85 : 56.2t 6IJ l 13 0.0171 0.061: 3.3St H.09 S.51 11 n.oo o.o: : ,o: : us: 11.86 s.19 llllltrflLL ----: 19 n.n :n.oo: o.o o.o: o.o I n.oo: o.89 1.1: 12: 390 1.350: n.060: 1.u: 15.50 12.93 :19 o.oo o.9: : 12 : : 1.rn 1s.21 7.eo : 1s 1a o.o :a.on: o.o o.o: 2.1 : o.oo: n.e9 3.9: 11: 221 : o.360: n.019: n.n: 11.21 1.80 11e 0.00 0.0: I 15 l : 0. 73: 15.19 7.00 : t7 11 o.o :o.oo: o.o o.n: l.l: o.oo: e.oo : 21.2: 36: 139 : 0.1011 0.011: 1.rn 11.11: 1.00 m 0.00 1.11 : 36: t 1.13: IS.IS: 6.86: 16 10 Y£. s11111n si:uu Tillll.UIHII! (t001hnued> IWIIR fll[: 111117 .Sll illllflll.l nLI: CIRIT6 .ru PUNTED: OHH!'J1 10 \'£RI! llSI611 Slllll I• 5.'10/ (Tc• 0.100)' 0.198 1'116[ 1 If 1 UH£: INC iRNOffi IHC : SIii: [IM[ iRHfRJ.:TO!Al flllJ :PIP[ :me: P!P[ :PIP[ 111\'D 6RD: U[l ill\'D 6RD : INIJm i[lltl[N!S/ No. : RIIER :com: C•R : C•R : CONC l!HT r:o,cM, ora:CRP :HTt1J: L[N :SLOPE : StDP[ :UP/DNiUP/lJllJN iUP/DllJH iUSTR[ll1 l!HE I : (RC) : (Cl : : (l!!N)l(!PH)i (Cf5) i(CfS>iGN>: (fl) : (%) : m :<rPS>: (fl) : (fl) : 16 o.o io.ou 1 o.o o.o: t1 : a.oo: e.oo : 35.-t: 1e Bo : o.D61l 0.003: 0.0-1: 1s.1s: ,.s6 :16 0.00 O.Ol r 18 I l 0.611 t5.H : 6.66 l IS I 15 0.0 :0.00 : 0.0 o.o: 6.0 ' 0.001 e.oo : 1S. 1: 51 5DO D.0511 D.001 : D.50: 15.13 I 6.66 : TS 0.00 0.01 I S1 : 0.50: 15. U : 6.31 : ti I II o.o :o.oo 0.0 o.o: e. 1 o.oo: e.oo : 55.li 60 500 0.016: D.001 : D. iii 15.11 : 6.l! 111 I 0.00 o.o: : '° I n.111 15.11 : 6.16 I Tl I 1l 0.0 :0.00 0.0 D.01 11.5 0.001 15.65 l 55.9: 60 I SOD 0.0161 0.001 : 0.801 15.11 I 6.16 :u I ' o.oo ' 7. 71 : 60 : : 0.801 15.ll'J I 5.!l 1 11 I I 11 0.0 :o.oo 0.0 : 0.01 11.l o.oo: 15.65 l 56,l: 60 I TSO D. 017: 0.001 I 0. 801 15.08 : 5.!l JTZ I ' 0.00 ' o.o: I 60 f I I 0.801 15.08 l 5.86 : 3 /OYR. LINE Qact Qcap HT WID HGDN HGUP DNLN INV ON !NV UP ( cf s I (Cf 5) ( in) ( 1 n) ( ft ) ( ft ) I ft J I ft I 65.8 56.2 60 60 14.06 14.09 End 5.49 5.51 2 65.8 55.5 60 60 14.26 14.50 1 5.51 5.68 3 63. 6 55.6 60 60 14.68 14. 91 2 5.68 5.86 4 46. 1 20. 1 36 36 15.08 21 .84 3 5.86 7 .15 5 43.0 19.3 48 48 23.83 23.98 4 7. 15 7. 18 6 43.0 0.0 36 36 24. 16 24.69 5 7. 18 5.08 7 43.0 76.6 36 36 25.26 26. 23 6 5.08 8. 15 8 43.0 l3.2 30 30 26.81 33.60 7 8.40 9.04 9 43.0 13.6 24 24 35.98 46.83 8 9.48 10.57 10 43.0 10. 2 21 21 52.65 69.83 9 10.39 11 .36 11 2.0 9.5 21 21 74.80 74.90 10 11. 63 13.23 12 15.6 56.3 60 60 15.08 15.08 3 5.86 5.93 13 15 .6 55.9 60 60 15.09 I 5.11 12 5.93 6. 16 14 8.0 55.9 60 60 15. 12 I 5. 12 13 6. 16 6.39 15 8.0 45.7 54 54 15. 13 I 5. 13 14 6.39 6.66 16 8.0 35.4 48 48 lS.14 IS. IS IS 6.66 6.86 Cale Option ~ I Surcharge Sox Circular Graphic5 T'lode = E6A 1 ) Screen 2) Printer 3) Screen plot (PgUpl CPgOnl ( Esc l Menu /0 y,,e STORM SEWER DESIGN/ ANALYSIS Return Period~ 10 Yr5 Rainfall file: CHART6 Run Date: 04-16-1992 File: 91407.ST3 LINE t / Q = 65.85 / HT= 60 / UID = 60 / N = .013 / L = 43 / JLC = 1 -----------------------------·------------------------------------------- 1 / Outfall HGL DEPTH INVERT DNSTRM UPSTRM 14.06 60.00 14.09 60.00 Drainage area (ac) = Runoff coefficient= TiMe of cone (~in) ~ Inlet ti~e (~in) Intensity Cin/hr) • CuMulative C•A = Q =CA• I (cfsl Q catch~ent (cfs) Q carryover (cfs) Q captured (cfs) Q bypassed (ch) 0.00 0.00 23. 92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.49 5.51 VEL 3.35 3.35 EGL 14. 23 14.26 T UID COVER 0.00 NIA 0.00 5.48 AREA 19 .63 19.63 Slope of invert (%) = 0.0465 Slope energy grade line(%)• 0.0639 Critical depth (in) Natural ground elev. (ft) UpstreaM surcharge (ft) Additional Q (cfs) Line capacity (cfs) = = • 27.17 16.00 3.58 0.00 56.17 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding ~idth (ft) 0.00 = 0.0000 = 0.0000 N/A ------------------------------------------------------------------------ LINE 2 / Q = 65.85 /HT• 60 / UID • 60 / N • .013 / L • 375 / JLC = 1 ------------------------------------------------------------------------ Z I DNLN = HGL DEPTH INVERT DNSTRM UPSTRM 14.26 60.00 14.50 60.00 5.51 5.68 Drainage srea (ac) ~ Runoff coefficient• TiMe of cone (~in)• Inlet tiP1e (P1in) • Intensity (in/hr> CuMulative C•A R Q = CA • I C cfs) • Q cetchMent (cfs) Q carryover (cfs) Q captured ( cfs) • Q bypassed (cfsl 0.00 0.00 21.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 3.35 3.35 EGL 14.44 14.68 T UID COVER 0.00 5.48 0.00 5.5 AREA 19.63 19.63 Slope of invert(%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) UpstreaPI surcharge (ft) Additional Q (cfs) Line capacity (cfs) • 0.0453 • 0.0639 27.17 16. 18 3.82 2.24 • 55.46 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 0.00 • 0.0000 = 0.0000 N/A ------------------------------------------------------------------------ LINE 3 IQ• 63.61 / HT= 60 / UID = 60 / N • .013 / L • 395 / JLC = 1 ------------------------------------------------------------------------ 3 / DNLN = 2 HGL DEPTH INVERT DNSTRM UPSTRM 14.68 14. 91 60.00 60.00 5.68 5.86 Drainage area (ac) Runoff coefficient Ti111e of cone ( Plin) = Inlet ti"e ("in) = Intensity (in/hr) Cu"ulative C•A Q = CA • I < cf s ) Q catch"ent (cfs) = Q carryover (cfs) Q captured (cfs) Q bypassed (cfs) 0.00 0.00 19.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 3.24 3. 24 ESL 14.84 15.08 T WID COVER 0.00 s. 5 0.00 4.63 Slope of invert (1) Slope energy grade line (ll Critical depth (in) Natural ground elev. (ftl Upstrea" surcharge <ft) Additional Q (cfs) Line capacity (cfs) AREA 19.63 19.63 = 0.0456 = 0.0597 = 26.70 = 15.50 4.05 1 .82 55.60 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 0.00 • 0.0000 = 0.0000 N/A ------------------------------------------------------------------------ LINE 4 / Q • 46.14 /HT= 36 / WID • 36 / N • .013 / L = 1414 / JLC = 3 ------------------------------------------------------------------------ 4 / DNLN = 3 HGL DEPTH INVERT DNSTRM UPSTRM 15.08 21.84 36.00 36.00 5.86 7.15 Drainage area (ac> • Runoff coefficient• Ti"e of cone ("in)• Inlet ti"e (P1in) Intensity (in/hrl • CuP1ulahve C•A Q •CA• I (cfsl • Q catchPlent (cfs) • Q carryover (cfs) Q captured (cfs) • Q bypassed (cfs) • 0.00 0.00 11. 79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL EGL 6.53 15.74 6.53 22.51 T um COVER 0.00 6.63 0.00 5.84 Slope of invert(%) Slope energy grade line (1) Critical depth (inl Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) AREA 7.07 7.07 • 0.0912 • 0.4787 25.97 • 16.00 = 11 . 69 3. 13 20. 14 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • 0.00 • 0.0000 • 0.0000 N/A ------------------------------------------------------------------------ LINE 5 / Q = 43.01 / HT= 48 / WID = 48 I N = .013 / L = 170 / JLC = 1 ------------------------------------------------------------------------ 5 I DNLN = 4 HGL DEPTH INVERT DNSTRM 2 3. 83 48.00 7. 15 lJPSTRM 23.98 48.00 7.18 Drainage area <ac) = Runoff coefficient ~ Ti"e of cone (~in) = Inlet ti,ie (,iin) Intensity (in/hr) Curn1lative C•A Q =CA• I (cfs> Q catch,ient (cfs) Q carryover <cfs) • Q captured ( cfs) Q bypassed (cfs) 0.00 0.00 10.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL EGL T WID COVER AREA 3.42 24.01 0.00 4. 84 12.56 3.42 24. 16 0.00 6.41 12.57 Slope of invert (X) 0.0180 Slope energy grade line (X) = 0.0897 Critical depth (in) 23.27 Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfsl Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ftl = 17.60 12.80 0.00 19.27 0.00 0.0000 0.0000 NIA LINE 6 / Q z 43.01 /HT= 36 / WIO = 36 / N z .013 / L = 126 / JLC = 1 6 / ONLN = 5 HGL 24. 16 24.69 DEPTH INVERT DNSTRM UPSTRM 36.00 36.00 Drainage area (ac) • Runoff coefficient• Tine of cone (Min)• Inlet ti,ie ("inl Intensity (in/hr) Cu,iulati ve C•A Q =CA• I Ccfsl Q catch.,ent (cfs) Q carryover (cfs) Q captured (cfs) Q bypaosed Ccfs) 0.00 0.00 10.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.18 5.08 VEL 6.09 6.08 EGL 24.74 25.26 T l,HD COVER AREA 7.07 7.07 0.00 0.00 Slope of invert (X) 7.41 9 .42 Slope energy grade line (X) Critical depth (in) Natural ground elev. (ft) Upstrea., surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft> •-1.6671 = 0.4160 • 25.08 • 17.50 = 16.61 = 0.00 0.00 0.00 = 0.0000 = 0.0000 N/A LINE 7 / Q = 43.01 / HT = 36 I 1.1!0 = 36 I N • .013 / L = 233 / JLC = I ------------------------------------------------------------------------ 7 / DNLN = 6 HGL DEPTH INVERT DNSTRl1 UPSTRl1 25.26 26. 23 36.00 36.00 Drainage area (ac} Runoff coefficient~ Ti~e of cone (P1in) = Inlet tiP1e (rriin) Intensity (in/hr) Cui,ulative C•A Q =CA• I (cfsl Q catch"ent (cfa) • Q carryover <cfs) Q captured (cfs) Q bypassed ( cfs) 0.00 0.00 8.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.08 8.15 VEL 6.09 6.08 EGL 25.84 26.81 1 I.IID COVER 0.00 9 .42 0.00 6.35 Slope of invert(%) Slope energy grade line (X) Critical depth (in) Natural ground elev. <ft) Upatrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) AREA 7.07 7.07 = 1.3176 • 0.4160 = 25.08 • 17. 50 • 15.08 0.00 • 76.56 0.00 • 0.0000 = 0.0000 = N/A ------------------------------------------------------------------------ LINE 8 / Q • 43.01 I HT• 30 / UID = 30 / N • .013 / L = 617 / JLC • 2 ------------------------------------------------------------------------ 8 / DNLN • 7 HGL DEPTH INVERT DNSTRM UPSTRM 26.81 33.60 30.00 30.00 Drainage area (acl = Runoff coefficient= Ti"e of cone ("inl = Inlet ti~e (P1in) = Intensity (in/hr) • Cu"ulative C•A Q = CA • I <cf•> • 0.00 0.00 5.42 0.00 0.00 0.00 0.00 Q catch"ent (cfs) 0.00 Q carryover (cfs) • 0.00 Q captured (cfs) 0.00 Q bypassed (cfs) = 0.00 8.40 9.04 VEL EGL 8. 76 28.00 8.76 34.79 T U!D COVER 0.00 6.6 0.00 7.16 AREA 4.91 4.91 Slope of invert(%) • 0.1037 (Xl • 1.1000 Slope energy grade line Critical depth (inl Natural ground elev. (ft) Upstrea" aurcharge (ft) Additional Q <cfs) Line capacity (cfs) • 26.55 18.70 • 22.06 0.00 13.21 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.00 = 0.0000 = 0.0000 = N/A ------------------------------------------------------------------------ 10 Yl2.... LINE 9 / Q = 43.01 I HT = 24 I WID = 24 / N • .013 / L = 300 / JLC = 2 9 / DNLN = 8 HGL DEPTH INVERT DNSTRM UPSTRM 35.98 24.00 9.48 10.57 46. 83 24.00 Drainage area <ac> Runoff coefficient= Ti~e of cone (Min) Inlet ti"e ("in) Intensity (in/hr) Cu"ulative C•A = Q •CA• I (cfs) • 0.00 0.00 3.76 0.00 0.00 0.00 0.00 Q catch"ent (cfs) 0.00 Q carryover (cfs) • 0.00 Q captured (cfs) 0.00 Q bypassed (cfs) • 0.00 VEL EGL 13.69 38.89 13.69 49.74 T WIO COVER 0.00 7.22 0.00 6.93 AREA J.14 3. 14 Slope of invert(%) • 0.3633 Slope energy grade line (X) = 3.6168 Critical depth (in) Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfsl Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Croos slope (ft/ft) Ponding width (ft) - 23.65 19.50 34.26 0.00 13.63 0.00 0.0000 0.0000 NIA LINE 10 / Q • 43.01 / HT = 2 I I WID • 21 / N = .013 I L • 233 / JLC • 1 10/0NLN=9 HGL 52.65 69.83 DEPTH INVERT ONSTRM UPSTRl1 21.00 21.00 10. 39 11. 36 Drainage area (eel= Runoff coefficient• T1"e of cone ("in)= Inlet ti"e ("in) Intensity (in/hr) Cu"ulative C•A Q • CA • I ( cfs) Q catch"ent (cfs) Q carryover (cf5) • Q captured (cfsl Q bypassed (cfs) • 0.00 0.00 2.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 17.88 17.88 EGL 57.62 74.80 T UIO COVER AREi\ 2.40 2 .41 0.00 0.00 Slope of invert (%) 7.35 6.49 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q Ccfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • 0.4163 • 7. 3732 = 20.96 • 19.60 • 56.72 c 41.00 = 10.22 ., 0.00 = 0.0000 • 0.0000 N/A LINE 11 / Q = 2.01 / HT = 21 / WID = 21 / N = .013 / L = 443 / JLC • 3 ------------------------------------------------------------------------ 11 / ONLN = 10 HGL DEPTH INVERT ONSTRM UPSTRM 74.80 74.90 21.00 21.00 11. 63 13.23 Drainage area (ac) • Runoff coefficient= Ti~e of cone (~in) • Inlet ti~e ("in) • Intensity (in/hr) Cu~ulative C•A • Q •CA• I (cfsl • Q catchMent (cfsl Q carryover (cfs) Q captured ( cfs l Q bypassed ( cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0.84 0.84 EGL 74.81 74.91 T WID COVER 0.00 6.22 0.00 4.72 AREA 2 .40 2.41 Slope of invert(%) • 0.3612 Slope energy grade line(%)~ 0.0234 Critical depth (in) Natural ground elev. (ft) UpstreaM surcharge (ft) Additional Q (cfs) Line capacity (cfs) 6.24 19.70 59.92 2. 01 9.52 ------------------------------------ Inlet length (ft) Gutter olope (ft/ft) Croos slope (ft/ft) Ponding width (ft) 0.00 = 0.0000 • 0.0000 N/A ------------------------------------------------------------------------ LINE 12 IQ= 15.65 /HT• 60 /YID• 60 / N = .013 / L • 150 / JLC • I ------------------------------------------------------------------------ 12 / DNLN • 3 HGL DEPTH INVERT DNSTRM UPSTRM 15.08 15.08 60.00 60.00 5.86 5.93 Drainage area (ac) s Runoff coefficient= Ti~e of cone (~in)= Inlet tine Cn1n) • Intensity (in/hr) CuMulat1ve C•A • Q • CA • I ( cfs ) Q catchMent (cfs) Q carryover (cfsl Q captured (cfsl Q bypaued (cfsl 0.00 0.00 14.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0.80 0.80 EGL 15. 09 15.09 T YID COVER AREA 19.63 19.63 0.00 0.00 Slope of invert (X) 4.63 5.86 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) UpstreaM surcharge (ft) Additional Q (cfs) Line capacity (cfsl • 0.0467 • 0.0036 = 13.25 • 16.80 • 4.15 • 0.00 = 56. 27 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 0.00 = 0.0000 = 0.0000 NIA ------------------------------------------------------------------------ LINE 13 / Q = 15.65 / HT = 60 / IJID = 60 / N = .013 / L = 500 / JLC = 1 --·---------------------------------------------------------------------- 13 / ONLN = 12 HGL 15.09 15.11 DEPTH INVERl ONSTRM UPSTRM 60.00 60.00 Drainage area (ac) = Runoff coefficient= Ti~e of cone (~in) = Inlet tiP1e (,tin> Intensity (in/hr) CuP1ulative C•A Q =CA• I (cfsl Q catchP1ent (cfs) Q carryover (cfsl Q captured (cfs) Q bypassed (cfsl 0.00 0.00 11.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.93 6. 16 VEL 0.80 0.80 EGL 15.10 IS. 12 T IJID COVER 0.00 5. 86 0.00 4.94 Slope of invert (X) AREA 19.63 19.63 = 0.0460 Slope energy grade line (X) = 0.0036 Critical depth (in) 13.25 Natural ground elev. (ft) UpstreaPI surcharge (ft) Additional Q (cfs) Line capacity (cfsl Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 16.10 3.95 7.65 55.86 0.00 0.011100 0.0000 NIA ------------------------------------------------------------------------ LINE 14 / Q • 8.00 I HT= 60 / IJID • 60 / N = .013 / L • 500 / JLC • 1 ------------------------------------------------------------------------ 14 / DNLN • 13 HGL DEPTH INVERT ONSTRM UPSTRH 15. 12 15. 1 Z 60.00 60.00 6. 16 6.39 Drainage area (ac) = Runoff coefficient TiMe of cone (~in) = Inlet tiP1e (,tin) Intensity (in/hr) • Cul'lul ati ve C•A Q • CA • I (ch) Q cBtch~ent (cfs) Q carryover (cfsl Q captured (cfs) Q bypessed (ch) 0.00 0.00 8.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 0.41 0.41 EGL 15. 1 Z 15. 13 T IJID COVER 0.00 4. 94 0.00 5.21 AREA !9.63 19.63 Slope of invert(%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstreal'I surcharge (ft) Additional Q (cfs) Line cepacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.0460 a 0.0009 • 9.47 • 16. 60 3. 73 0.00 • 55.88 0.00 = 0.011100 a 0.0000 • NIA ------------------------------------------------------------------------ 10 YI<:. LINE 15 / Q = 8.00 / HT = 54 / UJD = 54 / N = • 013 / L = 500 / JLC • 1 ------------------------------------------------------------------------ IS / DNLN = 14 HGL DEPTH INVERT DNSTRM UPSTRM 15.13 15. 13 54.00 54.00 Drainage area Cac) = Runoff coefficient= Ti~e of cone (~in} ~ Inlet ti~e (Nin) • Intensity (in/hr) Cul'!ulative C•A Q • CA • I < cfs > Q catchl'lent (cfs) Q carryover (cfs) * Q captured ( cf s) Q bypassed (cfs) = 0.00 0.00 5.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6. 39 6.66 VEL 0.50 0.50 EGL 15. 13 15. 14 T UJO COVER 0.00 5.71 0.00 5.44 AREA 15.90 15. 90 Slope of invert (%) 0.0540 Slope energy grade line(%)= 0.0017 Critical depth ( in) Natural ground elev. (ft) Upstreal'! surcharge (ft) Additional Q Ccfsl Line capacity (cfs) Inlet length (ft) Gutter slope Cft/ft) Cross slope (ft/ft) Ponding width (ft) 9. 73 16.60 3. 97 0.00 = 45. 70 0.00 0.0000 = 0.0000 N/A ------------------------------------------------------------------------ LINE 16 / Q = 8.00 /HT• 48 / UID • 48 / N = .013 / L • 330 / JLC • 1 ------------------------------------------------------------------------ 16 / DNLN • 15 HGL DEPTH INVERT DNSTRM UPSTRM 15. 14 15. 15 48.00 48.00 Drainage area (ac) = Runoff coefficient= Til'le of cone (l'!in) = Inlet til'le (l'!inl Intensity (in/hrl Cu"ulative C•A Q Q •CA• I (cfsl Q catchl'lent Ccfs) Q carryover Ccfal Q captured ( cfs) Q bypassed ( cfs l 0.00 0.00 4.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.66 6.86 YEL 0.64 0.64 EGL 15. 14 15. 15 T UID COYER 0.00 0.00 Slope of invert CX) 5.94 5.74 Slope energy grade line(%) Critical depth (inl Natural ground elev. (ftl Upstreal'! surcharge Cftl Additional Q (cfsl Line capacity (cfs) AREA 12.56 12.57 • 0.0606 • 0.0031 • 10.04 16.60 4.29 0.00 = 35.36 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ftl • 0.00 ~ 0.0000 • 0.0000 NIA ------------------------------------------------------------------------ /OY/2 LINE 17 / Q = 8.00 /HT= 36 / lJID = 38 / N = .013 / L = 139 / JLC = 1 17 / DNLN = 16 HGL 15. 15 15. 17 DEPTH INVERT ONSTRM UPSTRM 36.00 36.00 Drainage area (ac) ~ Runoff coefficient~ TiMe of cone (Min} Inlet tiMe (Min) Intensity (in/hr) CuMulative C•A • Q=CA•I<cfs) = 0.00 0.00 3. 34 0.00 0.00 0.00 0.00 Q catch"ent (cfs) • 0.00 Q carryover (cfs) a 0.00 Q captured (cfs) 0.00 Q bypassed (cfs) 0.00 6.86 7.00 VEL 1. 13 1. 13 EGL 15. 17 15. 19 T lJID COVER 0.00 6.74 0.00 6.5 AREA 7.07 7.07 Slope of invert (%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea"' surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.1007 • 0.0144 10.82 16.50 5. 17 =-7. 11 21. 17 • 0.00 0.0000 = 0.0000 NIA LINE 18 / Q • 0.89 /HT= 15 / UID • 15 / N = .013 / L = 222 / JLC = 1 18 / ONLN = 17 HGL 15. 19 15.24 DEPTH INVERT DNSTRM UPSTRM 15.00 15.00 Drainage area (ac) • Runoff coefficient~ Ti~e of cone (~in} Inlet t1 ... e (,.,in) • Intensity (in/hr) Cu~ulative C•A = Q •CA• I Ccfs> Q catch~ent (cfs) • Q carryover (cfs) Q captured (cfs) Q bypassed (cfs) 0.00 0.00 2. I 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 7.80 VEL 0. 73 0.73 EGL 15.20 15.24 T lJID COVER 0.00 8.25 0.00 7.05 AREA 1.23 I. 23 Slope of invert CI) Slope energy grade line (I) Critical depth (in) Natural ground elev. (ft) Upstrea"' surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • 0. 3604 • 0.0190 • 4.53 16. 10 6. 19 • 0.00 3.88 • 0.00 • 0.0000 • 0.0000 N/A LINE 19 / Q = 0.89 / HT= 12 / WID = 12 / N = .013 / L = 380 / JLC = I ------------------------------------------------------------------------ 19 / DNLN = 18 HGL DEPTH INVERT DNSTRM UPSTRM 15.24 15.50 12.00 12.00 7.80 12.93 Drainage area (ac)-= Runoff coefficient TiMe of cone (Min) Inlet tl"'e C"'in> Intenoity (in/hr) = Cu111ulat ive C•A Q = CA • I C cfs > Q catch.,ent (cfs) Q carryover (cfs) ~ Q captured (cf5) Q bypassed ( cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 1. 13 1. I 3 EGL 15.26 15.52 T WID 0.00 0.00 Slope of invert CX) COVER 7.3 3.67 Slope energy grade line (X) Critical depth ( in) Natural ground elev. (ft) Upstrea"' surcharge Cft) Additional Q (cfs) Line capacity (cfs) AREA 0.79 0.79 = I. 3500 • 0.0625 4.80 17.60 1.57 0. 89 4.14 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • 0.00 • 0.0000 = 0.0000 NIA ------------------------------------------------------------------------ /0 ye_ ~ ~ • Eley(ftJ • ·. Lihe 9 . . n·· .. :::v::::::: . : 62.·f ·. .-, 43 :3 340 246 15 :3: • ' I c:::::: HG L NG ---~-----~--------------~ ----------TI ---------- 6 o • I ,. , 3 o o · @ 3 6, _3 % I 0 ''·2 · · "'4 · • """ · 12° · • 160 · 192 · · · 224• · ·'55· • -,00-"·~o-. . '-'· · . · · Q : :V-1..l : · r.;..' • • · : : . · L · : · .:'..l;.JV· •;)(.... · . Sta (ft) '-~ '%, .... ' .. ·•Line 10 . . . . . -. . . . Elev(ft) · 10 74.3 ·-,---2-L_ill_JLi-2~H~(~----C------~-~- 6i2 .. 3 L . 476 341 200 j NG ~o I, -. I ·J···· -----i · ·I · · ·I· , 2 il a , I . . ., .. ···I· · ·I ·.@.·I· .~ .l,S.~~ .. , . . : :I: ~: ; : . 0 ···25· ·50···76 . . . . . . ' ' .. ' . . . . . . . .... . . . . . . ..... . OJ • • • 126 51 : ' : 177 • • '202 • 227: . 253 'Sta (ft) ~ ~ Elev ( ft) Line 1 n: TIO,~----------~---------~ 634 _cJ •• ·I . : 498 : • 362. ~~. • -------------------------------------------------0 ,;,,;,13j NG g fJ ~ 1 I . I . . .j . . . I . I . 4 · 4 .3, · @ l · ·. 3 /l I }a I . ~ . . . . . . . . 0 ·4·5 . ·92 ... 138 .. 185 ... 23'1 ... 277' .. 324· . 370· . 41' 4 ~2· .. : . . : : .. : ... : . : . : . : .. : : : . : : : : .. : : : : ... : : : . . : : : : I~: . . t, : Bta (ft) '-~ ~ Elev (ft; Line 12 . • 12 • • • • • • • • ,g O-· ·r-'-'-'---'-'--~.:..:..:.:-'-'--'-~~..:..:.i..:_..:..:_~lG2_:___~~ 15 7 J -------~------II ('j L -----------I 12.5 . . g3; 61 15Q'@ 0~7% .,:'>O~n--i~ 1l3 St: ,, ,.., .. 0 4 ... ·5, ... ""' . ' ,ii:; .•. 102 ... '1" . . 1"'"' . J"·3. 170 : 1,;.1 :;· . ,.__~ : : : : t: : . ; UQ : . 9'-.J. : . : . : . : :, '::/ . . <.,;}',;.I .• : ':I'' . Sta 1ft1 . \ ~ ~ ~ • Elev:(f tj . 190 • · 15 7 .. ----- 125 .. LH1e:13 13 NG ------H G"t ~~~--·-------·~~~~ 93 61 I[-----------------I 30·t]D~ITT[SI:7ill;;-~~~~ 500'@ (146% Q . "'2 • . · 104 · • • 1""' • · • "'0°· • • "'"'O· : : ''1." • : • "'64· • · 411> · · 4"'"· r,;20· , , :---~ · · · . : : : ~'~: : i °7', V: : : GV : . ; '"': 4: : : ....-, _ · . · V. . •, .. u,..i-•.,;. · · ::aa (ft) ' I::, ~ Elev (ft) Line14 14 • 19 0 "7" . .--'--'-'-~~'--'-'-'-'--'-'-'-'-'-'-'--'-'-~~'--'-'--'-'---'-''-----'---'--'---'--'-'-'--'-'---'--, N G 15 7 _c_J-------------ftir[ . 125 93 · • 61 1~-------------· I -------- 500 I @' Q.116% G O~· t-• ----...,...,..,----...,...,..,..,.....,...,,......,...,..,."C""r...,.....,..,..,....----....,..,.....,..,...--..~-..--..-,---l o 52 • • 104 • • 156 • 2oii: : 200 · • s12 • 364 · 416. 468 520 2,ta tft) ' \::> ~ s:;rn , Lihe15 16 . 15.7:~ . . ' ~ .. NG HGL 125- ' g:,. : . . .j. ----------11 · ,;> L . " ~ .... :10 . l . . . . . . . . . . . . . . . . . . . . . . . . . I : 1 I I: ,:I: :L J J l: .1 • Q : • f.i2 04 56 208 260 $)2 • $64 416' • 468 . 520 . . . . . . . . '. . . . ' : . CT ff.t1 .. v.a~.~-- ...... <.:) ~ E;lev (f l . tine 1e . : 16' : .. . . .. . . ... · · 19 • -'--r---'-'-'-'-c.....;.-"-'-'-'-:_:__:_'---'-'-'-'--'-'-'-'-'-'--'-'-'-"-'-'-'--'-'---"-'--'-'-'--'---'--, NG 161 · HG L 1$ ·-'-' 10 ,--~~~~~~~~~~~~~~~~~----~----~------- 7 330'@ 061% 4 . : I : 1 :::1 .::1:: ::J•:,::J•::,:L, .... . 0 3li . : • ]Q • · • 105 . : 140 • • 175 • ' 2)Q • : 2415 . 280 : 315 · 350 . -.. -.. . tita (ft) 100-YEAR DESIGN STORM ATA FILE: 91407.ST3 RAINFALL FILE: CHART5.RN3 PRINTED: 04-16-1992 100 YEAR DESIGN STORM LlNEl INC lRNOFFl INC No. AREA lCOEFFl C•A I AC I l IC I 11 0.0 :0.00 0.0 10 0.0 :0.00 0.0 STORM SEWER TABULATION Q CIA I 7.863/ I Tc+ 0.1001. 0 SUM TIME lRNFALlTOTAL FLOW :PIPE lSIZE: PIPE :PIPE C•A CONG l!NT IlQ=CA•l, AdQiCAP lHT!Wl LEN lSLOPE IMINill!PHll ICFSI llCFS)lllN)l (FTl (%) 0.0: 0.0 0.00: 3. 71 9.5: 21 ' 443 0.36 0.00 3.7: 21 0. 0: 2. 5 0. 00 44. 71 1 0. 2: 21 233 0.41 0.00 41 .0 21 9 0.0 :0.00 0.0 0.0: 3.8 0.00 44.71 13.6: 24 300 0.36 8 7 6 5 4 3 2 ----: 19 18 17 0.0 :0.00 0.0 10.00 0.0 :0.00 0.0 :0.00 0.0 :0.00 0.0 :0.00 0.0 :0.00 I 0.0 0.00 0.0 0.00 0.0 0.00 0.0 ,0.00 0.00 0.0 24 0.0 0.0: 5.4 0.00' 44.71 13.21 30 617 0.10 0.00 0.0 30 0.0 0.0: 8.9 0.00 44.71 76.6: 36 233 1.31 0 . 00 0. 0 : l 36 0. 0 I 0. 0 l 10. 1 0. 00, 44. 71 0. 0 l 36 126 l -1 . 66 0.0 0.0 0.0 0.01 10.8 0. 00 0 . 0 l I 36 0.00: 44.71 0.00 I 0.01 I 19.31 48 I 48 I 170 0.0: 11.8 0.00: 50.49 20.1 l 36 l 1414 0.00 5.a: 36 0.0: 19.6 0.00: 82.72 55.6: 60 395 0.00 3.3: 60 0.0 ' 0.0: 21.8 0.00: 86.85 55.5: 60 375 0.00 4.1: 60 0.0 0.0: 23.9 0.00: 86.85 56.2: 60 43 0.00 0.0: 60 0.0 0.01 0.0 0.001 I .65 4.1: 12 380 0.00 1.6: 12 0.0 0.0l 2.1 0. 00: 1 . 65 3. 9: 15 222 0.00 0. 0 1 S 0.0 0. 0 I 3. 3 0. 00: 14. 76 2 t • 2 l 36 139 0. 00 13. 1 36 0.01 0.09 0.04 0.04 0.04 I. 35 0.36 0. 10 IOo YIZ STORM SEWER TABULATION icont1nued) DATA FILE: 91407.Sf3 RAINFALL FILE: CHART6.RN3 PRINTED: 04-16-1992 100 YEAR DESIGN STORM Q CIA 7.863/ ( Tc + 0.100) .. 0 LINE! INC :RNOFF: INC SUM TIME iRNFAL TOTAL FLOW :PIPE :SIZE: PIPE !PIPE No. AREi\ lCOEFF: C•A C•A CONC : INT I Q=CA• I. OFQ ICAP lHT/W: LEN lSLOPE I AC) : <CI <M!Nli(IPHl I CFS I I ( CFS ) : ( IN) : I FT I ( % ) 16 0.0 :0.00 0.0 0.0: 4. 1 0.00 14.76 35.41 48 330 0.06 0.00 0.0: 48 15 0.0 :0.00 0.0 0.0( 6.0 0.00: 14.76 45.7 54 500 0.05 0.00 0.01 54 14 0.0 :0.00 0.0 0.0: 8.7 0.00: 14. 76 55.9 60 500 0.04 0.00 0.01 60 13 0.0 :0.00 0.0 0.0: 11 .5 0.00: 28.88 55.91 60 500 0.04 0.00 14.1 l 60 12 0.0 :0.00 0.0 0.0: 14.3 0.00: 28.88 56.3: 60 150 0.04 0.00 0.0: 60 /00 y'.e_ LINE Qact Qcap HT WID HGDN HGUP DNLN INV DN INV UP Ccfs I (Cf 5 i ( in) ( 1 n ) ( ft I I ft ) ( ft I ( ft ) 86.8 56.2 60 60 15.45 15.50 End 5.49 5.51 2 86.8 55.5 60 60 15.80 16. 22 1 5.51 5.68 3 82.7 55.6 60 60 16.52 16. 92 " 5.68 5.86 " 4 50.5 20. I 36 36 17.20 25.30 3 5.86 7 .15 5 44.7 19.3 48 48 27.68 27.84 4 7 .15 7. 18 6 44.7 0.0 36 36 28.04 28.61 5 7. 18 5.08 7 44.7 76.6 36 36 29.23 30.28 6 5.08 8. 15 8 44.7 13.2 30 30 30.90 38.23 7 8.40 9.04 g 44.7 13.6 24 24 40.81 52.53 8 9.48 10.57 10 44.7 10.2 21 21 58.83 77 .39 9 10.39 11 .36 11 3.7 9.5 21 21 82.76 83. 11 10 11 .63 13.23 12 28.9 56.3 60 60 17.20 17. 22 3 5.86 5.93 13 28.9 55.9 60 60 17. 25 17. 31 12 5. 93 6. 16 14 14.8 55.9 60 60 17.34 17 .36 13 6. 16 6.39 15 14.8 45.7 54 54 17.37 17.40 14 6.39 6.66 16 14.8 35.4 48 48 17. 41 17.45 15 6.66 6.86 Cale Option ~ I Surcharge Box Circular Graphic• P1ode ~ EGA t ) Screen 21 Printer 3) Screen plot [ PgUp l [PgOnl [Eocl Menu STORM SEWER DESIGN/ ANALYSIS Return Period• 100 Yrs Rainfall file: CHART6 Run Date: 04-16-1992 File: 91407.513 LINE I / Q • 86.85 /HT= 60 / WID • 60 / N • .013 / L = 43 I JLC = 1 ---------~-------------------------------------------------------------- 1 / Outfall HGL DEPTH INVERT DNSTRM UPSTRM 1 s. 45 60. 00 15.50 60.00 Drainage area (ac): Runoff coefficient= Ti~e of cone {~in)= Inlet ti~e (~in) Intensity (in/hr) Cu~ulative C•A Q • CA • I ( cf s > Q catch~ent (cfs) Q carryover (cfs) Q captured (cfsl • Q bypaosed (cfs) • 0.00 0.00 2 3. 92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.49 5.51 VEL 4.42 4.42 EGL 15.75 15.80 T WID COVER 0.00 N/A 0.00 5.48 Slope of invert <X) Slope energy grade line (X) Critical depth (in) Natural ground elev. (ft) UpstreaM surcharge (ft> Additional Q (cfsl line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding ~idth <ft) AREA 19.63 19.63 • 0.0465 • 0.1112 = 31.20 • 16.00 4.99 • 0.00 = 56. 17 • 0.00 • 0.0000 • 0.0000 N/A ------------------------------------------------------------------------ LINE 2 / Q • 86.85 /HT• 60 / WID • 60 / N = .013 / L = 375 / JLC • I ------------------------------------------------------------------------ 2 / ONLN = 1 HGL DEPTH INVERT DNSTRM UPSTRM 15.80 16.22 60.00 60.00 Drainage area (ac): Runoff coefficient• Ti"e of cone (~in)= Inlet ti"e ("in) Intensity ( in/hr) CuMulative C•A Q = CA • I (ch> Q cetch"ent (cfs) Q carryover (cfs} Q captured (cfs) Q bypassed ( cfs) 0.00 0.00 Z 1. 84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.51 5.68 VEL 4.42 4.42 EGL 16. 11 16.52 T WID COVER 0.00 0.00 Slope of invert (X) 5.48 5.5 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Croso slope (ft/ft) Ponding width (ft) AREA 19.63 19.63 = 0.0453 0. 1112 31. 20 16. 18 5.54 • 4. 13 55.46 0.00 • 0.0000 • 0.0000 C N/A ------------------------------------------------------------------------/00 ~I<.. LINE 3 / Q = 82.72 /HT• 80 / UID = 80 / N • .013 / L • 395 / JLC • 1 3 I DNLN = 2 HGL 16.52 18.92 DEPTH INVERT DNSTRM UPSTRM 60.00 60.00 Drainage area (sc) = Runoff coefficient= Ti~e of cone {~in) ~ Inlet ti"e ("in) Intensity (in/hr) = Cu"ulative C•A = Q • CA • I ( cfs > 0.00 0.00 19.64 0.00 0.00 0.00 0.00 Q catch"ent (cfs) • 0.00 Q carryover (cfs) 0.00 Q captured (cfs> 0.00 Q bypassed (cfs) • 0.00 5.68 5.86 VEL 4.21 4.21 EGL 16.80 17. 20 T UID COVER 0.00 5.5 0.00 4.63 AREA 19.63 19. 63 Slope of invert ( X) = 0.0456 Slope energy grade line (X) • 0. 1009 Critical depth (in) Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Crass slope (ft/ft) Ponding width (ft) 30.45 15.50 6.06 3.35 55.60 0.00 • 0.0000 • 0.0000 • N/A ------------------------------------------------------------------------ LINE 4 / Q • 50.49 /HT• 36 / UID = 36 / N • .013 / L • 1414 / JLC • 3 ------------------------------------------------------------------------ 4/DNLN•3 HGL DEPTH INVERT DNSTRl1 UPSTRH 17.20 25.30 36.00 36.00 5.86 7. 15 Drainage area (ec) = Runoff coefficient• Ti~e of cone (~in) • Inlet ti"e ("in) Intensity (in/hr) • Cu"ulative C•A • Q •CA• I <cfs> Q catch"ent (cfsl Q carryover (cfs) Q captured ( cfs > Q bypassed ( cfs > 0.00 0.00 11 • 79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 7. 14 7 .14 E6L 17.99 26.09 T U!O COVER 0.00 6.63 0.00 5.84 Slope of invert <X> Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft> Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) AREA 7.07 7.07 = 0.0912 = 0. 5732 27.17 • 16.00 15. 15 • 5.78 20.14 • 0.00 • 0.0000 0.0000 N/A LINE 5 / 0 = 44.71 /HT= 48 / WID = 48 / N = .013 / L = 170 / JLC = 1 5 / DNLN = 4 HGL 27.68 27.84 DEPTH INVERT DNSTRM UPSTRM 48.00 48.00 Drainage area (ac) ~ Runoff coefficient~ TiMe of cone (~in)• Inlet tiMe (Min) • Intensity (in/hr) Cu~ulative C•A a O • CA • I < cf s > • 0 catchP1ent (cfs) • Q carryover Ccfs) 0 captured (cfs) Q bypassed Ccfs) 0.00 0.00 10.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.15 7. 18 VEL 3.56 3.56 EGL 27.88 28.04 T WID COVER 0.00 4.84 0.00 6.41 Slope of invert (%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstream surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) AREA 12.56 12. 57 • 0.0180 = 0.0969 23.72 17.60 16.66 0.00 19.27 0.00 0.0000 0.0000 NIA LINE 6 / Q • 44.71 /HT= 36 / WID • 36 / N • .013 / L • 126 / JLC • 1 6 / DNLN = 5 HGL 28.04 28.61 DEPTH INVERT 0NSTRl1 UPSTRl1 36.00 36.00 Drainage area (ac) • Runoff coefficient• TiPle of cone (P1in) • Inlet ti"e (P1in) Intensity (in/hr) • CuP1ulati ve C•A Q •CA• I (cfs) Q catchP1ent (cfs) Q carryover Ccfs) Q captured (cf&) Q bypassed (cfs) 0.00 0.00 10. 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7. 18 5.08 VEL 6.33 6.33 EGL 28.66 29.23 T WID COVER 0.00 7.41 0.00 9.42 AREA 7.0? 7.07 Slope of invert(%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstream surcharge (ft) Additional O (cfs) Line capacity (cfsl Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) --1.6671 • 0.4495 • 25.57 • 17.50 • 20.53 0.00 0.00 0.00 • 0.0000 = 0.0000 N/A /00 ;I/<'... LINE 7 / Q • 44.71 / HT= 36 / U!O = 36 / N = .013 / L = 233 I JLC = I ----------------------------------------------------------------------·-- 7 / ONLN = 6 HGL DEPTH INVERT ONSTRM UPSTRM 29.23 30.28 36.00 36.00 Drainage area (sc) Runoff coefficient Til'le of cone (l'lin) = Inlet til'le (l'lin) Intensity (in/hr) Cul'lulative C•A Q = CA • I C cf s) = Q catchl'lent (cfs) = Q carryover (cfs) = Q captured (cfs) • Q bypassed (cfs) = 0.00 0.00 8. 85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.08 8.15 VEL 6.33 6.33 EGL 29.85 30.90 T UIO COVER 0.00 9.42 0.00 6.35 Slope of invert (1) Slope energy grade line (X) Critical depth (in) Natural ground elev. (ft) Upstreal'I surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) AREA 7.07 7.07 = 1.3176 0.4495 25.57 17.50 19. 13 0.00 76.56 0.00 0.0000 = 0.0000 N/A ------------------------------------------------------------------------ LINE 8 / Q • 44.71 /HT• 30 / UIO • 30 / N • .013 / L • 617 / JLC • 2 ---------------------------------------------------·--------------------- 8 / ONLN = 7 HGL DEPTH INVERT ONSTRM UPSTRM 30.90 38.23 30.00 30.00 Drainage area (ac) • Runoff coefficient• Til'le of cone (l'lin) = Inlet til'le (l'lin) Intensity ( in/hr) • Cul'lulat!ve C•A Q •CA• I (cfsl Q catchl'lent (cfs) • Q carryover (cf&) • Q captured (cfsl • Q bypassed (cfs) 0.00 0.00 5.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.40 9.04 VEL 9. 11 9, 11 EGL 32. 19 39. 52 T WIO COVER 0.00 0.00 6.6 7. 16 Slope of invert (1) AREA 4. 91 4.91 • 0.1037 (1) • 1.1887 27.02 18.70 26.69 Slope energy grade line Critical depth (in) Natural ground elev. (ft) Upstreal'I surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 0.00 13. Z I • 0.00 • 0.0000 • 0.0000 N/A ------------------------------------------------------------------------ /Oo 'I/L LINE 9 / Q = 44.71 I HT= 24 / WID = 14 I N = .013 / L = 300 / JLC = Z SI DNLN = 8 HGL 40.81 52.53 DEPTH INVERT DNSTRl1 UPSTRl1 24.00 24.00 9.48 10.57 Drainage area (ac) = Runoff coefficient Ti~e of cone (~in) = Inlet tiPle (P1in) = Inten5ity (in/hr) • Cu~ulative C•A = Q = CA • I < cfs > 0.00 0.00 3.76 0.00 0.00 0.00 0.00 Q catchl'lent (cfs) 0.00 Q carryover (cfs) • 0.00 Q captured (cfs) = 0.00 Q bypassed (cfs) 0.00 VEL EGL 14.23 43.95 14.23 55.68 T I.IID COVER 0.00 7.22 0.00 6.93 AREA 3.14 3. 14 Slope of invert (t) Slope energy grade line (t) Critical depth (in) Natural ground elev. (ft) Upstreal'I surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 0.3633 3. 9084 23.78 19.50 39.96 0.00 13.63 = 0.00 0.0000 0.0000 NIA LINE 10 / Q • 44.71 /HT= 21 / WID • 21 / N = .013 / L • 233 / JLC • 1 10 / DNLN = 9 HGL 58.83 77.39 DEPTH INVERT DNSTRM UPSTRM 21.00 21.00 10. 39 11. 36 Drainage area (ac) ~ Runoff coefficient• TiMe of cone (Min)~ Inlet tiP1e (P1in) • Intensity (in/hr) Cu.,ulative C•A Q=CA•I<cfsl Q catchl'lent (cfs) = Q carryover (cfs) • Q captured (cfs) • Q bypassed (cfs) 0.00 0.00 2.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 18.59 18.59 EGL 64. 19 82. 76 T IJ!D COVER AREA 2 .40 2.41 0.00 0.00 Slope of invert (t) 7.35 6.49 Slope energy grade line (t) Critical depth (in) Natural ground elev. (ftl Up5treal'I surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.4163 = 7.9676 20.96 19.60 64. 28 41.00 10. 22 0.00 0.0000 = 0.0000 = N/A /00 ~IZ.. LINE 11 / Q = 3.71 /HT= 21 / UIO = 21 / N • .013 / L = 443 / JLC = 3 ------------------------------------------------------------------------ 11 / ONLN = 10 HGL DEPTH INVERT DNSTRM UPSTRM 82.76 83. 11 21.00 21.00 11 .63 13.23 Drainage area (ac) Runoff coefficient= Ti~e of cone (~in) s Inlet ti,ie (,iinl = Intensity (in/hr) Cu,iulative C•A Q •CA• I (cfsl Q catch,ient (cfs) Q carryover (cf5) Q captured (cfs) • Q bypassed (cfs) • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 YEL 1.54 1. 54 EGL 82.79 83. 15 T UIO COVER 0.00 0.00 Slope of invert (%) 6.22 4.72 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft> Upstrea,i surcharge (ft) Additional Q (cfs) Line capacity (cfs} AREA Z .40 2.41 0.3612 0.0799 8.47 19.70 68.13 3. 71 9.52 ------------------------------------ Inlet length (ft) Gutter slope (ft/ft> Cross slope (ft/ft) Ponding ~idth <ft) 0.00 0.0000 • 0.0000 NIA ------------------------------------------------------------------------ LINE 12 / Q • 28.88 /HT• 60 / WIO • 60 / N • .013 / L • 150 / JLC = 1 ------------------------------------------------------------------------ 12/DNLN•3 HGL DEPTH INVERT ONSTRM UPSTRM 17.20 17.22 60.00 60.00 5.86 5.93 Drainage area (ac) • Runoff coefficient• Ti,ie of cone (,iin) • Inlet ti,ie (,iinl • Intensity (in/hr) Cu,iulati ve C•A Q •CA• I Ccfsl Q catch"ent (cfs) Q carryover (cfsl Q captured (cfs) Q bypassed (cfsl 0.00 0.00 14.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 1.47 1.47 EGL 17.23 17.25 T WID COVER 0.00 0.00 Slope of invert CX) 4.63 5.86 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea,i surcharge (ft) Additional Q (cfsl Line .capacity ( cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) AREA 19.63 19.63 = 0.0467 • 0.0123 17.99 16.80 6.29 = 0.00 • 56.27 • 0.00 • 0.0000 • 0.0000 NIA ------------------------------------------------------------------------ LINE 13 IQ• 28.88 I HT• 60 / WID = 60 / N • .013 I l = 500 / .TLC• 1 13 / DNLN • 12 HGL DEPTH INVERT DNSlRM UPSTRM 17.25 60.00 17.31 60.00 Drainage area (ac) Runoff coefficient= Ti~e of cone (~in) ~ Inlet til'!e (Min) Intensity (in/hr) • Cu..,ulative C•A Q • CA • I ( cfs ) Q catchl'lent (cfs) Q carryover (cfs} Q captured (cfs) Q bypassed ( cfs) 0.00 0.00 11 . S 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 s. 93 6. 16 VEL 1.47 1.47 EGL 17.28 17.34 T WIO COVER AREA 19.63 19.63 0.00 5.86 0.00 4.94 Slope of invert (%) Slope energy grade line (1) Critical depth (in) Natural ground elev. (ft) Upstreal'I surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.0460 = 0.0123 • 17. 99 = 16. 10 6.15 14. 12 55.86 0.00 = 0.0000 = 0.0000 NIA LINE 14 / Q • 14.76 /HT• 60 / WIO • 60 / N = .013 / L • 500 / JLC • 1 14 / ONLN • 13 HGL 17. 34 17.36 DEPTH INVERT DNSTRM UPSTRM 60.00 60.00 Drainage area (ac) • Runoff coefficient• TiMe of cone ("in)• Inlet ti"e (l'!in) Intensity (in/hr) Cu"ulative C•A • Q • CA • I <ch> • Q catchl'lent (cfs) Q carryover (cfs> Q captured (cfs) = Q bypassed (cfs) 0.00 0.00 8.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6. 16 6. 39 VEL 0.75 0.75 EGL 17.35 17. 37 T WIO COVER AREA 19.63 19.63 0.00 4.94 0.00 5.21 Slope of invert (1) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstreal'! surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) • 0.0460 = 0.0032 12.86 16.60 5.97 0.00 55.86 0.00 • 0.0000 • 0.0000 NIA LINE 15 / Q • 14.76 /HT= 54 / UID • 54 / N = .013 / L • 500 / JLC = 1 -----------------------------------------------------------------------·- 15 / DNLN = 14 HGL DEPTH INVERT ONSTRM UPSTRM 17.37 54.00 17 .40 54 .00 Drainage area (ac) = Runoff coefficient= TiMe of cone (~in)= Inlet tiP1e (l'lin) Intensity (in/hr) • CuP1ulat1ve C•A • Q •CA• I lcfs> Q catchP1ent (cfs) Q carryover (cfs) Q captured ( cfs) Q bypassed (cfs) 0.00 0.00 5.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6. 39 6.66 VEL 0.93 0.93 EGL 17.38 17.41 T WIO COVER 0.00 5.71 0.00 5.44 Slope of invert IX) Slope energy grade line IX) Critical depth (in> Natural ground elev. (ft) UpstreaP1 surcharge (ft) Additional Q (cfs) Line capacity (cfo) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding uidth (ft) AREA 15.90 15.90 0.0540 = 0.0056 13.22 16.60 6.24 • 0.00 = 45. 70 0.00 = 0.0000 • 0.0000 = NIA ------------------------------------------------------------------------ LINE 16 / Q • 14.76 /HT• 48 / WIO • 48 / N • .013 / L • 330 / JLC = 1 ------------------------------------------------------------------------ 16 / DNLN • 15 HGL DEPTH INVERT ONSTRM UPSTRH 17 .41 17.45 48.00 48.00 6.66 6.86 Drainage area (ac) • Runoff coefficient• Ti~e of cone (Min)= Inlet tiP1e IPlin) • Intensity (in/hr> • cu .. ulative C•A Q •CA• I (cfsl Q catchPlent (cfs) Q carryover (cfs) Q captured (cfs) Q bypassed (cfs) 0.00 0.00 4. 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL t. 17 t. 17 E6L 17.43 17.47 T IJIO COVER 0.00 5.94 0.00 5.74 Slope of invert (%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea" surcharge (ft) Additional Q (cfs) Line capacity (cfa) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding ~idth (ft) AREA 12.56 12.57 • 0.0606 • 0.0106 • t 3. 63 • 16. 60 6.59 • 0.00 • 35.36 • 0.00 • 0.0000 • 0.0000 • NIA /00 r'll. LINE 17 / Q = 14.76 /HT= 36 / W!D = 36 / N = .013 / L • 139 / JLC = I 17 / DNLN = 16 HGL 17.47 17.53 DEPTH INVERT DNSTRM UPSTRM 36.00 36.00 6.86 7.00 Drainage area (ac) = Runoff coefficient TiMe of cone (P1in) = Inlet ti~e (~in) Intensity (in/hr) CuP1ulative C•A Q = CA • I ( ch l Q catch~ent (cfs) Q carryover (cfs) Q captured (cfs) Q bypassed (cfsl 0.00 0.00 3.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 2.09 2.09 EGL 17.53 17.60 T WID COVER 0.00 6.74 0.00 6.5 AREA 7.07 7.07 Slope of invert (%) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q <cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) 0.1007 0.0490 14.69 16.50 7.53 13. 11 21. 17 0.00 = 0.0000 = 0.0000 N/A LINE 18 / Q • 1.65 /HT= 15 /YID• 15 / N • .013 / L • 222 / JLC = I 18 / DNLN = 17 HGL 17.60 17.75 DEPTH INVERT ONSTRM UPSTRM 15.00 15.00 7.00 7.80 Drainage area (ac) • Runoff coefficient• Til'le of cone (P1in> • Inlet ti~e (~in) Intensity (in/hr) Cu~ulative C•A • Q •CA• I (cfs) • Q catch~ent (cfs) Q carryover (cf~) • Q captured (cfs) • Q bypassed (cfs) • 0.00 0.00 2. 1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 1. 34 1.34 EGL 17.63 17. 78 T YID COVER AREA 1. 23 1. 23 0.00 0.00 Slope of invert (%) 8.25 7.05 Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstrea~ surcharge (ft) Additional Q (cfs) Line capacity (cfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width (ft) = 0.3604 • 0.0653 6. 17 = 16.10 8.70 • 0~00 • 3.88 0.00 = 0.0000 • 0.0000 NIA /()O y,e_ LINE 19 / Q = 1. 65 / HT = 12 / W!O = 12 / N = .013 I L = 380 / JLC = 1 19 / DNLN = 18 HGL 17.78 18.66 DEPTH INVERT DNSTRM UPSTRM 12.00 12.00 7.80 12.93 Drainage area (ac) = Runoff coafficient = TiMe of cone (Min) • Inlat tiMe (~in) = Intensity (in/hr) cu .. ulative C•A Q •CA• I lcfs) • Q catchMent (cfs) • Q carryover (cfs) • Q captured (cfs) = Q bypassed lcfs) • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VEL 2.10 2.10 EGL 17.84 18.73 T urn COVER 0.00 7.3 0.00 3.67 AREfl 0.79 0.79 Slope of invert (1) Slope energy grade line(%) Critical depth (in) Natural ground elev. (ft) Upstream surcharge 1ft) Additional Q lcfs) Line capacity lcfs) Inlet length (ft) Gutter slope (ft/ft) Cross slope (ft/ft) Ponding width 1ft) • 1. 3500 • 0.2147 • 6.54 • 17.60 4.73 = 1.85 • 4.14 = 0.00 = 0.0000 "' 0.0000 N/A ------------------------------------------------------------------------ /00 x'£ ~ ~ ··L"· "g··. , , : I"':~ • . ' . . 1: f.l!;i: . . . . . . . . ' . . Elev{ftj -; 588 : . g::::: 48? -. ~ 377 271 •. ·15_5: . I --·---------!-~- H (3 L ----------=l] 6.0:.] ., .. ,. .1 ... 1 ·····I30,0_1: .. ~1 .,_q_A_1.3.o/ .. -1 j · Q r{,., · <::4 .. "6 : : : 12°: · : 160 · · : 1"2: : : 29 4' : : 256' : 2"8· · "'"0: · · : . . ...,_..::;:,;U .-:~ .. :: f.;.l::· ··.:· ,:;i ::: 4-.:::. ::. (;J ··:<;Ji-... . . : '.::::::;::: · .. ct· · 'ft) ·.,'-'a\ i ' '<> ~ ~ . . . . . . . Line 10 ... "1·0· ' ' ' Elev{ftJ : : : : : . . 823, -. HG L . 671$ . 52.4. 373 .,. ...... : ·-------?9. 1. j. ---------------------------. ---: NG -~----JI • z s s . @ .. , .• 4 .1., e .9'1 .. '.. . . :10:.:. · ,.j ...... j ... ,.,1 ...... ( ...... j .. •I 0 • · 25 • ' • 5Q • • 7'5 • • J()L • 126 51 7T • 1??2 • 227 • 25S Sta (ft) ~ (S ~ Elev(ft) . Line 11 85.0: ll" ·la. 698 54.6. c,94' · • ,._,,_ .. 242. NG 90 · 1c . . . . . . -------IJ I I I I I 1·~431 .. lifl·.·•Q·l!'•l, 0 46 92 • · 138 • • 185 . • 231 • 2Tl • 324' • 370 • · 416 462 · Sta (ft) ~ ~ ~ Elev (ft) • Lina 12 . ..... · 19 O-,-J__~i:_iliuuLii..iJ.i..qHie~L~.:..:...:..:..:...:.~~-C----~==--1 12 • • • .. 15t:..,' • 12.5 . ------~----..... .:;.:.:;.::_,. ___ -ri 1 l lf3 . • 61, ! I 150 @ 047% • . 3 O+-,---,.-,-c-:-:~--r---:-rc--T:::--:-::r::'::f:01:T~F~ • 0 • ri' • J4 • • • 51 • • 00 • B5 : 102 !'.L • • 136 153 • 170 . . . . . . . '. . . Sta (ft) ~ 'v ~ Elev (ft! : • 1 .;, . • Lina s . ·~ no HGL .. HG. 157 12.5 : :•j[~~~--------------------1 500' @ 046% ~~~~~ :}1j ....... •' .... ' ..... 0 • 5') • • 104. • 156 • : • 208' : 2"0' : • 312:: : 3"4: : ' 416: , '4"8' • C>)O• ......... , . , . . . . , . , V . . . . . : . ~:.::: :· .... l;J .. V .... •.: St. 'ft1 . , , a\ ' .. ~ I::, ~ EleV(ftj Li e 14 n. • 14 • • : · .... ' .. ~Q HGL ·N·G 157. ~~~~~----------~~~~~ 12.5 • ------------- g :3 ..• 61~ 5 O O ' @ . 0 4 6-% ----- 3 0 · --;-..,---,-..,----r,-,----,-,-,-,--,-,---,--,-c.,.-,-,-,...--,-,--,-,-,-,-,--,--,-,---,---,-~--J . '' .... ,. ~-" "'" • · 104• • • 1oc<c• • ·2-os· · ·2"'0·' Sl2·. •<><>~• '• "'B· · •4i:.3: •r.:·0 0· · ,;/ ::.).£; : • : : · . '4'V : · : . · v : · · . . . · vJV7f: : : ~:f.;,, · .. V · ''""'- . • Sta (ft) ~ ~ ·L·. ·1n' 'e' ' • 1• ·5 : . .. --.. . . --. . . . . . . . -. . . Elev(ft). >15 190 HGL HG 15 7 --' 12.5 ·--' 93-I[ ____ _ 61 -,j -------------;;-6 -;;0-;0;--;-' rti@;---. 00 55~4;-;%Voo ----u I 30 l I · · · I I I I I I 1 I I · · · · . . . . . . '. . . . . ' . . . . . . . . . . . . ' .. . . .. ' . . . . . . . '.. . . . . -. . . . . ' . . ' . . . . . . . . . . . . ' . . '.. . . . 0 · 52 • · 104 : • 56: 208 : 260 312 , $64 • 416 :468 • •520 ' . , .• Sta (ft) ~ ~ ~ ~ • Line 1e . . ' . . . . El,;,v(ftJ. • . . . . · 16 . . . : . : : . 19-.-----__c~:_:_j.lL...:.:...~s-HiiGLL-'-'-~-'-'-'---:---C-C------l NG·· 16 · . 13: · · • 10 l : : 7 j '-------------- . 330'@ .061% ·4_: •I-,:I ··•.:l:•:.:L:::,:I Q · . ~5 • : . JQ • : 105 140 75 2m • 245 • :230 • s15. • :360 .............. . . . . ... ; Sta (ft) : . '--.._.._...../ ! 1· 1'. 7~ _/) I! I ~~~----!\ !. ·1 I "~-· 11 t 4" Ii . .,.~\1~1 ;,;,._,_ ~1:>1--• : ~; ii _________ f(' =WI "" • i I ~ il I ,_ ' ~ CD :11 , ,. 1, I c1 I li 't;'fl2. -o,~c~ ;'.\ i ; ® 10-(1<. -:Z, f:A.C~ J'.1 : , 1 ,w,><_4 .,-,,<><::; -!-I _1 ~ 2 ,.,~Ju, ,,j,,i..Y_rt-~ o ..... 4~· " ;.!-< ,.~. I .-, j ~-1"'" ~ 1,::-'\ IQ • I a..c / -,!. ,,. <J'f V"' . i_J =·-· if >I 4)1 ' ,:; J :'( (. ~ .. _,._ -f---- 1 ,. " nll ~ ;,'., 7 ,1,, ·, .. .,vx I ; ~--' . ·r.•r. f~ ~,t ~··. ~ ~v J ' . I i ' ' • •f'' Y, . i ""-' ~ ,.,. ' t':'1.1~-l >::1.l~-r. !~~"" '4'.A'l ~;;-'', ,,,,, "'ti!(' I " ,,1'. _ f ,J!4lll.., x~ -~ .... ~,. i ...::,, I '-'I' J '" 'II I ,1.·• .,.,:i.,s,1:1.-~' . .i·,·t , ,·1121,,i:_~;·1 ·' '' !.'-..!..!, .. __ L_ _____ ..,... __ J_, //:~~-. J ., ,1,ki ,, .. · ---0-------------· c..~;;..,_r,. ... ...;~eo,_,-..,,..,. ::; _~;-:: ··r·"' " -, ·,~. '\' ·,, ....... _ ~ 1 ,,, ,·v ' L-IR '" Jal"''' ;,; .. , ' "'' ,vf ~-. I"' ~'{~ ., .. ~· _' 'I -~~06··· J .,... ,ti,...,..,,, -,.,, .. , " ~··,· "J<.: ~-·"' :' r,' ••• ::' •/ ,.... ,< f.."'/' 1--1::, --- "' , .-.'/. ~t. / /b1 Y.O:<rof'/ f •• \l'.on•,\:-,,,.,J'!~\, JI --~/-' ' 4 /1~·1 .. ,;. {.£(,(.#/) ~-i\~"W;,i V1Vlr \~.'J!,, / I""··· ... , /,,. ~~~" P1 r r;_ L -i:yvy ,y ,,n'l(!"7t'~ ::, ;:,.,, :.;;';,·;'{; f 1?ri.~::, .. \)AT 1-,-~,r·,,.,.., i'i.,,'-.. ;. · P1rr;;:A __.'vf¥l ·i I i \~ t\f_ I ,jl I ' :!ll ' ", ~,, ,,~,·· ~,-,,, ., ,,q( X ID+--L -l '\- (. ,I • :::'';': \ .... f.<:~ ,1,y /, ·7 :, y,: L-4 - "' ) . !Q t I 61 11, ~6,F.1-.; .•/1' ~~ '--7i, ~ • rr,£1-~ 'L" '.-.I-· ., ~, 'l'O"fllt.ie;/,1'6,;, ·-_,_.,: = :!,,_. __ • rs •·'.,'.;;: ® ... ',I' ' "-~ ' ' . ,/t.f 2s., .aef:.,---,;/ L-7"'' './ // CO'> ' ,~; ' 2r.,r.·1-i!; L- , .. ~ "'!' P.f..n-e --: ... @ 70,l o..c ,, '/ ' _·y.C': L-8 f1fJC /~~ r 2-..r.7- Tc: ~ou'ff: ,,, '/ ,. - :; I :, o, ••• -.; ~ "' Re;, ,~'"_'.;::·· :: .. :::· ''. ?;·-/-./ ,, ' J .. ''A ...... --.. (~,.. >7.6,(.9•4 ,_1,1 "''I<-o,'IY,, I ~ 'f• ;.': -,-·'.';-:·;,' IJ I; l '. !:s; · sr -.,,-\:t F1 If ¥,~ l __ sr _L ?ii;;:;----,,,iiC~ ( -sv 391H f I -.--~ ' i'' '"I I ~ -.Yi--·-· ' --' ,...,) ~·~ /H fz~c;,; ,•)••I,..-'.'.: ",,~i:, ~ ,, I R•,, ' ' "'t_(~ -:!\!?!:..V' I -·-· ' a ! l i \ \ I I J,J.l ,1=1[ '.(,°,' I - •-< '% ". ,,,,, ,, "/' /• . _.-. ? -JS ··-. --,.~; . ;;:: • :.,"~·• ~ #P (?,,, Zti,,1 1~ , ,,.,.,.~-, f ,!Uf,' ' - ~_:' ' I -I~ @ ,..,,_.,? I '?i ""'--'-'-. \::::V I I ',,c / .• i' I ,., . 7 I .: ll<> cu::; ""·1·11' ; •. •'-_·, (o s. G, ,o,,C,-0 ' ' ·ffi; f.\!' ' , ,, -=---:=:. -~ l ~{hl ·kr,;;~<~/_··. ·-~:,,ca:~' ,. '' J :<1"' ·--,, .. ·--t- i'' ·.~I .><1,,,::1•-,• ,,1,:H>.C~··4/ fJ•~-"V.:.'·.< i SV ~ \~·1"\"::_-::1~0.:::• . .:. ...... ·:·:.":U::",".~ --· ,,,. .. ' '.~-~~~: -~,~ ·)-1.,:·,~ I t'II, ''f:: "'" I , .. '. , . .,... ,:< ro l, 2~8-1 "/ 1"JA"'-l' "VC") /) I •Y. ~ ,,,., ' r, V',I. .:J ,. '(J "" • •-'« ,, ', "-<_•IC> -;il" ·;;. :%c. -z<Z'.: I ---~· ;,-2Af"&j 1-1 C: ~JD't'.? ,,.' ..... ~,. .• ~ ~~->fl_ ~·"'T 7,";• /"' vr/f ,1 • 'i'"-' ~', • '~'/•~o.Fe ,1 .,-., .,.,Y.l\t-...,. ' ,,, ... ' L·i :<-::~-, 1 .. ·j" \'!:..i.. ~ --I 1· .,,,.,,.J'-1'" ··w·' -, ·.:,-/_ 'n< '-'I ;'., ';~ J9,t"?.-L I <• 'Jo,t ~--,,~ ~\ X .. -t. -· ... ---r?: 1 ,,, lOH-L'J..!"' ;.,f: 1 . . "~?. ]<V')-1 ' "' ~ -, o f1(;J>:I'\ .!(\.[~-~ ·l(\f,)···· 'I I ,=, "c·Y, -Z.'ftl..: Z,13, C~ I, ~,'.' 1oyl{."" ;i.!l t"V-:. /e>O'tft '° L,; ,I\ C~ \\'·":'_,~~/!. h" , ,, . •·tll); :w,.f'.J··~ ,~:,~-:. ~: .. 1~? Jro<(,t..., ;..,1~(1'---. ,,.','';: .. ~,· N'I' I I ) .VJ •-, / -,· -., .-'.;~>: , ; . .,,;._,.,/, /:-" I I _.,.;p --·Jc,11:1-, · Ji~ 1 ~·",n:i-r, -u,· ..... 1•1;;_\(' : ! · l:J" ,.,,,-,,r,_ .w f: t ·.e(',, .. ...,, tQ" ,1.l.''..f,{717:·_ ' ;' ,0.1\,~f, ', , ac,e,-, • '_. )I I· -~-:. 'f II \ N,..,,f;,•r '" /"/"•' /,.,,,,,.,., ,.., , . .,.,,/,,r'° ;.,.,,. CV "/,'/, ,: ",/," I I. ·,,";:, .·/,., '/,~/-· l~r I ~ IJ./ 1.--! "\ . i :"U:>··•! 8. (. et.C -'l)M~'}1 ; =-'/ ,... ~ . , ..: ~ ,;' 4 . .. , " , ~r.n:1-•1 ... 1.........,,.1,., ,11.n1-~ 1~,11J···1 10.nJ-, 0 • '1-·~------G f'~~ ~ 1' ! ! I~';';.·: ~:~!ec~~ , N -' 1 ,ooi'f,q_ ~ , .~s dF!). o t I I S-cAr..E !1 ~··~ \ d -,..._.-.._,,.- B.e,, .,,.,. .. ..'/ I .... ··;·· /j . 1--·--···1 I.. . :in.r '/ I __ .. -,,. ---------:;1'---::--::-:--:.~\····=~ .-,.,._.,.,, . ., --.. ,.:W.~· ._ ~~-•~D.~~.'.~_:;:--~I;,:;·· \-;:c.~ /} J)_J <'.,. ' '"'-''.: ......J e '----··-1".)}" 4 • ,J J••)",4-\/' S ?""' / 1 ~-IJ ' )/!,~· .(, ... °:~~, ~OJ'•·J "'.:T ·:_,,,:,;:.~-:-?,~~ .. \.~ _,.di ., F ' lJUll-B;t,SIN Ft.OW lU,,TEB ........................... ,, ............................. ~,,, ........ ~·-· <,/d .................. " ............ .. {P~OfOR'J'l(;·· or 3ASIN n.OO;j) BAS1l, ARE~. \ OF 2Yk/Hf!R lOY\<-i;·rn,1 ::.oC'ill./2<\HR (ACR~S) Ri\SIN (CFS) iCl',') (Cl'S) ,HM•••****"*"••***********"*******"'*"**** *f,,1-:,T,c** ''""*"*****"'*"'""*"'~ * 20, ·1 16, 7 2!.!.9 ' 70. 7 ' 65. 6 ' 1S.6 ' _Jt,.l. TOTAL 22!'.4. ll.CRES ,., ., • 3 12. 6 J0,8 28, 6 u '-' C.H o. 70 l. 20 2. 94 2. "13 O.'r/ !hll .: . 1 ~ 1.82 3. :.) 7.65 7.ll 2.01 ,...u ~. ].J -:,, • Jf, ;;.n 14.12 l3. l) 3. 71 _i,.22_ !; • .,;~ 2~-SS-4~ 85 'l:OTAL BASIN :FLOW llATE -'""'"'"""°'~'"-"'"''-'-"'"'"'""'•""n-"""'""'~n.,.,n•-•.,•--o."' .. """'"' .. D="'"'"""'"''"""'""'"'-""- BA5iN MAP For: Storm drain lines in Eas1~ Vall8y Road, Lind Avenue Southwest end Southwest 34th street, R~nton, ioiashir,gton. Fox:: ;P0well Devel•..\pment BUSP., ROW & HlTCHINGS, lNC. ~JJ!)9 MINOR AVENUE EAST SEATI"!..E, WA 9t!l02 (206)323-<1144 ERH JOl3 NO. 91407.06 APRIL 17, 1992 USDA United States ~ Department of Agricu lture ~ NRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the Un ited States Department of Agricu lture and other Federal agencies , State agencies including the Agric ultural Experiment Stations . and lo ca l participants Custom Soil Resource Report for King County Area, Washington Harley Davidson Renton Preface Soil surveys contain information that affects land use plann ing in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers , ranchers , foresters , agronomists , urban planners , community officials , engineers , developers , builders, and home buyers. Also , conservationists , teachers , students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand , protect, or enhance the en v ironment. Various land use regulations of Federal , State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment dec isions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with ex isting laws and regulations. Great differences in soil properties can occur within short distances. Some soil s are seasonally wet or subject to flooding . Some are too unstabl e to be used as a foundat ion for buildings o r roads . Clayey or wet soils are poorly suited to use as septic tank absorption fields . A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations , and local agencies. The Natural Resources Conservation Se rvice (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is ava ilable through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil Data Mart is the data storage site for the official soil survey information . The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race , color, national origin , age, disability, and w here appli cable, sex , marital status , familial status , parental status , religi on, sexual orientation , genetic information, political beliefs, reprisal , or because all or a part of an ind ividual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons w ith disabilities who require alternative means for communication of program information (Braille , large print , audiotape , etc.) should contact USDA's TARGET Center at (202) 720-2600 (voic e and TDD). To file a complaint of discrimination , write to USDA, Director. Office of Civil Rights, 1400 Independence A venue, S .W., Washington , D.C . 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 2 Contents Preface .................................................................................................................... 2 How Soil Surveys Are Made ................................................................................. .4 Soil Map .................................................................................................................. 6 Soil Map ................................................................................................................ 7 Legend .................................................................................................................. 8 Map Unit Legend .................................................................................................. 9 Map Unit Descriptions .......................................................................................... 9 King County Area , W ashington ....................................................................... 11 So-Snohomish silt loam ............................................................................ 1 1 Tu-Tukwila muck ....................................................................................... 12 References ............................................................................................................ 14 3 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their loc ation on the landscape and tables that sh ow soi l properties and limitations affecting various uses. Soil scientists observed the steepness , length , and shape of the slopes; the general pattern of drainage ; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural lay ers , or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in wh ich the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other liv ing organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography , geology, climate , water resources , soils , biological resources , and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms , relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observi ng the soils and miscellaneous areas in the survey area and relating thei r position to specific segments of the landform , a soil sc ientist develops a concept, or model, of how they were formed. Thus , during mapping , th is model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneou s area at a specific location on the landscape. Commonly , individual soils on the landscape merge into one another as their characteristics gradually change . To construct an accurate soil map , however, soil sc ientists must determine the b oundaries between the soils . They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationsh ip , are sufficient to verify predictions of the kinds of soil in an area and to determine the bounda ries. Soil scientists re corded the c haracteristics of the soil profiles that they studied . They noted soil color, texture , size and shape of soil aggregates, kind and amount of ro c k fragments , distribution of plant roots , reaction , and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties , the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts . Each taxonomic class has a set of soil characteristi c s w ith precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classifi cation used in the United States, is based mainly o n the kind and c haracter of soil properties and the arrangement of horizons within the profile . After the soil scientists classified and named the soils in the survey area, they compared the 4 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based o n e xperience and res earch. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses . Interpretations for all of the soils are field tested through observation of the soils in different uses and under different le vels of management. Some in terpretations are modified to fit loca l conditions. and some new interpretations are developed to meet local needs. Data are assembled from other sources . such as research information, production records , and field experience of specialists. For example , data on crop yields under defined levels of management are assembled from farm re cords and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are pred ictable over long periods of t ime , but they are not predictable from yea r to year. For examp le . so il scientists can predict with a fairly h igh degree of accuracy that a given soi l will have a high water table within certain depths in most years , but they cannot predict that a high water table will always be at a specific level in the soil o n a specific date. After so il scientists located and identified the significant natural bodies of soil in the survey area . they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees , buildings, fields, roads , and rivers . all of which help in locating boundaries accurately . 5 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit , and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map un it. 6 Custom Soi l Resource Report Legend MAP LE GE ND Area of Interest (AOI} ro Very Stony Spot Area of Interest (AOI) f Wet S pot Solls A Other Soil Map Un its Special Line Features Special Point Features -::.,.., Gully l !J Blowout S hort Steep Slope l2sl Borrow Pit Other ,.... ~ * Clay Spot Political Features • Closed Depression Munlclpalltles X Gravel Pit 0 Cities Gravelly Spot D Urban Areas @ Landfill W ater F eat ures A Lava Flow i Ocean s ,.i.. Ma rs h ,,...._, Strea ms a nd Canals Mine or Quarry Transportation ~ +++ R ails @ Miscellaneous Water R oa ds @ Perennial Water """' I nterstate Highways V Rock Outcrop ................. U S Ro utes + Sal ine S pot State Hig hways Sandy Spot -Local Roads -Severely Eroded Spot Other Roads <> Sinkhole t> Slide or Slip ,0 Sodic Spot -Spoil Area () Stony Spot MAP INFORMATION Origina l soil survey map shee ts were prepar ed at pub lication sca le. Viewing scal e and printing scale, however, may vary from the original. Please rely on the bar scale on each map s heet for proper map measurements. Source of Map: Natural Resources Conserva tion Service Web Soil Survey URL: http://we bsoil survey.nrcs.usda.gov Coordinate System: UTM Zone 10N T his product is generated from the USDA-NR CS certified data as of the versi on date(s) listed below. Soil Survey Area: Su rvey Area Data: King County Area, Washington V ersion 4 , Nov 21, 2006 Date(s) aerial images were photographed : 7/1 0/1990; 7/18/1 990 The orthophoto or other base map on which the soi l l ines wer e compi led and digitized probably differs from the background imagery di splayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. So Tu Custom Soil Resource Report Map Unit Legend Map Unit Symbol I King County Area, Washington (WA633) Map Unit Name Snohomish silt loam Tukwila muck I Acres in AOI 8.9 5.9 I Percent of AOI Totals for Area of Interest (AO!) 14.8 ---------- Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 9 60.2% 39.8% 100.0% Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soi/ series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, O to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, Oto 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 10 Custom Soil Resource Report King County Area, Washington So-Snohomish silt loam Map Unit Setting Elevation: 10 to 300 feet Mean annual precipitation: 22 to 50 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 160 to 220 days Map Unit Composition Snohomish and similar soils: 70 percent Woodinville: 20 percent Minor components: 5 percent Description of Snohomish Setting Landform: Flood plains Parent material: Alluvium Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: About O to 12 inches Frequency of flooding: Occasional Frequency of ponding: None Available water capacity: High (about 11.1 inches) Interpretive groups Land capability classification (irrigated).· 5w Land capability (nonirrigated).· 5w Typical profile 0 to 11 inches: Silt loam 11 to 17 inches: Clay loam 17 to 27 inches: Mucky peat 27 to 60 inches: Loamy fine sand Description of Woodinville Setting Landform: Flood plains Parent material: Alluvium Properties and qualities Depth to restrictive feature: More than 80 inches Depth to water table: About O to 12 inches Frequency of flooding: Frequent Frequency of ponding: None 11 Custom Soil Resource Report Minor Components Seattle Percent of map unit: 2 percent Landform: Depressions Tukwila Percent of map unit: 2 percent Landform: Flood plains Shalcar Percent of map unit: 1 percent Landform: Flood plains Tu-Tukwila muck Map Unit Setting Elevation: 30 to 750 feet Mean annual precipitation: 35 to 80 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period· 150 to 200 days Map Unit Composition Tukwila and similar soils: 80 percent Minor components: 20 percent Description of Tukwila Setting Landform: Flood plains Parent material: Herbaceous organic material Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Very poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About O inches Frequency of flooding: None Frequency of ponding: Frequent Available water capacity: Very high (about 24.1 inches) Interpretive groups Land capability (nonirrigated): 5w Typical profile 0 to 19 inches: Muck 19 to 60 inches: Stratified diatomaceous earth to muck Minor Components Seattle Percent of map unit: 15 percent Landform: Depressions 12 Custom Soil Resource Report Bellingham Percent of map unit: 3 percent Landform: Depressions Norma Percent of map unit: 2 percent Landform: Depressions 13 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWSIOBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://soils.usda.gov/ Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://soils.usda.gov/ Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://soils.usda.gov/ Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1 United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.glti.nrcs.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://soils.usda.gov/ 14 Custom Soil Resource Report United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. 15 I I I 'l ~ ,Ii CJ ~;.,. S! WETLAND DETENTION AREA ;h;; W[TLAND DETENTION AREA ~ ~h!I I · i I . 2 ~ ::""''''''''"'" cl 1(1111 ,1 //((1•1q1,1 -1 ' ' I I 'I// ('II // (II, (I// I I, 11..,W.,),.' -~ ---_..._ ---,_ .. .. --~ -~~.._ ._! _1 __ 1 I~--a.I·-"'~~~= c?· '~:J>' -b I ~ z (;, c; ~ s:: z --1 I ---~---- 0-1~~ :710 <' n ---u rri .::o I;orc :.t>fTlOZ ;u I u C")o:;::~, 01 [Tl l"'l '1 <Z r fTl -LTJ o,_::o nol/)0 ~~0-;: Orii:uz ZZrri,ri (./) ---, :] :::: Cl 0 I j I I I I I -1 - I I II '\ ; I ) ' I" I[, 111 I I .. - r\1• ~ 1, I 1:1_ _j _, i j \ g~~-'! I I··--~> o ~ °:-: J," 1 1 , , , ; ·----·-I . r ·---··· ' - I I ''\--·---:___ . ' /,11 c,' --iii ---,·-, I· ,-~: - , 1 1 _ I l _ . w t.~j:1 ,0: :: -~ ---~Ji] !~~~ JI ' '1-} 0 JI ,-· I ::;, ',,: ---·:. 11 ,·1, 'l I...!-.. ... - :, , ii ,. 11 1 L1! I -i 1-.:: 111 , , -. , JJ; ~ ~_:~_ , .: j i ·1 I 1', I ! -ii i ----; -- f ' I ' I ii II I --' ~I',': I, ',, II /; 1- ,1 i \1 I ,, , ·, i 1 j--1- 1'] I ,1 \ I ',;'' '.ii I '1·· I 1'' !.\:-_ I' I ' _-:: ' ---1 ' : : : !Is 111 II I -- -- 1 , I'~ 1, ~-'·'I __ r 1 I i ':I~-' ' C, i (; ! --- i',, 1 1 t :i:·: Ii I --<: ,I -~ -I , 1 , . I II ii -11 ~-JJ_ r-:--::::r=:' i-- _[ -~ _-t_ _ "-' "" 1'7~ r"~ -=-i'!l~ --r'"" --l t -frl ~ 1 __ 1, I 1;, '. I --,-1;i -I,-. T -· 1 , . i'j I~ I I 0--:------0 I I~ I ' -11 . I ---. -· + -. . I \• ',' ! ' ' ,I I -1 t I. l//i _ \· . , · 1ll,"',L'1•ti~t1 1 j ' • ·-· 'lU+ffi!:' ,•),,9 -_t .I II l_ --,_-.,,. -11 'ii :"'i''f-"11'~ ii lLie-e-l J,,,,,,\_1,, ,,. ,, ' I 1--~-I ·10 ~ :::1 l ~1 -I _j ! I I [I I -t-------- 11-_. IJ----- ,-------- ,----. l =,- --I _, ' ~ ---: I ! - 11~-- f -L ! --<1i-=--- 1J~ - ' ::.::':.=.. I I ,. 1 ., , , I. , . 1il. . . . . . . , , 1·u I , I I 1 - 1 1 i •. 1 . II 111 __J[_J' ' \',' I I ' I : I ' ' ! ', ' ' ' ' ' i ' ' ! ' ! ' I I I ' u__i_:ij I I I "_., ·• ·--. --. ~-. __ :.J~-~.L~J -~~----~-~-~--· , _ _[_ --.~..LL_'JI -,-/_1.~ r1 ~ .-~~~-=--~--_-----~-~----___ :_o_,:c-__ --:-,.,~~~-~-----:=".:_----=-,·------~-------_ 1 1 I -Fl__ _ -=~~ . 0 . -~ ~ -------. ~-~-,----~ ---·-- '1-~ ------·-------=':··· ' ,. "'"EAST VALLEY MW. -----------I ---,------------------- JI j I ; ::/: q , 11 : I' i I : ;; , 11 I , I' I I I, I I I I I i i I \ I I \\ : I I 'C I : , : ; [.\ /-I I 1-.c ', p ' ' ' '.-·:1 ' I ; I) ! / i l 1 ) ' -, ' ·1 ' ' I I ,' l / I I ' i I I ·, I I I '-1-\ !... ' ' ' I I -? : : I ;ii I ! \ Ii; I a , l1 i \\ I_ '!_a I I: I : / : -, I I/ I -- ,. I ,-- i I : . I I I ' I ! ! i_\ ! I U___ (iwiir,·~·"~~,-~,Cl:l,ffi9700 ~AC P 50l.S5o.,~'..l':~.J._s_~_,_lW C~l;Stm:turallf'annllllSi.MI)' "'--'"""'"' paw,"}l'oom ----1/'y<, I 5 DC:S!GN GROUP \...._ .~'.'>"nm us< '"~'""""' u_c -01 ' - • DRAINAGE PLAN DOWNTOWN HARLEY-DAVIDSON RENTON BOB LANPHERE ENTERPRISES . n ': __ , ~ :_ ., . --Mn1 BDL 3701 EAST VALLEY ROAD 1:(J,lliJ !Sil fi 1/1 RENTON, WASHINGTON 98055 :",:,~',-;;;·,:',."t',':,~, :::;'.·,~ <_,< •• , ''"''"'"'·0""''·'"·"'""~'"' -