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Home My WebLink AboutLUA98-111 E , ` TOWNEPLACE SUITES i I o b A PORTION OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ,... eL a. CITY OF RENTON, KING COUNTY, WASHINGTON i. _ 8 � LEGEND ME R SE 0El 8 PROPOSED I CATCH BASIN ® S is 1 P I!± R�POsm CORN � — — V ,O=Ira < F— URS.STORM DRAWN.OTC o PROPOSED SAN..SEWER CIEMIOU! • SCALE.T-q _I • € PROPOSED sumwr SF...vw°iF n I DROOLS SEWER r F 0 ,,,.,nr R�n a zOs.,e N Of NOT E 210.2E w PR LMpM SEWER El -+--� J i 11 I I I LEGAL DISC WT1O g z t'` mom waver SEWER UNE ==_ ,`�' ''' _ OR r a no e v an v.mw s w— 0 o E b eco om uau acamw Ra. i E., >Y 9t NEW BUILDNGR — ••�raww..RSROc,O.. W 14 a E OSTING.WnR,.Rw lC— FF-220 SI n ` _ I J 91WrE w TMc COUNTY a Rno.04410 a w�wwnw. co o f.Y. - fMSING WAR"POSE — — I cm s p� LOT 1O' � ": —• I BENCHMARK: g g CO k. 5; aa5saz : - s I x AT. NONLAIENT `vrig ROPOsm w R VALVE w CONSTRUCTED ors.S.W.Iss,wFcr AND LIND PINDPOSED SPOT swEG . . x*. _ayte^ >aoFv ELEVATIONS esv�no-euo EXISTING SHOT EWER , l i i l II I I I I I Ii"� ' IF W 3rz I. $�R �,e MIRO 005014S —,°°— _ I G I BASIS OF BEARING P PRowsED CONTOURS —__,00 } , b0. , I R+ /ai u RRRORw ar THE cm OF�ma ' z srR+ccs msm. y, z^ I �'� PROPOSED o _ — - _ I VERTICAL DA1W �.4 F— ,I x — 1 » — PROPOSED CONCRETER.7.0:01M _— NEW BUILDINGS . ii a FF-22O I �L� ; I — J SITE DATA LOT 2 — ,, — k_ INS ACRES IIIII P > 1 1 1 1 1 1 1 I TTTTr 11 1 I I 1 1 I I 1 (! —I 8 Y g INDEX OF SHEETS P C1 OF 5 COVER SHEET o., 3 C2 OF 5 PRELIMINARY GRADING AND STORM DRAINAGE PLAN ^; "4 g C3 OF 5 PRELJMINARY SAMTARY SEWER m P. AND WATERMAIN EXTENSION PLAN C4 OF 5 CONSTRUCTION NOTES AND DETAILS �' "B°�~f, J��N• i4 K ,' = s C5 OF 5 WATERMAIN DETAILS 111.V7srEws'�h`! O6 AL WIEN wl Own eire.wasi ..■WWI.n m.TIOWE� CALL BEFORE YOU DIG I owRcs I Rwrm.e seem i COIEWEE oo.E Oars R ��. . ;06 ' NOUNS 1-800-424-5555 CRY OF RENTON a� mess,..SOMME W.WEE e+ma....ET(We)um-1 iw. oeBITTnR.nwewT OF r4EeL10 WORKS. OTLITT WfFJCT NOTE 400744 WE eOYRNRM OF RED...WOMAN MAW LW Y..WEE g RECCOMENZED oea®eon COMPLIANCE .•..e� E COVER SHEET wn APPROVALoaCp"""'01nw unna Wecmw��°x°"`s�nw�" ',„� � .,.ao�RPO.MNp 70110 ^, TO UfT 6fNOM[l6 �aiwux>M a,� WOE- - - sw^TO LW., OF mO.�w.�R�W.ed..as�� ,o. - .. " _ TIE ..c.ro RESOLVE..MOM.RSEEI FRGNOS:.nR'°'",o.°"is16`OR evo.Sauir OF mRw.O ET TIE own.OF THI°OLIVET°, ."'.".e"`",la INEN w"n..'"�W„o:,Re u„�. )[eIN en=ne — R.,o .--- 4 m mwc NTH ee® ma_ r-w' lla ..w m,�..o~_ U �a cwrs,w.rnw. e =MI . w r wm .....,.. RAC M. \es sOww\.. em een mn..e.\ -0,n.O . .:m/lO/,. ..e O.:e SW.1_.o LW,....t. 16949 ..1RR.R- sa:1-E, WW1 Cl :5 _ PRELIMINARY GRADING AND STORM DRAINAGE PLAN ~1 ill II II fn IX rf Dl■ _..____— a 10•D1 Y a rorur a,e•u I EL u.on OF ENTON— a.lO•unm uloln2r rt. r%. .,purl' F d w �.n.em)mlew(8MLLE9 , e Et rA °f w' i - '�:. -. f1 REC.NO.9ro2O9°.ee MrM®ES F6.NU. ' [.,x i'JS ,r ' ..f PM x°.OM-MOW • [f aRx 0600r ulvn rr • VV a ':h' i un(ro W, f-n.»4,�pr y[y� r1 _ 3 N ef]rss c a? a I 1 o-i a G 55, ram_ =e�c N9fJ)']1•F xa 1B' LYE ia.� PPE 9,06 . Nff]iOTE i 5� vtl¢T 1 • � _..._,1i� nrsnxc rsn9u)ra[Nnn +, p 26 I,, 1 :"°fir. B[�� n° ., C ~ �_ I dY I ——�... .....28 .. t... .>lt..1 .... E-n.9x 944 5• �I/Ai ,I H W mes iE R 9� A ' Tm (1�" rEWNRi' I ..1_ .. —— ......#a,f vRMAR pwraE F.90OM1--1 I I �a 8 PF-420 — 1 I —�� ga, 11 II J 2 I•� I I ,I . . 1 -s.,1>eN.EASDENT 99MIMO6• � q ' ■ • '' rN /1lMLT i 1 I -d I 0 I I ■ I "+ , F, ;'ia r' I I, .. 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I.IN MI I CAR.NM MILL BE /LNICIYNE PER CM Or.NTON o STD.O.O.BOIL PREIJMINARY GRADING AND ' an O°r91"" STORM DRAINAGE PLAN MOON SM.Vor...027 EI = w�— we va�ae wen ,i1 �.uwrtrM MR.x rift COVER arm Jo_ Ms AEI_ m r.a,.mr •,� U lti 1,1p96•80A en\Exlc.¢fC\602MCY1.csc an,/rrc 07/1°I,99B IOW U.,-m Mn W. z.9x9-lzwn-B2een-z n �_ • •_ r�' �', m rit 6 _® PRELIMINARY SANITARY SEWER AND WATERMAIN EXTENSION PLAN F !il i WALE 1,217 Ex le DJ.II V.'Car. a 16"°S w • I EP.22i rn.or PEW. ¢anu°M+rModr i �zlil ,• . RIM }�� ci_ $! wiC.W.Gm)°°DSA A.avrwsma R6.,`,Fir.„ M7i 17 d 1 . - wcc w.zmm.mse lr SEMI u.l.rt i IE 12112 OP l'1i i.._ R5 g r 47 555.16' M WRVS'E 2°.A .pEL2p,1 SUM PR . 5 ! 1 _ _-,- -.-:_.--1...=_,,,„___f__________m_.... lk. �5Y55•E 306.16__z _f SEW 1R vLtE r1E 1101R1o1 la etir ee i [ram ■ ` - i• �. E-1139 4 a 5 `,, 1°M MD MACE ?S � I P 1 aiyB1G1 —�Mai�_ w � E-12a(f O N ■ - n� q! i.El ¢ O�Z. E I I b I a :n lr D� jM1• -t o-n.zi°(r n 0. 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IIo G a I F .. �, a I I I L_ r' I I IP iI 11 II _x= ga =7 m I� rwu SOov...1 a, rw os.nc e I; I 1I nrl7ln �N•'Y,. 1.111119111. ' I `'1, 1 I 4 `11716') 0�`°6}e f4 ,Q7 ,,__._ R 1 it I 1 ,I 1 I J I I" = E •`Yi 1 — I 1 III 1 I ! I I I < ,% •WE I !! , I ',11 ® b►a.�. EL 1.,.,lm CITY OF RENTON ffi REcaE.ao® PFELMNARY SANFTARY SEWER Z ran APPROVAL AND WATERMAN EXTENSION PLAN g mem 1 _ Sy - Me —VW. r Al__ I'-m' 'ems n1.14 IM wEe . .. O. —— -- .wr 03...5 m la.:,\. 6M66a\0E0, C\.1.91'I D. °.a/...0,/1°/1we 1.. S. I-2°,ore...r. z.z°-rz.M-ez.z°-s. E STORMWATER DRAINAGE NOTE& CONSTRUCTION NOTES AND DETAILS En BMW MIST BE t I I NTH THE OTT Y R.GTM,r OCCURS,A PALC OR. STORM DRAINAGE PIPE SPECIFICATIONS ° DR 0 EL E amen Dx D�R Y�!OF P Y ND Cn LESION D..ft HELD P,«QN GRADE _ AEARD E Of TIE FLOORING E1PIMl LEESS 2 R COSHALL R o BE M...ACE MITT TIE'I Yee MANMlO OTKP�I.SP SPECIFIED IPA TIE L. PIPEI Y.KETD ISIDrTIMT MO aMl.EMT ETD x61Nt' d J .'sO01T wN TXrE�AYFFGw PI�iB WOCE�ORxSWi.4COW PEP BF Ylfi E M TIE SAE IAL As lE VIPC PIPE LULL HAVE A(YIMYII COVER AS . • TAR E L SEE OEFRAME. S COVER �1 d Q THE OT,or ENP.DEPART.,Or PUB.ADVS. M SPECIE S YEmYEnaTIDiSS FOR RINI1DiM.0.RR.0 FCONSTRUCTOOD ,ER TO PE Jr CRUSHED XIX c ISIM w.usnLNr(a•WTI tp r 11.CH EOM ACCORDING TO BAIT APPROVED RICH TIRMMI 11 INCH DIADEM PIPE RIAU.E CLASS ao MO 16-TED d tiy8Jt 1. S STEAKTHE .°. w T�IN SHALL oFPNi1�YNFM�OF CONSTRUCTED xORAS. ANT DEVIATOR A IRON WEEP PIPE SAL E ELXS OLD..IN.0.MTN _ CONE FROAI PIE AP..DEPARTENT PVM UC PICTURE DESK. E APP. FR.Slt TIE UI OF MMOAO A-21.l y1laM C-6 bIMS SR.E A91-0IC IECIMNIGI, \'\� \- RLUgA CA51tETFD Al~ .. RErI N E Eg wPFRo.EnunAs Nssr EBE DNDmL a L smRM MTL ullnr. RAPED fa-IMx TO.alrtxl:� //`�� y s reDRD.Nce w111 c-au CI Q A aNsmurnc«rs M PWMDss SEE MDeE`9` .pia 1DIIN I.CAMP allM.1.°uI GOINPIPE o ON cE(CUSS I I).zi 1. \ snucnNrl Pu G}I 7d Z W Ijf DN9ET AP I PIP.SELL E EIrYROOL ALL AM PICOT Mn RILan •V F B DAT.SNM1 iMi -m(R FCO!YIMMa EDAMI). E Wx.DEPARTICHT CAT but YCRKs. EAPDLER MJICIRINM AIU BLYUpN AE N01FD C i-1 I.rMW W le NCH ETIAIRP PIPE urn za-EMH TD M-1.DE CO..11 i:-:j • _ CONCRETE�EDBv PIPE INC., y... 3 IN.0110.DNGOI,TM AS OE WALL M MP 11 M lCOMA.IALLJO JOINTS SMALL PRE Y a IF; AL S KOON/IEL TON FACTIIIIESVE RUST E M OPERATO R P O C V WPIN V.I€E RCSA cTION)OR.E.. PvCCQ ErMI PI11 PE REWIES A C (I.E.arCH ! 0 idTE BOOM SUM.OR SITRICX. .a WDE W�OCSO Mw P DD REIL9E M D0..mA wIMYPIRYI MiNY W a=MxI m q V YAX PPE LI£-31• DE.SS Y rx z l/ T 1WW1k Ne11I(E 5 v QO > M1 RFT...I/DETENTE EON.MT E MSINIFD.MOM OPERATION PROM m DIAETER 1:C.R V 11�/pl� ��NOT Cul.411 y F~ OP M CONJBiRpN PMH ALL CONSTMACDOH I[iNTT UNLEA OnFAMSF APPROVED IDEA m ETOLS IN TES[PLirB!OR AM PIPESRLNm rx x1 I I C i•• DUR OTPLVNTO.A Slits NS THE DE➢M,YpT OE PUB.VCR.STORN MIER UNITY. MINIEED PIPE w.i ME ASRYLT VEX.1 OWING(EU-ibi hams :•• • i: P1![f � CMSCETE SNELFU O S YIXIUEE,OTTER E IELICAL Rm11.GCTEU STEELLPIPE(In)-e INCH MELW M IMN LULL E le YMIE of TVA C OMWMAPPRP51 STAN D YDES.4MLL BE SLEY®RTED ♦ /l I //�E YM. aTC1 M,U MSLYIlE GVMl3n Ad � PRECAST BASE SECTOR LYOfGPC Ml.m!LE,MID APPROVED S I.DEPARMM E PUBLIC WORKS STORY ASATLT TE.ITMM 1 COATED I Y LETATLa Ix PAPS LAM PEN AM PIPES SUER UTILITY LOAFER TMN A IND.IN DIMETP(L DaCOT MNI.MM. �, ,_ CAS!IN SHELF. 0. PR;NO APPLYEIDwx.II su11 E WO ON A PROMO,PREPARE mlMpxTbl !ED P0.rtT14DF EFT M TE EOUIEIENfS E MLRO 1F�P1 TTPE S YIXIMY PPM W!i E WL DOEIY 8. M IOARDYCE P ON SELM A 7 0zl(1)OE THE C.REM STATE OF RASH.TM1 PIM DIAETEN LWL S. W[c[YwlIgPMP DINETFA 9MLL�EMX DA TE DIMETFEgipDflRS ) SE..SRRGTON FOR AOAO AO MAX CONSIBLTNN T9 S.1 POLDE roe.eE OA41f IPFD AS•MISEAMrID?. DrIEPIOrT JOIE LULL lel'eeKt LFE`E e• . I .A ALMA.LEVEL.OF ME TENCH BOrTW OR BAIT TOP E ME FOUNDATION D Nn 0]i13(1 Y velM fIISlMglt ..:..�...'`.,.. S M.1 E PUCEYEM AM EOYPKroN OF REQUIRED EN.RAIEIMI CM.L9QR MMINCICOiO A�YTY f 1P.C.41FiFD blMa AIL E LLBIIiCASm AS RECYIExOP ` �\ y ro UNIFORM WAX SO r`E LF1W N E TALE PALE'MLL E SUPPORTED x r TIE r PRODUCER S SHALL At ICON 1¢pLL rTa •SOILE1�MINTS S umm PnEMunASE1fA rrc .4. . \\• OAT p Z j 505 [ O E ET1 THE PCFPIDE E PC PSI K.TENCN MCxfY1 S1WL E WAM.LIFD N PIPEI;TETI.MULL WET TIE EOUIEIERTS SET FC.1 IN M9rt0 Y D. _ [.R II Ems' MIIirt.CES.Ix GHAMELW COATED(SEALED) YMIIP IS ROW FOR 50-15 P.WIOV EWWM bMLL E e PENT DnE.Wff PER ABLY D-tap)-m. AM OVER I. RIME a WO EMEEE®•M SEILO APE 9 �� M. 01 u ONC EALU OR APPROVEDTMO $ ti IZW on:la NO MOP Est PPE xm' Z. M EDIE9YMQ N NNPR D-1�MPL'IMN POLL E COLOR E COATING SHAN RE.ATE'-NUAl N C, V C ID.GLWX�D STEEL PPC MO NMYo1COD STEEL PIPE TOR NL MIMMOE FACILITIES 1 1/f•TCL6•r 3 E€[[ LWL R.P. NNET,MINN1REET ANON ESOP .SPSYL E ^ T-PATCH ROAD RESTORATION DETAIL SANITARY MANHOLE TYPICAL DETAIL i� I,.s DRAMA PPE OR.FIX POINTEDu TiE rev�DF,MM`. P MA DE MN �E�+ , `��-- , j p Ia NL GTCN WM DRUB SAL E DEPRE�0.10 FEET BELOW PMEEN,UNIT_ b NR31 �` ND,,c su` NOT,v sc..� Qw di IJ. _OPEN Clrt RDM 1w*0 NO EIOTaO R9.0 Mcxr-0i-MT wu xoT BE � wEssPECMGurAPRDm. GITE11..,EP.RYNrE Bx �� -0 RxK us MD 3 NPRia.Dmcx EIIEImR. �!\\s•' \�� \�� 1 MD DR SSES P DRDRW E IS.w �� r r r CRUSHED a a-0 r� 1/ ♦.OF SOUIO WWI ROCK PLS ID TO A E I FOOT MO MUST ELT ME M xO16 1 PEM,DMr Praoc sL.vME � iI g ��' PASS.;a IS INCHES %P�rt N a0 ENT PERCENT TO WI P05O.�YO-z TO E I I I I PAW TOP Y w Ols W MMU Ox IX R NEER LW togs E O MCH6 Rapt FM TO RD MSLNG FCLEMDUT pO�E�FOR AU.pfiglfrs I. FECICLED ACM� TREATED WEN A MIOWER PRESOAK.(AGA CG. _ 1 ALL MILLING OPRSSPMTs.AO ALONG MOWS SHM1 E COMEC,ED AD LOWED M R.R.PM/NM • e•m�W�o MOOD POST E TIEM gVpE MIN BAIT AEgAE)ENIS TO �Mt(a) STORY OOP.OSTEN LIMOS APPRO.UY THE CEPARENENT OF IN WEN. AND UNPAGED MFA TREATED TYBP Sx41 E P.IMTF➢WIRES I! j 51 ES DOWER OR STOR M.UTILITY. AN ACCURATELY URQ6MED CERTIFIED b 1 WIC OF TIS DR..SST.ALL E SMUTTED TO THE CNr of ,Ts, z situ TUBE 9M1 CONPMM TO ASn.lU GRADE A Q 1., ENf01l UPON CpPIEIpH. FEDD MYLYpt(1YP.E DI 1 NUTS.IDLR.!NR51ER5 SWLL CO..TO Asn ABAT. 1 - IC SCARCE OF TEN YuacOR00.19ETIM,PEmME THE GTTER.roY CLEAN OUT BLOCKING DETAIL M :rmPRrsLE EGMAgD E POIO CD TY REM.M 06,01 E TEE COREA.LEGAL OMf+BM AND/OR WRIT. NoT E 1 RE BALD CD smug SURFACE MTP OBrosnON. FIRER THE env OF "" RE1pNABF COLLARDS S Cox FENTON DIES NCO ACCEPT MO OMA:AR AN THE MAR FIMCMNMG Asp _ a D1ETE"MU. M MTDUIOE OFSI THE M PROW.WRAC CONSTNUCTUN. WIl1ND RA0YE 1E ■ R 1 1 17.TE CCNIODIOR....E 45PM6ME DP PRO..ADEODAC VACUA, r 1' AN SMESI MI=5 ENE FAU M PRDTECINE ONIAHDI,RM..RM.. D OM REELEDFR ELED MEW E LN. O SPAY OF TEE T PALA MO TORO PROTECT L r INEDECLED IM TiFER PLASTIC RECYCLED OCT. 11 PROPERTY PI EN M PETWORAY CE CC WORN WO COM.FEE E I I f I 1RACEIF MMRIYF_Ml TEST MY INTERRUPT OR MEPS E WPM a LINES GNAWER.SCEs NOOK MITE ROW LULL EDURE ANM•F APPROVED 1E CONTROL FUN BY THE •.• . N F. TRAFFIC DONIODN C MMSON OF AYE OPAMYEM OF PD.KEW ALL SECTORS roP PANES e • •• • 6•%e'x�EYE WL E THE WSODT ETAHnRD PECTIC..1-OTII.TMin CONTROL SHALL APPLY. !/'�- E•x E•x e'-r IA•I•L 1TNCTIIES4 �U l0.TEE SPEC. PROTECTION W.A.Dna BE REQUIRED T THE PROJECT IDGTON a MOM • �' slpil a WHERE it SIX CEMENT CONCRETE COLVAPIPED SIMw N SCEs NUT DO PEEN eoLT"iN51`EADPe N.ALIT. =O o 3 J .//` EMl°u9 '� a"00�Nw"` GLVM�D�MN AII:NDED n$;N t GAVE 5 `'�```i��i�\ FYLMEL M OE 1A TT 2.CO'P'AC.DEPTH - - =w~a O ai ,.mLrwDm�,,,.s'0'CRUS. CONCRETE CURB AND SIDEWALK ..T 11 -� w• r ID WALE iT' K, �1•"a,y RADA nE COURSE tm A[' r r r D�r.1010 DwE1P �- Z �� o . e ".,y,CP•S,E.t,P is, C • SE PoeAL C� �•U..� _ DPLRES 1 L�p1A0 I�OIYIOa RUM I SOU. TO aPAR Of DETAIL *�+E OFON WOIRKU o -- - =_R-\�\ CO ID � T SC. ffi IT TYPICAL PAVING SECTION 1E00141131l5 CONSTRUCTION NOTES AND DETAILS IALIi0MT. l•.IB W/O•euee Y AC.moon) NM 10 SCALE FROM APPROVAL • EXTRUDED CONCRETE CURB DETAIL R - � _ea. v./„ ,� „I..I in ma__ es LL__ s or. rs ow PANE , V W, w� E NP. P .M. •• mr„„„m= ... ..5 m RA:P..\BARORa\YOY\ERCND.\eeiY-01.11. WOO.DTAY/ARM IP.M BITS 1.1 r.0. TE.-0. I, WATERMAIN DETAILS v, 0- wrRM1s \ fa�� 0- Itto �tlfet DA D,L ew 1 2 �� f/1�l�f, op.----- J == a — CD Q MOWS L..IN CMa,FILL '++ t2� 3 e U elty m Dilcr O 6 p�sym�rtip N 5-1 1F V)1[4�11A 1-1 Ilmvan[a�a! o iy 4 0 3 - r 6..a-, iu°D f.'XV. m a O cn Q ~ 8FFiy U O "1 1 11 ''. Mac a UN a MO a tflS T m CUM 2 e 1•MOO AMR _,----.011 a.4RWra wsucME I .. - CONCRETE MO. 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" • REC.NO. 8500169002 —- -_--1 6610311858) J ' M 99']Y59'E 209.It1' • -_ ] •M -war E ]10.]�' _ / _ - - I -_ _---- yIr 7 r , Ll I ; II - I II— 'II 1 �I � IIIIIILI �I�ll C ► A I I I — — I JOHNSON BRAUND r— DESIGN GROUP,NC. 1 TOWNEPLACE SU E$ I L — — r • C 4 STORY - 63 R I I �� 1 I ARCHITECTURE I II LARKSPUR HOTEL — LANDSCAPE I I — ARCHITECTURE VACANT ,;, 1 I c 1 _ AND PLANNING C C II C I J I ` I i . ..t.I r _ 130 ARDOJER PARK • Pat — , „ �� ` f SFATTIEEAST s WA 96188UITE 1 I %� 11111 I I C I i 10 w�I/. . . 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NO. 8211170375 CONTEXT SITE PALM 111.11..1 I N e9'M'35-E 4Xar - _ �— (.1 Q ,Ge-sa _J - __ ��7 -moo-ae U V TaY \� LIGHT SIRES uwT SW 19TH STREET SlREET sSlREEE T uaiT CP Continental Mills Inc. Larkspur Hospitality Development and Studio West Hotel Co. P.O. Box 88176 Management Co. LLC 101 Larkspur Landing #318 Seattle, WA 98138 770 Tamalpais Drive#301 Larkspur, CA 94939 334040-3328 Corte Madera, CA 94925 CMD Realty Investment Fund 227 W. Monroe Street#3900 1\ Chicago, IL 60606 9 $ dillailiallt46 , . _.,. , . —„, ‘,„„,4,01.-- s. v 001/4 cv ,. • , ' , •, a I • . i 1.4 Ir, ri rY, ; .,...;t-••: •cr. , _. .."' gi..1100...'t I n•, ' ''' st ..vr, ,% J 1, ,Illat1.PY.-1511—gi I,Noattp.' Atin "‘ s-* I10. -'ir- ,•- ' ,...q?-,.,: . I int i""u1Wj ii A, LT,T5.1-.2 4 zi:,‘ra :=1.1.MalEMIER W/5 k, .. ,,,... ......,, tif if t -... ti -. . I ,-. ....,mf.-,-,. ,,f, - .:wromaxmaa -' SW.:--- ' ,A, ""' '''''''',„„ '-'-'7'...2— - --r-r'-'----..",----4.2--..---.. I I i IMICE 1--r•-•-----li 1 :' '2. FIC.PiCen 11113 1 111 i ^Id • ! I I T 1 rffj Mil 0' - !i :i 7, ..L. L ; / 1111111111 ,ii IMP 4 '13• .... •4. • SW MTN 511.' 1 1 ArIMIE. ., "i F ,".1•12111... 1\ I Elr•ICA :. -.- ,illICE , MI.ICIIIIIM-2 • EIM3KM I I .OFFICE Er•ICIM :1 _ =II 1 II ,!... 9 ....... 1 ....K.E..._. . . • =IN I .-1 Al I; ,M•-UNIIIMal" MPIOCIILWKI . •1• " amm...00IN ' I ..": 44.-, A NEIGHBORHOOD " ----1 :t-- DETAIL MAP ---v NTowneplace Suites i ,. , . ----"I__. i, m 5r--.i./an \i : 1 - - Fir ..... ....,: -------''' ,_ '-i--i-T___-_+—_,1 _ litifil \ SCALE 3 1,200' 13:1M _ •MOM • MIIIIILLEIPL±1 •Or= • 0 iet-r----------- 4.- --. ...-,.., ..,...0.--_ = 44,, 1411.0 iMpu.no.r.41...n re WT. =47..-....:,====*`. E. :',.-----A:::::-.".•"" _. �► - CITS JF RENTON sell I \ Planning/Building/Public Works Department Jesse Tannerr,,Mayor Gregg Zimmerman P.E.,Administrator September 2, 1998 Mr. Brian Smith Barghausen Consulting Engineers 18215 - 72nd Avenue South Kent, WA 98032 SUBJECT: Towneplace Suites Hotel Project No. LUA-98-111,SA-A,ECF Dear Mr. Smith: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed on the ERC determination. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures and Site Plan Conditions of Approval. If you have any questions, please feel free to contact me at (425) 430-7219. For the Environmental Review Committee, Peter Rosen Project Manager cc: SW 19th Lind LLC/Owners Marriott Internationa, Inc./Applicant Enclosure FINAL r10C 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITY QF RENT4N CURRENT PLANNING DIVISION AFFIAVIT'O• SERVICE BY MAILING On the 1"-tb day of Duct' , 1998, I deposited in the mails of the United States, a sealed envelope containing 1�Pa%-f awed 17ects Io-tn documents. This information was sent to: Name Representing 14r•dreu) 4ov\ S W 19 ' LLv.d LLC- (Signature of Sender) .u_1�- Se�c�er- STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that -;H))cL� 5'lc". ,icr,u signed this instrument and acknowledged it to be his/her/their free and voluntary act for(-the uses and purposes mentioned in the instrument. Dated: C:..L.l /V /le/- 2 ? GL�c t1 % � 'i Notary Public in for the tate of Washi on Notary (Print) F My appointment ex i • OMMISSION EXPIRES 6/29/99 Project Name: --�owV►e-lctrct Su-es Project Number: LUA RS • 1111 SF% ,Et.? NOTARY.DOC REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION REPORT DATE: August 11, 1998 Project Name: Towneplace Suites Applicant: Marriott International, Inc. Owner: SW 19th Lind LLC File Number: LUA-098-111, SA, ECF Project Manager: Peter Rosen Project Description: Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. Project Location: 300 SW 19th Street Exist. Bldg. Area: N/A Proposed New Bldg. Area: 73,516 s.f. Site Area: 2.86 acres Total Building Area: 73,516 s.f. j .g98 VTR 'W pile '. Y p� S•. qO t. �1 $"0 u R e n t I• .-.�'..+ ..... II. .Hsu. ,._ .,.,,,-----, Iri- 41442"'" 0.1„..6 .N '`"""gii I •...SW 1. `16rR S -'A . . F _- l i- - El I i : -1.' . 'L zeif UM ► ; %. ..n n .S OIR �� 1G IIlii sc I —1 `— I a.Ece _ lip" _y i "rr.: j 1 :i rel, [h A NEIGHBORHOOD �•' DETAIL MAP -4 i- .... ■-T Project Location Map Towneplace 4; L ' t ; srTExc.noc SCALE P=2Jd ei •-i tq. Ik City of Renton P/B/PW Departmen Administrative Site Plan Approval&Env,,,,,,,nental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 2 of 14 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant seeks Site Plan Approval and Environmental Review to construct an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. The hotel is proposed in the Lind Corporate Park, directly west of the Larkspur Hotel and Hilton Garden Inn which are presently under construction. There is another hotel which is proposed under a separate land use application located directly to the south of the subject proposal site. Building A, located at the north end of the site, would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The two buildings are oriented along an east/west axis, separated by a double row of parking. The swimming pool and bar-b-que area located on the south side of Building A is well-situated to serve both buildings. The proposal includes 138 parking stalls. The parking is located mostly around the perimeters of the site. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. The emergency access would have a chained barrier to separate it from the proposed hotel development to the south. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Earth Impacts: The site is basically level and prepared for construction. Typical site slopes do not exceed 5%. A geotechnical report has been prepared for the application by AGRA Earth and Environmental. Soil conditions underlying the site generally consist of up to 18 feet of loose to dense silty, gravelly sands and sandy silts (fill) over 5 to 11 1/2 feet of peat and organic silts over dense to very dense native sands. Due to the presence of compressible peat and organic soils, the report recommends augercast pile foundations and preloading the floor footprints of the hotels. There are stockpiles of fill material on the subject site from the recent construction of the hotels on adjacent parcels to the east. The environmental checklist estimates approximately 18,000 cubic yards of material would need to be removed from the subject site. SITERC.DOC •• City of Renton P/B/PW Departmenrir Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 3 of 14 The site would be stripped of existing vegetation and graded for asphalt and building areas. Erosion could occur during the construction phase of the project. Potential erosion impacts would be mitigated by City Code requirements for approval of a Temporary Erosion and Sedimentation Control Plan (TESCP) and a Construction Mitigation Plan and prior to issuance of Construction Permits. Mitigation Measures: No further mitigation is recommended. Nexus: NA 2) Air Impacts Impacts to air quality can be anticipated during construction and after occupancy of the proposed project. Impacts during construction would include increased levels of airborne particulates (especially dust) from disturbance of exposed soils. Construction impacts would be short term in nature and would be mitigated through best management practices of the required TESCP and with the Construction Mitigation Plan. Emissions from construction equipment exhaust would have a minor impact on local air quality. Exhaust from construction vehicles is regulated by State and City Codes. After construction, the impacts would be associated primarily with vehicle exhaust from customer and employee traffic. Vehicle emissions are regulated by the State of Washington. Overall air impacts would be relatively minor in nature and not considered significant to warrant special mitigation measures. Mitigation Measures No further mitigation is recommended. Policy Nexus NA 3) Water Impacts There is no surface water or wetlands located on the site. The environmental checklist states that the site is not within the 100-year floodplain. South of the subject site across SW 19th Street is a large Category I wetland area. The wetland would not be impacted by the subject proposal. The previous development of the Lind Corporate Park constructed a common stormwater facility to serve all individual development proposals on the site. Stormwater drainage for the subject proposal would utilize the common system that has been constructed, passing through a water quality vault prior to discharge into the wetland south of SW 19th Street. The applicant will need to verify that the site is covered under the joint use and maintenance agreement for rights to use the common stormwater facility. Mitigation Measures No further mitigation is recommended. Policy Nexus NA. 4) Fire Protection Impacts The proposal would add new construction to the City which would potentially impact the City's Fire Department. A Fire Mitigation Fee applies to all new construction. The required mitigation fee is based on a rate of $0.52 per square foot of new construction. For the proposed development the fee is SITERC.DOC • City of Renton P/B/PW Department Administrative Site Plan Approval& Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 4 of]4 tentatively estimated at $38,228.32 (73,516 square feet X $0.52 = $38,228.32). The Fire Mitigation Fee is payable at the time that Building Permits are issued. Mitigation Measures The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square foot of new construction. This fee is estimated at $38,228.32 (73,516 square feet X $0.52 = $38,228.32). The Fire Mitigation Fee is payable prior to the issuance of Building Permits. Policy Nexus Fire Mitigation Fee Resolution and adopting Ordinance, SEPA Ordinance. 5) Transportation Impacts Access to the hotel is proposed off SW 19th Street via a joint-use driveway along the west property line. The access is a dead-end at the north end of the site. Fire department dead-end access roadways over 150 feet in length are required to have an approved turn-around. A secondary, emergency access is proposed along the east property line. The emergency access would have a chained barrier to separate it from the proposed hotel development to the south. A traffic study for the proposal was prepared by James Maclsaac. The report concludes that a traffic signal is expected to be warranted at the intersection of Lind Avenue SW and SW 19th Street and the report recommends that the applicant provide a fair-share contribution toward a traffic signal as mitigation for the proposed development. Based on the recommendations of the traffic study, staff estimates the applicant's share as 8% of the cost of a traffic signal, or $8,000 toward the $100,000 traffic signal. The proposal would result in an increase in traffic trips and therefore would be subject to the City's Transportation Mitigation Fee. The Transportation Mitigation Fee is calculated to be $75 per each average daily trip attributable to the project. City staff has estimated that the project would generate a total of 675 new average daily trips. Therefore, the Traffic Mitigation Fee is estimated at $50,625 (675 trips x $75 = $50,625). The applicant has submitted a Construction Mitigation Plan which describes hauling and transportation routes to the site. The Construction Mitigation Plan states that construction would be performed between the hours of 7:00 a.m. and 5:00 p.m. In order to limit the impact of trucking activities during peak traffic periods, truck hauling hours are limited to between 8:30 a.m. and 3:30 p.m. under the Development Guidelines Ordinance. Mitigation Measures The applicant shall provide a fair-share contribution toward the cost of a new traffic signal expected to be warranted at the intersection of Lind Avenue SW and SW 19th Street. The applicant's share is estimated as 8% of the cost of a traffic signal, or an $8,000 contribution toward the $100,000 traffic signal. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The Traffic Mitigation Fee is estimated at $50,625 (675 trips x $75 = $50,625). This fee is payable prior to issuance of Building Permits. Policy Nexus: Environmental Ordinance, Transportation Mitigation Fee Ordinance SITFRC nor. 1 City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page i of 14 6) Land and Shoreline Use Impacts: The subject site is zoned Commercial Office (CO) and hotels are allowed as a secondary use in the CO zone, subject to the condition that the hotel use is also located within the Employment Area-Valley (EAV) Comprehensive Plan designation, which applies to the subject proposal. The proposal is outside designated shoreline areas. The subject site is surrounded by existing hotel and office uses and the proposal would not result in adverse land use impacts. Mitigation Measures No further mitigation is recommended. Policy Nexus NA. B. Recommendation Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON- SIGNIFICANCE- MITIGATED. X Issue DNS-M with 14 day Appeal Period. Issue DNS with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. Mitigation Measures 1. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square foot of new construction. This fee is estimated at $38,228.32 (73,516 square feet X $0.52 = $38,228.32). The Fire Mitigation Fee is payable prior to the issuance of Building Permits. 2. The applicant shall provide a fair-share contribution toward the cost of a new traffic signal expected to be warranted at the intersection of Lind Avenue SW and SW 19th Street. The applicant's share is estimated as 8% of the cost of a traffic signal, or an $8,000 contribution toward the $100,000 traffic signal. 3. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The Traffic Mitigation Fee is estimated at $50,625 (675 trips x $75 = $50,625). This fee is payable prior to issuance of Building Permits. SITERC.DOC City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 6 of 14 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. The preliminary fire flow for Building A and B are 2250 GPM each. One fire hydrant is required within 150 feet of the building and two additional hydrants within 300 feet of the building. 2. Full sprinkler and fire alarm systems are required. Separate plans and permits are required by the Fire Department. 3. Fire Department equipment access is required to be located so that all portions of the building exterior can be reached within 150 feet. Fire Department access roadways are required to be a 20 foot unobstructed roadway width with a 45 foot outside turning radius and 25 foot inside turning radius. 4. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. The hotels shall have tow means of required Fire Department access. PLAN REVIEW Water 1. The Water System Development Connection Charge is$14,239.46. 2. Required fire flow of 2250 requires the installation of three fire hydrants. 3. All conditions apply as required in the Lind Corporate Park review and approval. 4. Construction plans to meet City of Renton Standards. 5. The fire flow prevention device is to be located outside the building in a vault. 6. The utility easements must be submitted for approval before the construction permit is issued. 7. Buildings over 30 feet in height require a back flow prevention device on the domestic water line. Storm/Surface Water 1. The Storm System Development Connection Charge is $9,032.06. 2. Joint use & maintenance agreement is to be provided for the storm system facilities. 3. Drawings to meet City of Renton drafting standards. 4. All utility easements must be submitted for approval before the construction permit is issued. 5. Erosion control to be provided. 6. The proposed building lie in a flood area per the City 100-year flood zone map. Therefore, the City is required by the National Flood Insurance Program to certify that the building is a minimum of 1 foot above the flood plain. The form is available at the 6th floor counter upon request. Wastewater 1. The Sewer System Development Connection Charge is $9,829.01. 2. Utility easements must be submitted for approval before the construction permit is issued. 3. A sanitary sewer backflow prevention device is required in the Valley where the floor elevation is below 25 feet. Floor elevation is to be shown on the construction plans for the building. 4. Provide 2% slope on side sewers. 5. Sewer line from the swimming pool is to have a minimum size of 6 inches. Only 4 inch pipe is shown. 6. Label the sewer line form the swimming pool to the main in the easement as "Private." Transportation 1. Joint access easements to be submitted. cirGor nnr City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 7 of 14 AIRPORT The proposed buildings are 4-story (approx. 40 foot elevation) and are located wet of the airport's extended centerline. BUILDING 1997 UBC will apply. PLANNING 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 2. Sign code standards for freestanding signs are based on ratio of 1 1/2 square feet of sign area per lineal foot of frontage along a public right-of-way. The subject site does not have frontage along SW 19th Street and therefore may not meet standards for signage and may have to share signage with the proposed hotel south of the site. 3. If a lot line adjustment is recorded as indicated on the site plan, the subject proposal would be on a lot with no frontage along SW 19th Street. The applicant should record an access easement with the lot line adjustment to avoid land-locking the subject site. eltcor` flrlr` City of Renton P/B/PW Departmer Administrative Site Plan Approval&Ent,,,,,,,,nental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 8 of 14 PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action x Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade & Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No. 1, Site Plan, Context Site Plan, (Received July 15, 1997). Exhibit No. 3: Drawing No. 2, Site Plan, (Received July 10, 1998). Exhibit No. 4: Drawing No. 3, Landscape Plan (Received July 10, 1998). Exhibit No. 5: Drawing No. 4, First Floor Plan (Received July 10, 1998). Exhibit No. 6: Drawing No. 5, Typical Upper Floor Plan, (Received July 10, 1998). Exhibit No. 7: Drawing No. 6, Exterior Building Elevations and Finish Schedule, (Received July 10, 1998). Exhibit No. 8: Drawing No. 7, Exterior Building Elevations and Finish Schedule, (Received July 10, 1998). Exhibit No. 9: Drawing No. 8, Cover Sheet, (Received July 10, 1998). Exhibit No. 10: Drawing No. 9, Preliminary Grading and Storm Drainage Plan (Received July 10, 1998). Exhibit No. 11: Drawing No. 10, Preliminary Sanitary Sewer and Watermain Plan, (Received July 10, 1998). Exhibit No. 12: Drawing No. 11, Watermain Details, (Received July 10, 1998). SITERC.DOC City of Renton P/B/PW Departmer Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 9 of 14 C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the site Plan Approval Criteria set forth in Section 4-31-33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. GENERAL CRITERIA: A. CONFORMANCE WITH THE COMPREHENSIVE PLAN, ITS ELEMENTS AND POLICIES; The subject site is located within the Employment Area-Valley (EAV) designation of the Comprehensive Plan. The EAV designation is intended to provide for a mixture of commercial, office, and industrial uses. The proposed hotel use falls within the range of uses anticipated for the designation. The hotel use is consistent with the following applicable EAV policies which encourage flexibility in allowing a variety of compatible uses to develop as secondary supporting uses to the primary office and industrial uses of the EAV. Objective LU-EE.b: Provide flexibility in the regulatory processes by allowing for a variety of zone designations in the Employment Area-Valley designation. Policy LU-212.1 Develop the Renton Valley and the Black River Valley areas as a place for a range and variety of commercial, office, and industrial uses. Policy LU-212.10 Commercial uses should be encouraged as secondary uses in industrial and office designations. Policy LU-212.2 Compatible and related land uses should be encouraged to locate in proximity to one another. The site plan for the hotel proposal incorporates a number of elements which are consistent with the EAV Comprehensive Plan policies listed below. The site plan elements proposed include: a common access drive to be shared with a future hotel proposal and landscaping to screen parking areas. Policy LU-212.6 Developments should be encouraged to achieve greater efficiency in site utilization and result in benefits to users with techniques including: a. shared facilities such as parking and site access, recreation facilities and amenities; b. an improved ability to serve development with transit by centralizing transit stops; and c. an opportunity to provide support services (e.g. copy center, coffee shop or lunch facilities, express mail services) for nearby development that otherwise might not exist. Policy LU-212.21 Vehicular connections between adjacent parking areas are encouraged. Incentives should be offered to encourage shared parking. Policy LU-212.19 Street trees and landscaping should be required for new development within the Valley to provide an attractive streetscape in areas subjected to a transition of land uses. Policy LU-212.20 When more intensive new uses are proposed for locations in close proximity to less intensive existing uses, the responsibility for mitigating any adverse impacts should be the responsibility of the new use. SITERC.DOC City of Renton P/B/PW Departmei Administrative Site Plan Approval&Env„u„mental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 10 of 14 Policy LU-291. Beautification and screening of parking lots should be encouraged through appropriate landscaping, fencing and berms. (Community Design policies) B. CONFORMANCE WITH EXISTING LAND USE REGULATIONS; The subject site is zoned Commercial Office (CO). Hotels are allowed as a secondary use in the CO zone, subject to the condition that the site location be within the Employment Area-Valley (EAV) Comprehensive Plan designation. The proposal site complies with this secondary use condition. The hotel site plan proposal complies with all the development standards of the CO zone. The buildings do not front on SW 19th Street, Building B is setback approximately 290 feet from the street. No interior or side yards are required in the CO zone. The maximum proposed building height of approximately 45 feet meets the CO zone height limit of 250 feet. Building coverage is less than the 65% maximum standard. The subject site is within the Green River Valley Planning area. An environmental mitigation agreement between the City and the Soil Conservation Service (SCS) requires that 2% of a site area be provided as a natural landscape area for wildlife habitat. The subject proposal includes a natural landscape area of 5,965 square feet, planned to be sufficient to meet the required 2% of the total lot area for both the proposed hotels. This landscape area is contiguous to the natural landscape area provide by the Larkspur and Hilton Garden Suites hotels under construction to the east of the site. The applicant proposes 2,087 square feet of parking lot landscaping, equal to 5.1% of the parking lot area, which meets the 5% required by code. A pedestrian connection is provided from the entries of the hotels to the sidewalk along SW 19th Street. The Parking and Loading Ordinance requires 1 parking space per guest room and 2 parking spaces per each 3 employees. The hotel proposal includes a total of 138 parking spaces for the 135 guest rooms. Thus, 3 parking spaces are included for the employees. 34 parking stalls or 25% of the total number are proposed as compact stalls. The Parking Code allows a maximum of 30%. The parking stalls meet the dimension requirements of the code. The hotel buildings cross existing lot lines. The applicant should either record a lot line adjustment or a covenant restricting the sale of one of the lots prior to building across the lot lines. C. MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USES; The hotel would not result in adverse impacts to surrounding properties or uses. The subject site is adjacent to other hotels and office uses and would be compatible with surrounding properties. The proposal includes substantial landscape buffers along the north property boundary which would buffer the site from the adjacent office to the north. The operation of the hotel is not expected to create impacts on surrounding uses. D. MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE; The subject site has been previously filled and the existing vegetation and natural features present on the site are relatively insignificant. Construction activities related to the proposed development would be required to utilize best management practices which would reduce potential construction impacts on the site. Required utility improvements, SITERC.DOC City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 11 of14 including the stormwater drainage system would be designed to mitigate the potential impacts of the hotel development on the site. Therefore, the construction and operation of the proposed hotel development is not anticipated to adversely impact the subject site. E. CONSERVATION OF AREA-WIDE PROPERTY VALUES; The proposed hotel development is anticipated to conserve the property values in the vicinity of the site. F. SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN CIRCULATION; Access to the hotel is proposed off SW 19th Street via a joint-use driveway along the west property line. If a lot line adjustment is recorded as is indicated on the site plan, the subject proposal would be on a lot with no frontage along SW 19th Street. The applicant should record an access easement with the lot line adjustment to avoid land-locking the subject site. The access is a dead-end at the north end of the site. The applicant will be required to provide an approved turnaround to meet requirements of the Fire department for dead-end access roads. A secondary, emergency access is proposed along the east property line. The emergency access would have a chained barrier to separate it from the proposed hotel development to the south. An access easement for the emergency access along the east property boundary should meet fire department requirements. Adequate pedestrian circulation is provided on the subject site and connecting to the sidewalk along SW 19th Street. A landscape strip separates the subject site from the parking area and site of the two hotels (Larkspur Hotel and Hilton Garden Inn) presently under construction to the east. The applicant should revise plans to improve a pedestrian connection to the adjacent hotel(s) site to the east. G. PROVISION OF ADEQUATE LIGHT AND AIR; The proposed hotel buildings are sufficiently setback from property boundaries and existing buildings to allow for adequate light and air circulation to the building. H. MITIGATION OF NOISE, ODORS AND OTHER HARMFUL OR UNHEALTHY CONDITIONS; The operation of the proposed hotel use is not expected to create any harmful or unhealthy conditions. Noise, dust, and odors which may result from construction of the project would be mitigated through measures described in the Construction Mitigation Plan and with best management practices. 1. AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE;AND The project site is adequately served by utilities and roads necessary to accommodate the proposed hotel use. The hotel applicant will be responsible for extension of utilities on-site to serve the building. See the Advisory Notes section of this report for detailed information concerning utilities and public services. SITERC.DOC City of Renton P/B/PW Departmei Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 12 of 14 J. PREVENTION OF NEIGHBORHOOD DETERIORATION AND BLIGHT. The proposal would serve to prevent neighborhood deterioration and blight by improving a vacant site with a hotel use that supports existing and anticipated office and industrial users in the area. The peak hours of operation for a hotel are in the evening, and the presence of evening activity may assist in preventing neighborhood deterioration. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The applicant has requested Environmental Review and Site Plan Approval for development of the Towneplace Suites. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 thru 12. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area Valley (EAV). 5) Zoning: The site plan as presented complies with the zoning requirements and development standards of the Commercial Office Zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North: Boeing Offices; East: Larkspur Hotel, Hilton Garden Inn; South: Wetland area across SW 19th Street, Fire Training Station; and West: Vacant presently, office development anticipated. E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton. 2) The proposal complies with the Comprehensive Plan designation of Employment Area - Valley (EAV); and the Zoning designation of Commercial Office (CO). 3) Specific Land Use (e.g. Site Plan Approval) issues were raised by various City departments. These issues are addressed in the body of this report. SITERC.DOC City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page/3 of14 F. Decision The Site Plan for Towneplace Suites, File No. LUA-98-111, SA-A, ECF, is approved subject to the following conditions. 1. The applicant shall revise the site plan to provide a pedestrian connection to the adjacent hotels located east of the subject site. The revised plan shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. 2. The applicant shall rectify the fact that the building is proposed across a lot line of 2 parcels. The applicant may perform a lot line adjustment or record a covenant on the property restricting the sale of one of the lots. This shall be completed prior to issuance of building permits and shall be subject to the approval of the Development Services Division. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: , ....--e-7-2,--ze-."2 (...-- /2/Ce.--ye0c5-'— /„......7/ James C. Hanson, Zoning Administrator date TRANSMITTED this 12th day of August, 1998 to the applicant and owner: Andrew Layton Marriott International, Inc. 601 Union Street, Suite 5300 Seattle, WA. 98101 SW 19th Lind LLC 1109 First Avenue, Suite 500 Seattle, WA. 98101 TRANSMITTED this 12th day of August, 1998 to the following: Larry Meckling, Building Official Art Larson, Fire Marshal Neil Watts, Public Works Division Lawrence J. Warren, City Attorney South County Journal `City of Renton P/B/PW Departme4 Administrative Site Plan Approval&Env?.mental Review Committee Staff Report TOWNEPLACE SUITES HOTEL LUA-98-111, SA, ECF REPORT OF AUGUST 11, 1998 Page 14 of 14 Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM August 31, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235- 2501. SITERC.DOC REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION REPORT DATE: August 11, 1998 Project Name: Towneplace Suites Applicant: Marriott International, Inc. Owner: SW 19th Lind LLC File Number: LUA-098-111, SA, ECF Project Manager: Peter Rosen Project Description: Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. Project Location: 300 SW 19th Street Exist. Bldg. Area: N/A Proposed New Bldg. Area: 73,516 s.f. Site Area: 2.86 acres Total Building Area: 73,516 s.f. CONCURRENCE DATE S • E ►,� •ATE Project Location Map S!TERC.DOC CITY t)F REIVTON AFFIDAVIT OF SERVICE BY MAILING On the 13 '` day of to , 1998, I deposited in the mails of the United States, a sealed envelope containing MC, deterw,t CV documents. This information was sent to: Name Representing Department of Ecology Don Hurter WSDOT KC Wastewater Treatment Division Larry Fisher Washington Department of Fisheries David F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) k. Sce STATE OF WASHINGTON ) ) SS COUNTY OF KING I certify that I know or have satisfactory evidence that o nc4a-n. Sew signed this instrument and acknowledged it to be his/her/their free and voluntary act for t{e uses and purposes mentioned in the instrument. r� Dated: (,(:c /4/. 1 Notary Public i nd for the State of Was i ton Notary (Print) MARILYN KAMCHEFF My appointment ex ' Project Name: 'Tbwv epkate Buttes ' .et Project Number: LOA q$• 11k ISA-A, NOTARY.DOC CIT`. OF RENTON ..LL + Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 13, 1998 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on August 11, 1998: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED TOWNEPLACE SUITES HOTEL LUA-98-111,SA-A,ECF Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. Location: 300 SW 19th St. Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM August 31, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7219. For the Environmental Review Committee, (-)1 Peter Rosen Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Shirley Lukhang, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy AGNCYLTR.DOC\ 1055 South Grady Way- Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITX JF RENTON Planning/Building/Public Works Department Jesse Tanner,,Mayor Gregg Zimmerman P.E.,Administrator August 13, 1998 Mr. Brian Smith Barghausen Consulting Engineers 18215 - 72nd Avenue South Kent, WA 98032 SUBJECT: Towneplace Suites Hotel Project No. LUA-98-111,SA-A,ECF Dear Mr. Smith: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on August 11, 1998, issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM August 31, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7219. For the Environmental Review Committee, Peter Rosen Project Manager cc: SW 19th Lind LLC/Owners Marriott Internationa, Inc./Applicant Enclosure DNSMSLTR.DOC 1055 South Grady Way -Renton, Washington 98055 -- CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-98-111,SA,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Towneplace Suites Hotel DESCRIPTION OF PROPOSAL: Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. LOCATION OF PROPOSAL: 300 SW 19th Street MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square foot of new construction. This fee is estimated at $38,228.32 (73,516 square feet X $0.52 = $38,228.32). The Fire Mitigation Fee is payable prior to the issuance of Building Permits. 2. The applicant shall provide a fair-share contribution toward the cost of a new traffic signal expected to be warranted at the intersection of Lind Avenue SW and SW 19th Street. The applicant's share is estimated as 8% of the cost of a traffic signal, or an $8,000 contribution toward the $100,000 traffic signal. 3. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The Traffic Mitigation Fee is estimated at $50,625 (675 trips x $75 = $50,625). This fee is payable prior to issuance of Building Permits. The Site Plan for Towneplace Suites, File No. LUA-98-111, SA-A, ECF, is approved subject to the following conditions. 1. The applicant shall revise the site plan to provide a pedestrian connection to the adjacent hotels located east of the subject site. The revised plan shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. 2. The applicant shall rectify the fact that the building is proposed across a lot line of 2 parcels. The applicant may perform a lot line adjustment or record a covenant on the property restricting the sale of one of the lots. This shall be completed prior to issuance of building permits and shall be subject to the approval of the Development Services Division. MITMEAS.DOC\ CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-111,SA,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Towneplace Suites Hotel DESCRIPTION OF PROPOSAL: Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. LOCATION OF PROPOSAL: 300 SW 19th Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. The preliminary fire flow for Building A and B are 2250 GPM each. One fire hydrant is required within 150 feet of the building and two additional hydrants within 300 feet of the building. 2. Full sprinkler and fire alarm systems are required. Separate plans and permits are required by the Fire Department. 3. Fire Department equipment access is required to be located so that all portions of the building exterior can be reached within 150 feet. Fire Department access roadways are required to be a 20 foot unobstructed roadway width with a 45 foot outside turning radius and 25 foot inside turning radius. 4. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. The hotels shall have tow means of required Fire Department access. PLAN REVIEW Water 1. The Water System Development Connection Charge is$14,239.46. 2. Required fire flow of 2250 requires the installation of three fire hydrants. 3. All conditions apply as required in the Lind Corporate Park review and approval. 4. Construction plans to meet City of Renton Standards. 5. The fire flow prevention device is to be located outside the building in a vault. 6. The utility easements must be submitted for approval before the construction permit is issued. 7. Buildings over 30 feet in height require a back flow prevention device on the domestic water line. Towneplace Suites Hotel LUA-98-111,SA-A,ECF Advisory Notes (Continued) Page 2 of 2 Storm/Surface Water 1. The Storm System Development Connection Charge is $9,032.06. 2. Joint use & maintenance agreement is to be provided for the storm system facilities. 3. Drawings to meet City of Renton drafting standards. 4. All utility easements must be submitted for approval before the construction permit is issued. 5. Erosion control to be provided. 6. The proposed building lie in a flood area per the City 100-year flood zone map. Therefore, the City is required by the National Flood Insurance Program to certify that the building is a minimum of 1 foot above the flood plain. The form is available at the 6th floor counter upon request. Wastewater 1. The Sewer System Development Connection Charge is $9,829.01. 2. Utility easements must be submitted for approval before the construction permit is issued. 3. A sanitary sewer backflow prevention device is required in the Valley where the floor elevation is below 25 feet. Floor elevation is to be shown on the construction plans for the building. 4. Provide 2% slope on side sewers. 5. Sewer line from the swimming pool is to have a minimum size of 6 inches. Only 4 inch pipe is shown. 6. Label the sewer line form the swimming pool to the main in the easement as"Private." Transportation 1. Joint access easements to be submitted. AIRPORT The proposed buildings are 4-story (approx. 40 foot elevation) and are located wet of the airport's extended centerline. BUILDING 1997 UBC will apply. PLANNING 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 2. Sign code standards for freestanding signs are based on ratio of 1 1/2 square feet of sign area per lineal foot of frontage along a public right-of-way. The subject site does not have frontage along SW 19th Street and therefore may not meet standards for signage and may have to share signage with the proposed hotel south of the site. 3. If a lot line adjustment is recorded as indicated on the site plan, the subject proposal would be on a lot with no frontage along SW 19th Street. The applicant should record an access easement with the lot line adjustment to avoid land-locking the subject site. • • INOTI 0 E ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION . TOWNEPLACE SUITES HOTEL LUA-98-111.SA-A,ECF Proposal for an'extended stay type hotel consisting of two separate four-story buildings,each with building footprints between 9,500 s.f.and 9,800 s.f. Building A would have 83 rooms and a total • building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes • a swimming pool and associated recreational facilities.The proposal Includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line.A secondary,emergency access is proposed along the east property line:Location:300 SW 19th St. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of either the environmental determination (RCW 43.21.0075(3), WAC 197-11-6803 and/or the land use decision must be filed In writing on or before 5:00 PM August 31,1998. If no appeals are filed by this date,both actions will become final. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. �� T C--r.Y It r r` �Il I/ .... �i•� �y� _"h ll 111 t 'I 4: t' 1 • fJ VEM!.wur -f.. iI t: ..f 1171 il ii FOR FURTHER INFORMATION.PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION,PETER ROSEN,AT(425)430-7219. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file identification. CERTIFICATION . I, d,t) rn Inil(.ki , hereby certify that 5 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on ` l- l •\4. icitS • Signed: Seth 1YIWln�Alk1 ATTEST: EST: Subcribed an sworn before me, a NortaryPublic,in anc for the State of Washington residing ' p ry , on the „ day of , 4, /I yd 0',..4t -(---- , MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 11011111111111141111 ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION TOWNEPLACE SUITES HOTEL LUA-98-111,SA-A,ECF Proposal for an"extended stay"type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line.. Location: 300 SW 19th St. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM August 31, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. I YANK•nu 14 -t14- - .. ram' 51 . ate`' i1/4 Ogg* 4 I, `S • . f 1 r • cm J[ wit r• - C-A NEIGHBORHOOD+ *= N DETAIL MAP . ,` 11 —rh-��r.' ,F 11 FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, PETER ROSEN, AT(425)430-7219. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-98-111,SA-A,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Towneplace Suites Hotel DESCRIPTION OF PROPOSAL: Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. LOCATION OF PROPOSAL: 300 SW 19th Street LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM August 31, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501. PUBLICATION DATE: August 17, 1998 DATE OF DECISION: August 11, 1998 SIGNATURES: Gregg Zi m , Administrator DATE Department f anning/Building/Public Works 777?Y- - im he herd, ATE Ad i Is rator D l P Community Se ices Lee eeler, ire Chief DATE Renton Fire Department DNSMSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-98-111,SA,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Towneplace Suites Hotel DESCRIPTION OF PROPOSAL: Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. LOCATION OF PROPOSAL: 300 SW 19th Street MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square foot of new construction. This fee is estimated at $38,228.32 (73,516 square feet X $0.52 = $38,228.32). The Fire Mitigation Fee is payable prior to the issuance of Building Permits. 2. The applicant shall provide a fair-share contribution toward the cost of a new traffic signal expected to be warranted at the intersection of Lind Avenue SW and SW 19th Street. The applicant's share is estimated as 8% of the cost of a traffic signal, or an $8,000 contribution toward the $100,000 traffic signal. 3. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. The Traffic Mitigation Fee is estimated at $50,625 (675 trips x $75 = $50,625). This fee is payable prior to issuance of Building Permits. The Site Plan for Towneplace Suites, File No. LUA-98-111, SA-A, ECF, is approved subject to the following conditions. 1. The applicant shall revise the site plan to provide a pedestrian connection to the adjacent hotels located east of the subject site. The revised plan shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. 2. The applicant shall rectify the fact that the building is proposed across a lot line of 2 parcels. The applicant may perform a lot line adjustment or record a covenant on the property restricting the sale of one of the lots. This shall be completed prior to issuance of building permits and shall be subject to the approval of the Development Services Division. MITMEAS.DOC1 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-111,SA,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Towneplace Suites Hotel DESCRIPTION OF PROPOSAL: Proposal for an "extended stay" type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 s.f. and 9,800 s.f. Building A would have 63 rooms and a total building area of 35,626 s.f. Building B would have 72 rooms and a total building area of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. LOCATION OF PROPOSAL: 300 SW 19th Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. FIRE 1. The preliminary fire flow for Building A and B are 2250 GPM each. One fire hydrant is required within 150 feet of the building and two additional hydrants within 300 feet of the building. 2. Full sprinkler and fire alarm systems are required. Separate plans and permits are required by the Fire Department. 3. Fire Department equipment access is required to be located so that all portions of the building exterior can be reached within 150 feet. Fire Department access roadways are required to be a 20 foot unobstructed roadway width with a 45 foot outside turning radius and 25 foot inside turning radius. 4. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. The hotels shall have tow means of required Fire Department access. PLAN REVIEW Water 1. The Water System Development Connection Charge is $14,239.46. 2. Required fire flow of 2250 requires the installation of three fire hydrants. 3. All conditions apply as required in the Lind Corporate Park review and approval. 4. Construction plans to meet City of Renton Standards. 5. The fire flow prevention device is to be located outside the building in a vault. 6. The utility easements must be submitted for approval before the construction permit is issued. 7. Buildings over 30 feet in height require a back flow prevention device on the domestic water line. Towneplace Suites Hotel LUA-98-111,SA-A,ECF Advisory Notes (Continued) Page 2 of 2 Storm/Surface Water 1. The Storm System Development Connection Charge is $9,032.06. 2. Joint use & maintenance agreement is to be provided for the storm system facilities. 3. Drawings to meet City of Renton drafting standards. 4. All utility easements must be submitted for approval before the construction permit is issued. 5. Erosion control to be provided. 6. The proposed building lie in a flood area per the City 100-year flood zone map. Therefore, the City is required by the National Flood Insurance Program to certify that the building is a minimum of 1 foot above the flood plain. The form is available at the 6th floor counter upon request. Wastewater 1. The Sewer System Development Connection Charge is $9,829.01. 2. Utility easements must be submitted for approval before the construction permit is issued. 3. A sanitary sewer backflow prevention device is required in the Valley where the floor elevation is below 25 feet. Floor elevation is to be shown on the construction plans for the building. 4. Provide 2% slope on side sewers. 5. Sewer line from the swimming pool is to have a minimum size of 6 inches. Only 4 inch pipe is shown. 6. Label the sewer line form the swimming pool to the main in the easement as"Private." Transportation 1. Joint access easements to be submitted. AIRPORT The proposed buildings are 4-story (approx. 40 foot elevation) and are located wet of the airport's extended centerline. BUILDING 1997 UBC will apply. PLANNING 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 2. Sign code standards for freestanding signs are based on ratio of 1 1/2 square feet of sign area per lineal foot of frontage along a public right-of-way. The subject site does not have frontage along SW 19th Street and therefore may not meet standards for signage and may have to share signage with the proposed hotel south of the site. 3. If a lot line adjustment is recorded as indicated on the site plan, the subject proposal would be on a lot with no frontage along SW 19th Street. The applicant should record an access easement with the lot line adjustment to avoid land-locking the subject site. t AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S. Washington Avenue, Kent, Washington 98032 a daily newspaper published seven (7)times a week. Said newspaper is a legal NOTICE OF ENVIRONMENTAL newspaper of general publication and is now and has been for more than six months DETERMINATION REVIEW prior to the date of publication, referred to, printed and published in the English language ENVIRONMENTAL R RENTON,WASHI GTONMITTEE continually as a daily newspaper in Kent, King County, Washington. The South County The Environmental Review Committee Journal has been approved as a legal newspaper by order of the Superior Court of the (ERC)has issued a Determination of Non- Significance - Mitigated for the following State of Washington for King County. project under the authority of the Renton The notice in the exact form attached, was published in the South County Municipal Code. Journal not in supplemental form)which was regularly distributed to the subscribers TOWNEPLACE SUITES HOTEL (andpp g y LUA-98-111,SA-A,ECF during the below stated period. The annexed notice, a Proposal for an extended stay hotel with two separate four story buildings. Location: 300 SW 19th Street. Towneplace Suites Hotel Appeals of either the environmental determination (RCW 43.21.0075(3), WAC 197-11-680)'and/or the land use decision as published on: 8/17/98 must be filed in writing on or before 5:00 PM August 31, 1998. If no appeals are The full amount of the fee charged for said foregoing publication is the sum of$45.08 filed by this date, both actions will become rg 9 9 P final. Appeals must be filed in writing Legal Number 5066 together with the required$75.00 applica- tion fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are , /1 governed by City of Renton Municipal Code Section 4-8-11 B. Additional informa- ega ler South_ my Journal :ion regarding the appeal process may be ` obtained from the Renton City Clerk's t\ Office,(425)430-6510. Subscribed and sworn before me on this 1l,, �`ry� Publication Date: August 17, 1998 7� day of � 19 l Published in the South County Journal 1 August 17,1998.5066 `1p11111I•1IIoi w A' ''` . ` --7dnOA/�.f,',�,� �.��.0��N••M•.••FFy4 Notary Public of the State of Washington Y �A,.•:;1* 0N�c4.p/.. / . residing in Renton v,OTARY �' . King County, Washington :7 se —p— ;LA O%.:*. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. TOWNEPLACE SUITES HOTEL LUA-98-111,SA-A,ECF Proposal for an extended stay hotel with two separate four story buildings. Location: 300 SW 19th Street. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM August 31, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Publication Date: August 17, 1998 Account No. 51067 dnsmpub.dot Cit) __ _ten ton Department of Planning/Building/f,..,, Works Eo'N'VIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: paLc& COMMENTS DUE: 7/15/98 APPLICATION NO: LUA98-111,SA-A,ECF DATE CIRCULATED: 7/29/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Peter Rosen/7219 PROJECT TITLE: Towneplace Suites Hotel WORK ORDER NO: 78410 LOCATION: 300 SW 19th Street SITE AREA: 2.86 acres I BUILDING AREA(gross): 73,516 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes an"extended stay"type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 and 9,800 s.f.. Building A would have 63 rooms and a total building area of 35,626 s.f.. Building B would have 72 rooms and a total of 37,890 s.f. The proposal includes 138 parking stalls. Access is proposed via a joint-use driveway located along the west property line. A secondary, emergency access is proposed along the east property line. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services - Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet a -771a71423yeil—) B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly as ss this proposal. Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 • Trespass i..--vtikedentawg,t. USINES Enforcement WATCH • Quite often, business owners and managers are faced with crimes that occur on the property after the businesses are closed and the employees have gone home. Some of the crimes that occur are burglary, vandalism, graffiti, trespassing, drug dealing and robbery in the parking lots. There is a way for police and business owners to discourage these types of crimes from taking place on private property, and that is by enforcing the City of Renton's Municipal Trespass Code 6-18-10. In order for police to be able to make an arrest for Trespass, business owners or managers need to purchase signs and display them in conspicuous areas on the property. These signs need to include the following language: 1. Indicate that the subject property is privately owned and; 2. Uninvited presence on the specified property is not permitted during the hours the business is closed, and; 3. Violators will be subject to criminal sanctions pursuant to Renton City Code 6-18-10. MOST IMPORTANTLY-THE SIGNS SHOULD BE CONSPICUOUS FROM ALL POSSIBLE POINTS OF ENTRY TO THE PROPERTY, AND ALSO BE PLACED ON THE EXTERIOR OF THE BUILDINGS. This way when a suspect is arrested, he/she will not be able to claim as a defense that he/she did not know he or she was trespassing. EXAMPLES FOR TRESPASS SIGNS: NO TRESPASSING NO TRESPASSING This is private property. Persons without specific No Trespassing after business hours business are not authorized to be on the premises between (insert specific times). Anyone on the the hours of(insert the hours your business is closed). premises after business hours is subject to Violators are subject to arrest and/or citation for criminal arrest and/or citation for Criminal Trespass pursuant to Renton City Code #6-18-10.. Trespass and/or impoundment of vehicle. Per Renton City Code #6-18-10. By enforcing the Trespass Ordinance, business owners and police will be sending a message to criminals that they are not allowed to conduct criminal activity on the property. In making arrests for Trespass, police may be preventing the more serious crimes from taking place. `nY COURTESY OF RENTON POLICE DEPARTMENT CRIME PREVENTION UNIT 14'`'`�' 235 - 2571 FAIRFIELD SUITE 200 TO 300 SW 19th St. EIS Review Development Services August 3, 1998 STORM WATER: 1. Storm System Development Service Connection charge is $xxxx.00. 2. The proposed parking is located over the installed storm detention vault. Confirm that the vault structure can safety with stand the total parked vehicle loading. 3. The west end of the building foundation must clear the utility pipes in the utility easement by ten(10) feet. Note this includes the foundation footing below ground. 4. Drawings are to meet City of Renton drafting standards available at the 6th floor counter. .)‘a 5. The proposed building lies in a flood area per the City 100 year flood zone Map. Therefore, the City is required by the National flood Insurance Program to certify that the building is a minimum of one (1) above the flood plane. The form will be available at the 6th floor counter upon request 98cm112D 98CM 112D.DOC\ PROPERTY SERVICES FEE REVIEW # 98 — D 3J ® DEVELOPMENT APPLICATION REVIEW SHEET 0 PLAN REVIEW ROUTING SLIP 0 ENVIRONMENTAL CHECKLIST REVIEW SHEET 0 OTHER APPLICANT: 4A../0 c-� 4/7-0A1 , 7144,,2,e'/0�7— /, g/ no ti,kk,,eRECEIVED FROM 6,7XI/,- JOB ADDRESS: t4Tf' L.,,,J0 ,¢�--$ J 4- S it/ /g S'r— WO# (date) NATURE OF WORK: T,,/,4.--4 A-c� S/ --- "-Arp-c_ i ssj&, , f GREEN# iiii SPECIAL ASSESSMENTS AND CONNECTION FEES APPLIED NEED MORE INFORMATION: 0 LEGAL DESCRIPTION ❑ SPECIAL ASSESSMENTS AND CONNECTION FEES ESTIMATED 0 SQUARE FOOTAGE 0 VICINITY MAP ❑ NOT APPROVED FOR APPLICATION OF FEES 0 FRONT FOOTAGE 0 OTHER ❑ VESTED 0 NOT VESTED ❑ This fee review supersedes and cancels fee review# dated 0 PARENT PID#(subject to change)_ SUBJECT PROPERTY PID# 3 3 Vo'v- 3 3 2$ 1 3'3 34/ ,J' ) ❑ King Co.Tax Acct#(new) It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE • Latecomer Agreement(pvt)WATER / Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER / Special Assessment District/WASTEWATER /—O— Joint Use Agreement(METRO) Local Improvement District „ Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS - SYSTEM DEVELOPMENT CHARGE-WATER #OF UNITS/ SDC FEE I 0 Pd Prey. 0 Partially Pd (Ltd Exemption) ® Never Pd SQ. FTG. Single family residential$850/unit x Mobile home dwelling unit$680/unit in park Apartment, Condo$510/unit not in CD or COR zones x • i Commercial/Industrial, $0.113/sq. ft. of property (not less than$850.00)x li&% OW $'/y Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter R,800 cm threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) IN Never Pd Single family residential dwelling unit$585/unit x Mobile home dwelling unit$468/unit x Apartment, Condo$350/unit not in CD or COR zones x Commercial/Industrial, $0.078/sq. ft. of property (not less than$585.00)x ,t6 ; • i' I 82• C// j REDEVELOPMENT CREDIT: (New-Old Flow)/New Flow X Above Fees SYSTEM DEVELOPMENT CHARGE-SURFACEWATER ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) ® Never Pd Single family residential and mobile home dwelling unit$385/unit x All other properties$0.129/sq ft of new impervious area of property x (not less than$385.00) 70/ 01( , 0 3 Z , (p —. PRELIMINARY TOTAL $ 3 3 DI ,1111 Ail-,--- 9-z-1.45 g/3/S' Signature of Reviewing Authority DATE rp *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. O **The square footage figures used are taken from the King County Assessor's map and are approximate only. (A c:/tcmplate/fceapp/tgb EFFECTIVE July 16, 1995/Ord. Nos. 4506,4507,4508,4525,and 4526 S C.) R City en ton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: .�_T�v -ra.},, COMMENTS DUE: 7/15/98 ��/2�/Q� APPLICATION NO: LUA98-111,SA-A,ECF !�"� DATE CIRCULATED: 7/29/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Peter Rosen/7219, PROJECT TITLE: Towneplace Suites Hotel WORK ORDER NO: 78410 RE" LOCATION: 300 SW 19th Street JUL 16 199k SITE AREA: 2.86 acres l BUILDING AREA(gross): 73,516ss.f. 4.0$V11J1ksl J SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes an"extended stay"type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 and 9,800 s.f.. Building A would have 63 rooms and a total building area of 35,626 s.f.. Building B would have 72 rooms and a total of 37,890 s.f. The proposal includes 138 parking stalls. Access is proposed via a joint-use driveway located along the west property line. A secondary, emergency access is proposed along the east property line. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information impacts impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS 74.0 he . If /e -r .e // 4f7a �hyn �fS C. CODE-RELATED COMMENTS • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. .�7 747/7 Signature of Director or Authorized Representative Date DEV APP.DOC Rev.10/93 1 TOWNEPLACE SUITES HOTEL 300 SW 19th St. Development Services EIS Review July 29, 1998 TRANSPORTATION: 1. The Transportation mitigation fee for new trips generated is $50,625 which is to be paid when the construction permit is issued. 2. A six (6) sidewalk is required the full length of the property frontage on SW 19th St. with the back edge located at the property line and a planter strip between the curb and sidewalk. 3. Joint access easements to be submitted. 4. The applicant to contribute a fair share cost of a new traffic signal at the intersection of Lind Ave. SW& SW 19th St. The fair share cost is 8%of$100,000. 8%x 100,000=$8,000 Mitigated cost is $8,000. 98CM107T 98CM107T.DOC\ • � Y, O � Nil,: r• ✓ FRANISP0R.T...ATE l\ I 4ILI FEEe-- M<1'•Mid- . wp'+wI�f.n .K++1A..C..w%� .Y} N . -. Project Name I of to pflice 5t(jl's Ni.. 72 I Project Address 2 PO 5 L) ici rt' T Contact Person A11G{veto I-ac11v1-r C ti•1c(t'Vi0LC. l,; fri'lla t11411r1 ) Address eei 0vi,04 ST ) Cir. 5300 , Scaf•I(e £AJ4 cpgiot .. Phone Number (eve ) - 2 2 3 - 1 e-1 2 (, • Permit Number L.t- A - q$ - ill Project Description 1 wu 1,w-te I s - loot 6i 14-s 1L>,V,,1 e VI ,71 - C? voowrs t Ric, :., B - 72 VooKis . l3S park? . ,p , Land Use Type: • Method ofCalculation: Pet, 7046,c ctide' . ❑ Residential BY Trip Generation Manual re ayed 7/r t bc. ^❑ El Retail Traffic Study a p / l� Non-retail 0 Other la 4tii3 Pads';QqC , P'6 • S,,(,re. Note f.31I ) -- 6,Z4 (14,1 occ. CIL Calculation: fQ`%o oc4 , vk/C . (r35)(6.24) (0.go)= 675 dur11. tv; c At 17) , /1 ,p _ .. ( ro75 ) ( 17S )— I 5 D, �.25 . ° .... , • Transportation Mitigation Fee: 50 25 o a Calculated by: Ivy" (VC 1 Date: 7u-ec 17 1r(t3 Account Number: _ 105. 5Rq. 31S0. 70. OD. Date of Payment I lik 4 City o, denton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P\ Qe i evJ _`may COMMENTS DUE: 7/15/98 APPLICATION NO: LUA98-111,SA-A,ECF DATE CIRCULATED: 7/29/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Peter Rosen/7219 PROJECT TITLE: Towneplace Suites Hotel WORK ORDER NO: 78410 LOCATION: 300 SW 19th Street SITE AREA: 2.86 acres I BUILDING AREA(gross): 73,516 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes an "extended stay"type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 and 9,800 s.f.. Building A would have 63 rooms and a total building area of 35,626 s.f.. Building B would have 72 rooms and a total of 37,890 s.f. The proposal includes 138 parking stalls. Access is proposed via a joint-use driveway located along the west property line. A secondary, emergency access is proposed along the east property line. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LighVGlare Plants I Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS fpp v- Ve w e-i�J Cam---P 11-r --1r-72:5--, C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. e `v 7 ( 7 z2 g/9g ..,_ Date Signature of Director or Authorized RepresentativeRev,ia93 DEVAPP.DOC © CITY OF RENTON Planning/Building/Public Works o�r ti 1�� r�� - ' A ` fr..fire AI 0295 200 Mill Avenue South - Renton,Washington 98055 �, �.. JULJU1 16 9 6 .� ADDRESS SERVICE REQUESTED P er - 'I1 -!a I • ab113�rk f�l{s. YisraGE ir, D i ::.:(1::.)HI:wi)Al.:.: 11::;0) O I I:)I L.. I `•11:::UAI L.., z:. C31 tRIIAni.:.31111.i..ii\.: i:: n` AI:)I:)I 1:::: ` I:::I.) JUL 241 �- Studio west Hotel Co. CM, 9�8 101 Larkspur Landing #31 S En OF Larkspur, CA 94939 gin�,6rJlRE'VTON Debt avta setr.. .s. 4.tevs 11,1-1-1,11,,,,I,i„i,i,„1i,I l hlii1,i, ;1,i,,,111„1,1,1„II,,,II,,,il,,,{ Washington State Northwest Region WI Department of Transportation 15700 Dayton Avenue North Sid Morrison P.O. Box 330310 Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 DATE: July 27, 1998 ✓0( 2 9 1998 TO: Peter Rosen, Project Manager AFC /V�� Development Services Division 1055 South Grady Way Renton, WA 98055 Subject: SR-405 MP 2.30 CS 1743 Marriott International Towneplace Suites Hotel LUA-98-111,SA-A,ECF Y- ,1-4 t--,- F0.72i ' 1 M: Robert A. Josephson, PE, Manager of Planning&Local Coordination Washington State Department of Transportation Northwest Region 15700 Dayton Avenue North, MS 122 P. O. Box 330310 Seattle, WA 98133-9710 Thank you for giving us the opportunity to review this project, our response is checked below: We have reviewed the subject document and have no further comments. The project will have no significant impact on the state highway system. X The State recommends that a traffic study be prepared to analyze the impact of the project's generated peak hour trips on State Highways and also determine what mitigation measures, if any would be required. If you have any questions,please contact John Sutherland, (206) 440-4914, or Don Hurter, (206)440-4664 of my Developer Services section. JBS:js lstrspns.doc • : r, ........ > :: ::::;.;: : : : < CITY OF RENTON VDIVISION EVELOPMENT SER ICES LEST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: Towhc tcv..-,r Sut"�E'-Sl'ArteA APPLICATION NO: LUIR • 98 • it11, ) SW- H ti EL The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER S E"C atitLcktok (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, BE-Fr- 1 T .`i 1 . , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: 0 City of Renton Technical Services Records El Title Company Records King County Assessors Records -�STUe` : `‘ Signede..4-ti--e-t_k2iVADate -1- 61-6%'� . �gsi0iy'xs.•.,9.9I1p plicant) a�,:o,NOT •O: C.li .v , r rm 2i NOTARY P •, ATTESTED: ubsc ibed and sworn before me, Ni tart' Public in and f 0..%tateLo W shiriton, residing at �� on the day of � lI c • :9_--• �.� � �1SZN.Gv � t`‘\\ _ Signed (Notary Public) IFICATI CERT ON OF MAILING I, hereby certify that notices of the proposed:applicationwere mailed to City Employee) ... . each lis ted property ov�rner on I ;> Signed # .4 Date ' •f NOTARY .. . . ATTEST S scribed and sworn before me, a Niotary Public, in and f r the State iof Washin ton resiaiiig a , on the ` . day,of .. , 19`., listprop.doc REV 07/95 MARILYN KAMCHEFF 2 COMMISSION EXPIRES 6/29/99 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: Marriott Towneplace Suites APPLICATION NO: The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER Continental Mills Inc. P.O. Box 88176 334040-3326 Seattle, WA 98138 334040-3327 334040-3328 Larkspur Hospitality 770 Tamalpais Drive#301 334040-3330 Development and Corte Madera, CA 94925 334040-3331 Management Co. LLC Studio West Hotel Co. 101 Larkspur Landing #318 334040-3332 Larkspur, CA 94939 334040-3333 CMD Realty Investment Fund 227 W. Monroe Street#3900 334040-3341 Chicago, IL 60606 334040-3320 6828.002[BD\bl] /CY O\ Development Regulations • ♦ Used For Project Mitigation: The proposal will be subject to the City's SEPA Environmental Ordinance, Zoning Code regulations,Public Works Standard's,Uniform Building Code, �- C) Uniform Fire Code•etc.These adopted codes and standards will function to N C mitigate project impacts. • NOTICE OF APPLICATION PROPOSED MITIGATION MEASURES: AND PROPOSED DETERMINATION OF The following Mitigation Measures will likely be Imposed on the proposed project.These recommended Mitigation Measures address project Impacts not covered by existing codes and regulations as cited above.Additional or revised NON-SIGNIFICANCE, MITIGATED(DNS-M) mitigation measures may be warranted as a result of detailed project analysis.Final mitigation measures will be issued as pan of the SEPA threshold determination. 1.Traffic Mitigation Fee.$75 per new average daily tip attributed to proposal. 2.Fire Mitigation Fee-80.52 per square foot of new construction. DATE: July 16,1998 LAND USE NUMBER: LUA-98-111,SA-A,ECF Comments on the above application must be submitted In writing to Peter Rosen,Project Manager,Development Services Division.1055 South Grady Way,Renton,WA 98055,by 5:00 PM on July 30,1998. If you have questions orA w w msaudbem ai tspa wnrty tloef nr ecce ewceili veatodmdiatitoicanalll nbficocam na b ymayi lo fce reconlact rd PawRiol sebenAPPLCATION NAME: Towneplace Suites Hotel :lbo4ut25Ih)is43p0ro7po21s9.l, PROJECT DESCRIPTION: The applicant,Marriott International,Inc.,proposes an'extended stay'type hotel notified of any decision on this project. consisting of two separate four-story buildings,each with building footprints between 9,500 and 9,800 s.f.. Building A would have 63 moms and a total building area of 35,626 s.f..Building B would have 72 rooms and a total of 37.890 s.f. CONTACT PERSON: Mr.Peter Rosen,(425)430.7219 The maximum height of the proposed structures would be approximately 45 feet. Building A Includes a swimming pool and associated recreational facilities.The proposal Includes 138 parking stalls. Access is proposed off SW 19th tamer l PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I via a joint-use driveway along the west property line. A secondary,emergency access Is proposed along the east property line. PROJECT LOCATION: 300 SW 19th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-MI:As the Lead Agency,the City of Renton has determined that significant environmental impacts am unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton Is using the Optional DNS(M)process to give notice that a DNS-M is likely to be Issued.Comment periods for the project and the proposed ONS-M are integrated into .. a single comment period.There will be no comment period following the Issuance of the Threshold Determination of f f �� 5k Non-Significance Mitigated(DNS-M).A 14 day appeal period will follow the Issuance of the DNS-M. I i PERMIT APPLICATION DATE: July 10,1998 �f NOTICE OF COMPLETE APPLICATION: July 16,1998 �"i � �7 , ¢+ Js � Permits/Review Requested: Environmental Checklist Review(ECF) e3 4;r ' Ij Administrative Site Plan Approval(SA-A) i+ r �_ ;• Building Permits _ - • a 1 Permits which may be required by . 1[�'H i. (((1 I- - / State,Federal or other agencies: N/A ' !•.a J.�i ' y h?' Requested Studies: Geotechnical Study,Drainage Study.Wetland Study S° Location where application may II LL iII be reviewed: Planning/Building/Public Works Division.Development Services Department. li 1055 South Grady Way,Renton,WA 98058 • l=n 1 u I n1�=— 141 I r--.,.I...t I"IE PUBLIC HEARING: None required.Administrative review only. J j r • CONSISTENCY OVERVIEW: - :x I1 1 , Land UselZoning: The proposed hotel Is consistent with the Employment Area-Valley(EAU) .I 1- r 1 Comprehensive Plan designation and the Commercial Office(CO)zoning. 9 3 I • Y �' Hotels are allowed as secondary uses in the CO zone provided the location is `I -�� within the EAV Comprehensive Plan designation. -- --- --` - t ii, The proposal is generally consistent with Comprehensive Plan policies and A NEIGHBORHOOD r 4, --j r Zoning Code requirements. N orr^",t 0,rn I ' j!?• �, Environmental Documents that ..��... I :,.eiii.r j•' ;`:." fp Evaluate the Proposed Project Environmental checklist for Und Corporate Park,Level I Drainage Analysis for —. - Lind Corporate Park,Technical information Report for SW 19th Lind,Wetland Delineation East Valley Road and SW 19th Street Project. • GENNALOT.DOC rcv uel rT RN, CERTIFICATION • I, AFT-111,4177 , hereby certify that ? copies of the above document were posted by me in y conspicuous places on or nearby the described property on �r / 7 /'7( • ... Signed: ,g! ATTEST: Subcribed and sworn before me, a Nortary Public,in and or the State of_ Washington residing in . ai-7t�^�7 ,on the a? '7 day of i // 'Y • .___-----7 )(Utyl i9 .7&0Y/1 MARILYN KAMCl'HE FF COMMISSION EXPIRES 6/29/99 G��Y 0 r7 v/�NTo, NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M) DATE: July 16,1998 LAND USE NUMBER: LUA-98-111,SA-A,ECF APPLICATION NAME: Towneplace Suites Hotel PROJECT DESCRIPTION: The applicant,Marriott International, Inc.,proposes an"extended stay"type hotel consisting of two separate four-story buildings, each with building footprints between 9,500 and 9,800 s.f.. Building A would have 63 rooms and a total building area of 35,626 s.f.. Building B would have 72 rooms and a total of 37,890 s.f. The maximum height of the proposed structures would be approximately 45 feet. Building A includes a swimming pool and associated recreational facilities. The proposal includes 138 parking stalls. Access is proposed off SW 19th Street via a joint-use driveway along the west property line. A secondary, emergency access is proposed along the east property line. PROJECT LOCATION: 300 SW 19th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14 day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: July 10, 1998 NOTICE OF COMPLETE APPLICATION: July 16, 1998 Permits/Review Requested: Environmental Checklist Review(ECF) Administrative Site Plan Approval(SA-A) S �. Building Permits Permits which may be required by State,Federal or other agencies: N/A Requested Studies: Geotechnical Study,Drainage Study,Wetland Study Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98058 PUBLIC HEARING: None required. Administrative review only. CONSISTENCY OVERVIEW: Land Use/Zoning: The proposed hotel is consistent with the Employment Area-Valley(EAV) Comprehensive Plan designation and the Commercial Office(CO)zoning. Hotels are allowed as secondary uses in the CO zone provided the location is within the EAV Comprehensive Plan designation. The proposal is generally consistent with Comprehensive Plan policies and Zoning Code requirements. Environmental Documents that Evaluate the Proposed Project: Environmental checklist for Lind Corporate Park,Level I Drainage Analysis for Lind Corporate Park,Technical information Report for SW 19th Lind,Wetland Delineation East Valley Road and SW 19th Street Project. GENMALOT.DOC Development Regulations Used For Project Mitigation: The proposal will be subject to the City's SEPA Environmental Ordinance, Zoning Code regulations,Public Works Standard's,Uniform Building Code, Uniform Fire Code,etc. These adopted codes and standards will function to mitigate project impacts. PROPOSED MITIGATION MEASURES: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. Additional or revised mitigation measures may be warranted as a result of detailed project analysis. Final mitigation measures will be issued as part of the SEPA threshold determination. 1. Traffic Mitigation Fee-$75 per new average daily trip attributed to proposal. 2.Fire Mitigation Fee-$0.52 per square foot of new construction. Comments on the above application must be submitted in writing to Peter Rosen, Project Manager, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on July 30, 1998. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, contact Peter Rosen at (425) 430-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Mr.Peter Rosen,(425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION r ''i .., ar047 .. j ',OE: a ice- :^C ofo l Ji I us I 4ti_ pi NEIGHBORHOOD rj` r-' :C ti ` 4 a N DETAIL MAP I —; ; ' 1 roweep.ce 5uiEee —sT-�iiE—:� ..j .eG II' EE r.EW :11/1: , '•(�"—RTCii'V�1µ •}�_ �9 „ CITY OF RENTON :.IL j Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 16, 1998 Mr.Andrew Layton Marriott International, Inc. 601 Union Street, Suite 5300 Seattle, WA 98101 SUBJECT: Towneplace Suites Hotel LUA98-111,SA-A,ECF Dear Mr. Layton: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on August 11, 1998. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at (425) 430-7219, if you have any questions. Sincerely, Peter Rosen Project Manager cc: SW 19th Lind LLA/Owner Barghausen Consulting Engineers ACCPTLTR.DOC 200 Mill Avenue South - Renton, Washington 98055 1.612 rdt. JOHNSON BRAUND D ROUP,INC. RV cot LETTER OF TRANSMITTAL TO City of Renton rev°' DATE: July 15, 1998 JOB NO: 98-25 1055 S. Grady Way e�� ATTENTION: Mr. Peter Rosen -Associate Planner Renton, WA 98055 PROJECT: Marriott TownePlace Suites Hotel Renton, WA WE ARE SENDING YOU: VIA: X Prints Mylars Fax Sheets Including Letter of Transmittal. X Xerox Other Delivery X Mail PRINTING X IN-HOUSE OUTSIDE COPIES DATE NO. DESCRIPTION 11 1 "Context" Site Plan (22 x 34) 1 1 "Context" Site Plan (8 1/2 x 11) THESE ARE TRANSMITTED as checked below: X As requested Approved as submitted For approval X For your use Approved as noted Returned for correction For review and comment REMARKS Peter - here are the required copies of the newly created "Context" Plan we discussed on the phone. Please feel free to contact Rob or myself if you need additional information. COPY TO: SIGNED: Mel Easter If enclosures are not as noted, kindly notify us at once. (White/Yellow/Pink) 130 ANDOVER PARK EAST,SUITE 301;SEATTLE,WA 98188 TEL 206-431-7960 FAX 206-248-6589E-MAIL:JBDG@CNW.COM CITY OF RENTON DEVELOPMENT SERVICES DIVISION MASTER APPLICATION r............................_....._......_...........,_........._._._.__w PROPERTY OWNER(S) PROJECT INFORMATION ww. l Note:.If there is more than one legal owner, please attach an additional notanzed`Master'Application for each owner. PROJECT OR DEVELOPMENT NAME: NAME: SW 19th Lind LLC Towneplace Suites PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 1109 First Avenue, Suite 500 NEC of Lind Avenue SW & SW 19th Street KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY' ZIP. Seattle 98101 334040-3325 and 3334 TELEPHONE NUMBER: (2060 682-3300 EXISTING LAND USE(S): Vacant APPLICANT (if'other than:ownerj:............ . PROPOSED LAND USES: NAME: Andrew Layton Hotel COMPANY (if applicable): Marriott International, Inc. EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Employment Area Valley ADDRESS: 601 Union Street, Suite 5300 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CITY: Seattle, WA ZIP: 98101 EXISTING ZONING: • Commercial Office (CO) TELEPHONE NUMBER: (206) 223-1426 PROPOSED ZONING (if applicable): CONTACT PERStN N/A G .'.. . SITE AREA(SQ. FT. OR ACREAGE): NAME: Brian Smith 2.5 Acres ✓III 1 , 'J i ,iA.:.. Wei"IkI d e° .91 PROJECT VALUE: �n 1� CIDMRtII!f1f,jif'apFIig MOIAM �© Barghausen Co ulting Engineers $5,500,000 ADDRESS: x 18215 72nd Avenue South IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? No CITY: Kent ZIP: 98032 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: There is an existing wetland adjacent (425) 251-6222 to the site. :..:<:: :' . LEGAL DESC:RIPT I C F PROPERTY(Attach separa beet if necessary) :: • See attached. • • >:. :::. . .::.T1�pE O .:APPLICAT ION:&>FEES . .... .:.:...... :.:.::>::::::»::; :::::;:«<•::»>:• .•> : :::::::>.: ::;::;::<> >:•;.....: staff will determ.file:fees >>> <>::»:::>::>:•::.•: :.:.:.:.............:;<::.. Check;afl applicatron.fyPes that apply City. —ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ REZONE $ _ _ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ _ — SHORT PLAT $ TEMPORARY PERMIT $ _ _ TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ —PRELIMINARY PLAT $ X SITE PLAN APPROVAL $ aOX,GO _ FINAL PLAT $ GRADE & FILL PERMIT $ _ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $— (FROM SECTION: 1 _ PRELIMINARY —WAIVER $ _ — FINAL WETLAND PERMIT $ _ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ BINDING SITE PLAN $ S_HORELINE REVIEWS: . SUBSTANTIAL DEVELOPMENT $ _ _ CONDITIONAL USE $ _ VARIANCE $ _ EXEMPTION $No Charge X ENVIRONMENTAL REVIEW $ C.00) REVISION $ — V1T 'OF OWNERSHIP I, (Print Name) declare that I am (please check one)_the owner of the property involved in this applicationhe authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and a wers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. AATTEST: Subscribe and sworn to before me, a Notary Public,in and n rP�,,i al, i1 for the tate of residing at (Na 'e of owner/R:pr-se tative) /72 19 , on the .j/v MARISA C.CLAYTON (Signature of • , ner/R:presentative) Nary Miio-State dWashington ( ' nature of Nota ublic) *Commission Expires 7-29-00 1 to b ::C ::Staff..1....i.oii`::•.>`.. :: :: > :„„,::: . .::::> .: ....::.. .:.:. . ..::: lThrs spctfon to be pomp g d:.;.:Y.: � .: - .:..:;:;:.; ;;.:::.:.;,:.: : : ..:..�.::. :. ::...:::. . :.::..:.; .... _ ® > >: CAP U ...CPA CU-A CU..:.. ..ECG::: LL:A :::>;: :::::;:: Clt <<f"Ile Number :�..;; . #f� :::�: - ;;BSI?. ..CAP S MHP. .FFUD... FP;:PP R; f3VMP SA=A SA�-H . HPL A:.: SHPL 11 SP SM SME: TP' V:-A<<:»y:<=.=i. H W TaTALFE ES T0:TM PQSTAGE P R01/IDED $ x, MASTERAP.DOC REVISED 8/97 I"J VL UU UU nun 1J'J1 11f111111Y Ulll 111 111V L/IL1 l llll ISV. Lk/kJ VUL VLJJ I . VL MARTIN SMITH REAL t S T A t E SERVICES July 6, 1998 1109 Flrat Avenue Suite 500 - Seoeele, WA 98101-108 206.682.3300 FAX 206.340.1283 Ms. Jana Huerter Land Use Review Supervisor City of Renton 200 Mill Avenue South, 3rd Floor Renton, WA 98055 Dear Ms. Huerter: I hereby certify that SW 19th Lind LLC, a Washington Limited Liability Company, is the owner of the land located at: Lind Corporate Park, 19th Avenue Southwest, east of Lind Avenue South, 5.46 acres. Lots 4 and 5, Lind short plat number LUA-97-032-SHPL. Please accept this letter as authorization for Marriott International/Town Place Management Corporation to process a site plan application of this property on behalf of SW 19th Lind LLC. Sincerel . Je ey A. Roush Managing Member Southwest 19th Lind LLC JAR:dc Enclosure MAP EXHIBIT f � 1 •,^.:' 4 I 0 r r -1 c NO SCALE I 1 cr Lt+E 3 1 a BUG. £x ffi:r- m 1 Ne9'3755E 209.18" 209.18" i N89'36"OE h LOT i ( 3 kL 00 �r J' LOT6 LL/ n } ��22411 '1'+S S � / • w.— 565.75 56;s:' L_ j Q 8 --- —. Lot � -- LZ Q LOT 2 1 LOT 3 I'� Z• o R 4TCN SHORT PLAT 022-85 RENTCN SHORT�P�LAT 022-8S X = I LOT 2 i LOT 4 LOT 5 / Z �� — 6 e ^UNE , �f l0T 8 I o" r- r s ---\....- _ .�.I f =�L.1- 1r r 1I. { — ~ o �r'' 2 i '� 3 11 22 �- 7 LOT 9 215.18' _ 209.84' Y_ S89- 8'35 E �_ p o .P.O.E2 UNE 1 S.W. 19TH S i II=i UNE 2 iiji • Q.`�' DE ' A Sy/ / �, t/ ):9 r" . 42:7V PI t^ 9 2146 i p Jv i y''1( L�N° • EXPIRES 08-04--98 ) r Job Number o. .d scale: �. .v 18215 72ND AVENUE SOUTH a,,., BGM T \ KENT,, WA 98032 6045 Ho�izantai (425)251-67/9 °f"""d USH NSA o a. � (425)25 i-8782 FAX pcge t�tSN V8rtrcal oA6 +►� YT`Acoraveg' CML CNGINIZZ ING. LAND PLANNING. Oece 6/20/97 N/A Y c1�^c ENGiNP SURVEYING. ENVIRONMENTAL SERVICES 5of5 PROJECT NARRATIVE TOWNE PLACE SUITES -- 135 t 4415 The following is a project narrative and summary of the specific issues requested in Item No. 7 of the Site Plan Approval Submittal Requirement Form for the Towne Place Suites project by Marriott Hotels: 1. Site and Location of Site: The subject project is located within a portion of Lots 4 and 5 of the Lind Corporate Park recorded short plat,located on the north side of S.W. 19th Street,between Lind Avenue S.W. and East Valley Highway. Lind Corporate Park, Recording No. 8507169002 is located within a portion of the Northeast quarter of the Southwest quarter of Section 19, Township 23 North, Range 5 East, Willamette Meridian, City of Renton, King County, State of Washington. The portion of Lots 4 and 5 to be used for this development consist of 124,112.32 square feet,or 2.5 acres,that is relatively flat and square in shape. Due to recent construction of the Hilton Garden Inn and Larkspur Hotel to the east, temporary stockpiles of excess material have been stockpiled on the subject property,but will be spread throughout the site and onto adjacent parcels that will be developed in the future. Main access to the project will occur along the west property line of Lot 4, used as a shared access with the proposed development to the south, which will be constructed concurrently with Towne Place Suites. 2. Current Use of the Site and Any Existing Improvements: The site is currently undeveloped with vegetation consisting of grasses and exposed soil. Due to recent construction of the mainline utilities, as required by the development of Lind Corporate Park, most of the area has been recently disturbed leaving exposed soil. The utility mains installed under Lind Corporate Park consist of a storm drainage mainline system intended to serve all lots of the Lind Corporate Park development. This storm drainage system varies in size from 12-inch pipe located on the northerly portion of Lots 4 and 5,to 18-inch pipe located along the south half of Lots 4 and 5,all of which are being directed to an existing water quality vault located parallel to S.W. 19th Street,over Lots 4 and 5. Also constructed is a 10-inch water main system developed to serve all lots of the Lind Corporate Park. This system loops from the westerly property line of Lot 4,bearing in a northerly direction to the north property line where it turns east and travels along the north property line to the easterly property line of Lot 5 and turns south and reconnects with the existing 12-inch water main system located on the south half of S.W. 19th Street. Also included with the utilities is the installation a 10-inch sanitary sewer system located along the easterly side Lot 5,beginning within the south portion of Lot 5,flowing northerly to the north property line. The system then turns to the west and enters an existing sanitary sewer system developed for the Boeing property to the north. 3. Special Site Features: There are no special features of the subject property, other than the existing utility mainline systems. 4. Number and Location of Existing Structures and/or Residential Units: There are no existing structures and/or residential units within the subject property. 5. Proposed Use of Property,Project Name,and Scope of the Proposed Improvements: The proposed use of the property is for an "extended stay" type hotel, which consists of two separate buildings approximately 10,000 square feet in size. The proposed development will include construction of sanitary sewer, water services, and an extension of storm drainage system to provide drainage for the new parking lot areas. Approximately 138 paved parking stalls will be provided as part of the new development. Access to this proposed development will be provided by means of a joint use access 6829.001 [BDS/jss/bsd] �, J!'L 1 (i IZEC Y V Ste. located along the westerly property line of Lot 4. Additional access is provided by means of a joint use paved access along the easterly property line;however,this will be for purposes of emergency vehicles only and will have a chained barrier separating the proposed development to the south. Other improvements to the project will include pedestrian access between Towne Place Suites and Fairfield Suites, then extending southerly to the public right-of-way of S.W. 19th Street. Additional enhancements to the proposed development include a swimming pool on the northerly building and associated recreational facilities. The maximum height of the proposed structures is 44'-10"from the finished floor elevation. Building lot coverage is approximately 16 percent of the total site area. 6829.001 [BDS/jss/bsd] CONSTRUCTION MITIGATION DESCRIPTION TOWNE PLACE SUITES The following is a summary of the construction mitigation measures that are proposed for the Towne Place Suites in accordance with Item No. 8 of the Site Plan Approval Submittal Requirement Form: 1. Proposed Construction Dates: Construction of the project is scheduled to begin in May 1999, and it is anticipated to be completed by May 2000. 2. Hours of Operation: The hours of operation during construction of the project is anticipated to be from 7 a.m. to 5 p.m. or up to the maximum allowable hours of operation approved by the City of Renton. 3. Proposed Hauling/Transportation Routes: Although the haul route for trucking imported fill material and removal of debris and unsuitable material has not yet been determined, it,is anticipated that the haul route will be along S.W. 19th Street to East Valley Highway,or Lind Avenue S.W., or as directed by the City of Renton. 4. Measures to be Implemented to Minimize Dust, Traffic, and Transportation Impacts, Mud, Noise,and Other Noxious Characteristics: Mitigation measures during the construction phase will include an erosion and sedimentation control plan that will include temporary construction entrances, silt fence, ditching, and a sedimentation control pond that will control any site runoff so as not to impact adjacent properties. Water trucks will be provided as required during the construction phase for dust control and flaggers will be available as needed at the site entrances during the trucking operations for traffic control. Construction equipment will meet or exceed Washington State emission standards for noise and pollution. In addition, street cleaning and sweeping will be provided on an as needed basis, as determined necessary by the on-site Superintendent and/or City Inspector. a.. J!" 1 6829.001 [BDS/jss/bsd] ENVIRONMENTAL CHECKLIST APPLICATION FORM City of Renton A. BACKGROUND INFORMATION: 1. Name of project: TownePlace Suites by Marriott 2. Name of applicant: Mr.Andy Layton -Marriott International Mailing Address: 601 Union Street, Suite 5300 Seattle,WA 98101-4045 206-223-1426 Contact: Mr. Brian Smith Telephone: 425-251-6222 Barghausen Engineers 18215 72nd Avenue South Kent,WA 98032 3. Date checklist prepared: July 10, 1998. 4. Agency requesting checklist: City of Renton 5. Schedule: Describe the timing or schedule (include phasing and construction dates, if possible) : The applicant would like to begin construction in the Spring 1999 with completion in May of 2000.. 6. Future Plans: Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Yes -A 120 room Marriott Fairfield Suites Hotel is being propsed directly south of this property. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Engineering Report by Agra Earth and Environmental -see attached Traffic Impact Analysis by James W. MacIsaac -see attached 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain: Yes -See item 6 above. 9. Permits: List all permits for this project from local, state, federal or other agencies for which you have applied or will apply. AGENCY PERMIT TYPE City of Renton Site Plan Approval Gi City of Renton SEPA Determination City of Renton Grading Permit JtfL 1 r • City of Renton Building Permit ^ City of Renton Lot Line Adjustment / ►— 10. Project Description: Give a brief, complete description of the intended use of the property or project. Marriott International, Inc. proposes to develop a (135) room, extended-stay, all-suite hotel on a 2.86 acre property. The hotel will consist of(2)4-story structures with horizontal bevel siding and brick accents with composition shingles on a pitched gable roof. The development will include surface parking for 138 vehicles, an outdoor swimming pool, bar-b-que area and associated landscaping. 11. Location. Give general location of proposed project (street address or nearest interection streets: section, township and range) The property is located west of the East Valley Highway and north of SW 19th Street. The property is a portion of the SW 19th LIND SHORT PLAT-A Short Plat Subdivision of lots 2 and 3, City of Renton Short Plat No. 022-85 being a portion of the NE 1/4 of the SW 1/4 of Section 19,TWP 23 North, Range 5 East,WM City of Renton -King County,WA B. ENVIRONMENTAL ELEMENTS TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? Typical site slopes do not exceed 5%. However, recent construction on the adjacent parcel has stockpiled excess material on the subject property. The side slopes of this mound are approximately 20%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. See attached Geotechnical Engineering Report d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None known -See attached Geotechnical Engineering Report. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No fill is anticipated -Approx. "cut" quantity - 18,000 CY. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion potential is extremely minimal as the site is surrounded by near flat, pervious surfaces. -2- g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 49% of the site will be covered by impervious surfaces, including asphalt paving and buildings. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A temporary erosion control plan will be prepared in accordance with City standards to reduce and control erosion during the construction phase. The measures will include temporary drainage swales, temporary mirafi fencing and a temporary sediment trap. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Normal emissions from construction equipment. Some dust will be generated during construction. Automobile emissions may increase very slightly when the project is complete. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: The site will be watered as necessary to control dust during construction. Construction equipment will be required to meet state emission control standards. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There is an existing class 1 wetland located on the south side of SW 19th Street- refer to wetland study by NRC dated March 1997 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. -3- 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. N/A 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100 year flood plain? If so, note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage: industrial, containing the following chemicals . . . .; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. c. Water Runoff(including storm water): 1) Describe the source of runoff(including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water drainage from site will drain into the existing storm drainage system designed to handle this runoff. This water will pass through a water quality vault prior to discharge into the wetland south of SW 19"'Street. 2. Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Drainage control is exempt from the design requirements. -4- 4. Plants a. Check or circle types of vegetation found on the site: None. deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop of grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? The entire site is stripped. There is no existing vegetation on the site. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Ornamental landscaping, including the use of native plants, will be incorporated throughout the developed property. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: None to our knowledge. birds: hawk, heron, eagle, songbirds, other: ducks, geese mammals: deer, bear, elk, beaver, other: Horses. fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: The entire development will be landscaped. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric and natural gas. -5- b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The buildings will comply with current Washington State energy code requirements for glazing and insulation. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No. 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1) What types of noise exist in the area which may affect your project(for example: traffic, equipment operation, other)? None. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term: Construction noise will occur during daylight hours for a period of 8 to 9 months. No long term increase in noise is expected. 3) Proposed measures to reduce or control noise impacts, if any: Limit construction activity to daylight hours. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently vacant. Two hotels are under construction on the parcels to the east. The property to the west is vacant. -6- b. Has the site been used for agriculture? If so, describe. Unknown. c. Describe any structures on the site. None. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? (CO) Commercial/Office f. What is the current comprehensive plan designation of the site? Commercial g. If applicable, what is the current shoreline master program designation of the site? Not Applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Approximately 5 to 8 people will be employed at this hotel. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal is consistent with current activity and land uses. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. -7- b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Structure Height-44'-10" (mid-pt. of gable roof) Exterior Materials -Horizontal bevel siding with brick accents and composition shingle roofing. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetics impacts, if any: Use of architectural styling and exterior building materials which will be compatible with the commercial architecture in the neighborhood. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Minimal glare from exterior lights during evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None known. d. Proposed measures to reduce or control light and glare impacts, if any: Use of shielded light fixtures. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Lower Talbot Hill Park, Talbot Hill Park and Thomas Teasdale Park are all within the immediate vicinity of the site. Fort Dent Park, Foster Golf Links and the Christensen Greenbelt are also in the general area. -8- b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: The hotel will include an indoor exercise room and an outdoor pool and bar-b-que area. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The Valley Freeway to the east and 1-405 to the north are the major highways serving this site. Direct access will be from the East Valley Highway and SW 19th Street. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. c. How many parking spaces would the completed project have? How many would the project eliminate? The proposed project will include on-site parking for 138 vehicles. No stalls will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe(indicate whether public or private). Frontage improvements will be required at SW 19th Street. -9- e. Will the project use(or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volume would occur. See attached Traffic Impact Analysis. g. Proposed measures to reduce or control transportation impacts, if any: None. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Minor increase in potential fire protection, emergency services and police protection. A fire station is located in the immediate vicinity. b. Proposed measures to reduce or control direct impacts on public services, if any: None proposed. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, cable TV, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Storm Sewer: City of Renton Sanitary Sewer: City of Renton Water: City of Renton Power: Puget Sound Energy Telephone: US West Natural Gas: Puget Sound Energy Cable TV: TCI C. Signature: The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature Date A:812sepa.doc/e nvckl ist -10- Jia neu W , MracIrsiaac , 381 - 129th Place NE ** Bellevue, WA 98005 ** Phone/Fax (425) 454-6307 ..J E-mail: JimMaclsaac@email.msri.cQiii, DATE: July 9, 1998 TO: Brian Smith `� FROM: Jim MacIsaac r' y` s'- SUBJECT: Marriott Hotels/Lind Corporate Park—Traffic Impact Assessment Project Description Two business hotels are proposed for development on the middle sector of the Lind Corporate Park in Renton. The site is located in Renton Valley along the north side of SW 19`'' Street be- tween Lind Avenue and East Valley Road(see Figure 2). The site has three sectors. Two hotels are under construction on the east sector, and will open before the end of 1998. The subject pro- posal is on the middle sector, and will be accessed from SW 19`h Street. The west sector may be developed as corporate office, but is not yet being proposed for development. The two hotels proposed for the middle sector are described as follows: • TownePlace Suites—A moderately priced, extended-stay, all-suite hotel with 135 guest rooms. Each room will include a full kitchen facility. The hotel will offer 99 studio rooms, 6 1-bedroom suites, and 30 2-bedroom suites. Other facilities will include an exercise room, small lounge for guests, outdoor pool and bar-b-que area, and 138 parking stalls. • Fairfield Suites—A moderately priced all-suite hotel with 120 guest rooms. Each suite will include a sitting room with a small kitchenette plus a bedroom. Other facilities will include an indoor pool/spa, a 200sf meeting room, a 710sf lounge, and 128 parking stalls. Neither hotel will contain a restaurant facility. Estimated average annual room occupancy for both hotels is 80% -- a fairly high expectancy. Both hotels meet the definition of"All-Suites Hotel", land use code 311, as defined in Trip Generation, 6`h Edition, Institute of Transportation Engineers, 1997. Analysis Scope and Background Information The City of Renton(Clint Morgan) has requested that a limited traffic analysis be provided that includes traffic generation estimates, an estimate of traffic distribution patterns, and a detailed evaluation of the intersection of Lind Avenue SW and SW 19th Street. A similar assessment was provided in March 1997 for the two hotels currently nearing comple- tion on the east sector of the Lind Corporate Park. In April 1998 a traffic study report prepared by Transportation Planning and Engineering, Inc. (TP&E)was released for an expansion of the Southgate Office Park located west of Lind Avenue south of SW 19`h Street. It included a PM James W.Maclsaac-7/9/98 \jwm\Memottpt.doc Brian Smith July 9, 1998 Page 2 peak period traffic count of the Lind Avenue/SW 19`h Street intersection during March 1998, and a detailed analysis of the intersection by 2000 with the Southgate expansion. However, it did not include traffic anticipated from the two hotels under construction on the east sector of the Lind Corporate Park. This memo builds upon the information provided by the TP&E report for the Southgate Office Park expansion by adding estimated traffic from the previously approved hotels on the east sector of the Lind Corporate Park as part of the 2000 background condition without the subject hotels proposal. It next provides traffic generation and distribution estimates for the proposed hotel projects on the middle sector of the Lind Corporate Park, and an analysis of intersection opera- tions. Finally it provides an analysis with full buildout of the Lind Corporate Park, which could include a corporate office development of 90,000sf on its west sector. 2000 Non-Project conditions The March 1998 PM peak hour traffic count for the intersection of Lind Avenue SW/SW 19th Street is shown on the upper left diagram on attached Figure 1, together with calculated intersec- tion level-of-service (LOS) findings. Lind Avenue has two traffic lanes in each direction, and no center left-turn lanes.at this intersection. SW19th Street has one traffic lane in each direction plus a center left-turn lane on each approach. The intersection is controlled by Stop signs on its east and west approaches. It currently operates at an overall LOS A, with LOS C and D experi- enced by left-turn traffic on the east and west approaches respectively. Thru-traffic volumes at the intersection were factored up at a growth rate of 3%/year from 1998 to 2000, a rate slightly higher than the 2.5%/year rate determined from traffic growth history (source: TP&E report). Traffic estimates for the Southgate Office Park expansion and for the two approved hotels on the east sector of the Lind Corporate Park were added to these growth estimates to create the 2000 PM peak hour traffic estimate shown on the upper right diagram of Figure 1. By 2000 without the subject proposed hotel projects,the intersection is estimated to operate overall at LOS A, with LOS B and D calculated for the east and west approaches (D and F for left-turn movements respectively). The TP&E report found that intersection signalization would be marginally "warranted"under this condition. However, the delays for the left-turn move- ments from the east and west approaches would be less than 60 seconds per vehicle—little more than might be expected with signalization. Signalization would increase overall delay at the in- tersection for all approach traffic combined. Therefore, TP&E recommended holding any signalization actions. Hotel Project Traffic Impacts Traffic generation estimates for the Lind Corporate Park are shown on the following table for approved, proposed, and potential future projects. Traffic estimates for the previously approved hotel projects on the east sector are included in the 2000 background assessments discussed James W.Maclsaac-7/9/98 \jwm\Memo.pt.doc Brian Smith July 9, 1998 Page 3 above. Estimates for the middle sector are the subject of this assessment. Estimates for the west sector are speculative at this time, but offered for planning purposes. Lind Corporate Park- Estimated Traffic Generation** Land Use Quantity Unit ITE LU AWDT AM Peak Hour PM Peak Hour Rate Trips Rate Trips Rate Trips In Out East Sector: (Under Construction) Business Hotel* 126 OccRoom 312 7.27 733 0.58 58 0.62 62 37 25 Motel w/cafe* 150 OccRoom 320 8.20 984 0.66 79 0.60 72 40 32 Subtotals 1,717 138 134 77 57 Middle Sector: (Current Proposal) TownePlace Suites 135 OccRoom 311 6.24 675 0.48 52 0.55 59 34 25 Fairfield Suites 120 OccRoom 311 6.24 600 0.48 46 0.55 53 31 22 Subtotals 1,275 98 112 65 47 West Sector: (Future) Corp Office 90.000 1000sf 714 6.27 NA 1.47 12 1.40 116 14 112 Total Trip Ends 3,556 368 373 156 217 *80%average weekday occupancy estimated. **Based upon ITE Trip Generation, 6th Edition, 1997. The proposed hotel projects are estimated to generate 1,275 vehicle trips per day, and 112 trips during the PM peak hour of highest traffic activity on the vicinity street system. The estimated distribution of these trips is shown on Figure 2. About 75% of these trips are estimated to circu- late through the Lind Avenue SW/SW 19`h Street intersection, as shown on Figure 2. Estimated 2000 PM peak hour traffic volumes through the Lind Avenue SW/SW 19`'' Street in- tersection with the subject hotel proposals is shown on the lower left diagram on Figure 1. Levels of service for the existing unsignalized intersection are estimated at LOS C and E for all traffic on the east and west approaches respectively. The left-turn movements would operate at LOS E (37 seconds of delay per vehicle) and LOS F (77 seconds of delay per vehicle) for left turns from the east and west approaches respectively. Overall intersection delay for all entering vehicles is estimated at LOS B —6.0 seconds of delay per vehicle. North-south thru-traffic would operate at LOS A. Further 2000 Considerations The Lind Corporate Park will include a final phase of development on its west sector (see table above). Additional development is likely in the northwest quadrant of the intersection. The lower right diagram on Figure 1 illustrates potential 2000 traffic estimates and LOS with buildout of the Lind Corporate Park, but without potential full development of all potential traffic contributors to the west approach to this intersection. LOS on the west approach would drop to LOS F. LOS on the east approach would remain at LOS C overall; but left-turning traffic would drop slightly into the range of LOS F. James W.Maclsaac-7/9/98 \jwm\Memo);pt.doc Brian Smith July 9, 1998 Page 4 Signal Warrant Analysis For signalization to be "warranted", certain minimum traffic volumes must be met or exceeded per guidelines of the nationally accepted Manual on Uniform Traffic Control Devices, FHWA, 1988. The following table provides an analysis of the intersection relative to four of the eleven warrants presented in the MUTCD that would apply. The warrant analysis finds that Warrant Tests for Signalization neither the east nor the west ap- proach at the intersection would Warrant Description Major Minor Street** Warrant No. Street* West East Met? have traffic volumes that would come close to meeting Warrants 1 1 Minimum Vehicular Volume (Based on 8th highest hour) Warrant Volumes 600 200 200 and 2 under any of the three 2000 ' 2000 w/o Hotels 865 65 25 No scenarios analyzed. Warrants 9 2000 With Hotels 900 65 45 No and 11 come close to being met 2000 Buildout Lind Corp 910 65 80 No on the west approach under all 2 Interruption of Cont Traffic (Based on 8th highest hour) three scenarios, and on the east Warrant Volumes 900 100 100 approach only under the buildout 2000 w/o Hotels 865 65 25 No scenario for the Lind Corporate 2000 With Hotels 900 65 45 No Park. The TP&E report for the 2000 Buildout Lind Corp 910 65 80 No Southgate expansion found that 9 Four Hour Volumes (Based on 4th highest hour) warrants 9 and 11 would be met Warrant Volumes elm 115 115 on the west approach; however, 2000 w/o Hotels 1,180 110 32 No an incorrect approach volume 2000 With Hotels 1,230 110 66 No 2000 Buildout Lind Corp 1,250 110 112 No was carried into the calculations. 11 Peak Hottr Volume (Peak Hour of the Day) Warrant Volumes p1700 150 150 Intersection signalization may 2000 w/o Hotels 1,515 150 45 No eventually be desired, and vicin- 2000 With Hotels 1,580 150 92 No ity developments should likely 2000 Buildout Lind Corp 1,595 150 155 Yes contribute to future intersection *Total of traffic on both approaches;each has 2 approach lanes. signalization costs. If signalized, "Total on each approach;each approach has 2 lanes. a further question surfaces as to whether or not Lind Avenue needs to be expanded to provide center left-turn lanes on the north and south approaches. Two signalization scenarios were evaluated, using the 2000 PM peak hour traffic estimates shown in the lower right diagram of Figure 1, with the following results. • Signalize without addition of center left-turn lanes on Lind Avenue—two-phase signal operation. Finding: All movements operate at LOS A or B; overall intersection delay= 5.0 seconds per vehicle. This would be about comparable to overall intersection delay without signalization for the scenario with the two proposed hotels (bottom left diagram on Figure 1). • Signalize with addition of center left-turn lanes on Lind Avenue—4-phase signal operation with protected phases for Lind Avenue left-turn lanes. Finding: Overall intersection delay increases to 8.1 seconds per vehicle due to added signal phases and clearance intervals. This would be comparable to the final scenario without signalization. James W.Mac(saac-7/9/98 \jwm\Memogpt.doc Brian Smith July 9, 1998 Page 5 Conclusion/Mitigation The City should plan to eventually signalize the intersection of Lind Avenue SW/SW 19`h Street. However, signalization should be delayed until at least two signal warrants are met to avoid in- troducing unnecessary delay for north-south thru traffic at this intersection. Suggested mitigation for the subject project could be as follows: • Contribute a calculated funding share of the overall City of Renton transportation improve- ment program. The impact fee is calculated per City requirements at$75 per AWDT trip generated, or $75 x 1275 (from table on page 3) =$95,625. • Contribute a fair share to future signalization of the Lind Avenue SW/SW 19th Street inter- section, if this intersection improvement is not part of the City TIP supported by the above contribution. Since signal warrants may eventually be met on both minor street approaches to the intersection, the cost of signalization should be equally shared by developments on the east and west sides of Lind Avenue. Since the wetland area in the southeast quadrant of the intersection may be un- buildable, the 50%east side share of signalization would fall on Lind Corporate Park. The proposed Marriott Hotels would contribute 47 of the 155 trips on the east approach at buildout of the Park. Therefore, a fair share in the costs of a future signal could be estimated at 30%of 50%, or 15%of the cost of future signalization. James W.Macisaac-7/9/98 \jwm\MemoRpt.doc • 2000 PM Peak Hour 1998 PM Peak Hour Traffic Countt With Southgate Exp and Existing Hotels CD o A Is- oo ti o a' Likilo„ NORTH rn B N O .12, u'r'' --- 0 FT, ,-H n <IS ct-' < 13 o < 5 SW 19t < 25 s o <45 98> a�1 �' 15> 150> 60 4 75> O �n(.:VT , 0 :,")0' cD"./26 1. Overall IA) C) A L Overall Delay = v ti CD o Delay = 1.3 sec/veh 4.2 sec/veh 3 O Overall approach LOS. j126 LOS/delay for left- a d turn movement only. d Overall Overall Delay = c Delay = 6.0 sec/veh 8.0 sec/veh v T- Q3116, F/77IT o� O F/102 % 0 < 27 � <92 < 30 a� i 1,t2T < 155 SW 19th 150> 60 4 140> 150> 60 A 155> © ��( �/37 © �c o j48 Al ( o AlA CO Is- ti . V V " 2000 PM Peak Hour 2000 PM Peak Hour W/Southgate & Hotels W/Southgate & Buildout Plus Proposed Hotels of Martin Smith Site Lind Avenue SW/SW 19th Street Intersection PM Peak Hour Traffic Estimates FIGURE 1 100 100 10 13 10l:1_.L 1 ,s '; r " I i' t Minor, -�' x 4r11 sr` M 'ono .i.�u ti ,�Vf.Mar t7 3 50 �1 4' r s a3 05 11 t -.5 .• v;i - 5 40 200 iM YIl XI PL 1 ,Irtt .r 100 a*. 400 cr^ 25 3 �. } .. 45.•* � 12 A � -41 x y • Minor a 150 4, 17 550 , T' - 5t � 1- � Wi 62 Site � t _.�. .._ ;fcr... is sr; t al **t i 25 400 r� ' MKs r" ,. 2 i37 27 350 '; s, ." O. `f _ 'Uti - f— 23 ' , .ai) �28 4.. ' m_._ c . 20 6 . ": ; , , - w 1 tea # ,1 _ Y.. t4 400 ' `w xt `�` t s Elm sT is w LEI rN i . � I �. 25 .: i. - - r -- AWDT , t t " 1 4 T't`' l ill ,r . 550 , ilt... 41ii Sr • . E .ts- � X GL 3,� : ' ?Fr- r r PM t�kw 1.0 :` 300 . atst st f Peak Hour 150 f 21 .•� � a 5� w Hotel Trip Gen: 350 p �... a t-‘, ) �..� ---m `'h ), AWDT- 1,275 14 ��- ' Ss/ 4 4."$ t PM Pk Hr-112 ,'.100 . Out 47 <' ° I • :' } ,r ' ,1. 1UO Minor 10 i 100 12 Fairfield & TownePlace Hotels Traffic Generation & Distribution Estimates FIGURE 2 Brian Smith July 9, 1998 Page 6 • APPENDIX LOS CALCULATIONS James W.Mactsaac-7/9/98 \jwm\MemoRpt.doc HCS : Unsignalized Ir.,rsections Release 2 . 1d LIND-19A.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets : (N-S) Lind Ave SW (E-W) SW 19th St Major Street Direction NS Length of Time Analyzed 15 (min) Analyst Mac Isaac Date of Analysis 6/28/98 Other Information 1998 Traffic Counts (No Development on MS Site) Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R ---- - - - - ---- ---- ---- ---- ---- ---- - - -- - --- ---- - - - - No. Lanes 0 > 2 < 0 0 > 2 < 0 1 1 < 0 1 1 < 0 Stop/Yield N N Volumes 7 558 1 11 422 6 50 3 45 0 0 5 PHF . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 Grade 0 0 0 0 MC' s (%) SU/RV' s (%) CV' s (%) PCE' s 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5 . 50 2 . 10 Right Turn Minor Road 5 . 50 2 . 60 Through Traffic Minor Road 6 . 50 3 . 30 Left Turn Minor Road 7 . 00 3 . 40 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) EB L 58 218 22 .4 1 . 0 D EB T 3 257 > 13 . 5 EB R 52 1065 > 909 4 . 2 0 . 1 A WB L 0 208 17 . 3 0 . 0 C WB T 0 256 > 3 . 7 WB R 6 983 > 983 3 . 7 0 . 0 A NB L 8 983 3 . 7 0 . 0 A 0 . 0 SB L 13 829 4 . 4 0 . 0 A 0 . 1 Intersection Delay = 1 . 3 sec/veh HCS : Unsignalized Ir1Lrsections Release 2 . 1d LIND-19B .HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall. Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets : (N-S) Lind Ave SW (E-W) SW 19th St Major Street Direction NS Length of Time Analyzed 15 (min) Analyst MacIsaac Date of Analysis 6/28/98 Other Information 2000 W/Southgate, With Existing Hotels Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R -- - - - --- ---- ---- - --- ---- ---- ---- ---- -- -- ---- ---- No. Lanes 0 > 2 < 0 0 > 2 < 0 1 1 < 0 1 1 < 0 Stop/Yield N N Volumes 10 615 15 55 450 15 85 5 60 10 0 35 PHF . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 Grade 0 0 0 0 MC' s (%) SU/RV' s (%) CV' s (%) PCE' s 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5 . 50 2 . 10 Right Turn Minor Road 5 . 50 2 . 60 Through Traffic Minor Road 6 . 50 3 . 30 Left Turn Minor Road 7 . 00 3 . 40 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) EB L 98 158 54 . 2 3 . 0 F EB T 6 189 > 33 . 0 EB R 69 1040 > 765 5 . 2 0 . 3 B WB L 12 151 25 . 9 0 . 1 D WB T 0 189 > 8 . 9 WB R 41 940 > 940 4 . 0 0 . 0 A NB L 12 935 3 . 9 0 . 0 A 0 . 1 SB L 64 755 5 . 2 0 . 2 B 0 . 6 Intersection Delay = 4 . 2 sec/veh HCS : Unsignalized In-rsections Release 2 . 1d LIND-19C.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall. Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets : (N-S) Lind Ave SW (E-W) SW 19th St Major Street Direction NS Length of Time Analyzed 15 (min) Analyst MacIsaac Date of Analysis 6/28/98 Other Information 2000 W/SouthgateExp, Existing Hotels, P rop Hotels Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R --- - --- - - --- - --- ---- --- - ---- ---- - --- -- -- ---- - - - - No. Lanes 0 > 2 < 0 0 > 2 < 0 1 1 < 0 1 1 < 0 Stop/Yield N N Volumes 10 615 45 90 450 15 85 5 60 30 2 60 PHF . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 Grade 0 0 0 0 MC' s (%) SU/RV' s (%) CV' s (%) PCE' s 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5 . 50 2 . 10 Right Turn Minor Road 5 . 50 2 . 60 Through Traffic Minor Road 6 . 50 3 . 30 Left Turn Minor Road 7 . 00 3 . 40 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) EB L 98 135 76 . 9 3 . 5 F EB T 6 158 > 46 . 0 EB R 69 1040 > 719 5 . 6 0 . 3 B WB L 35 131 37 . 2 0 . 9 E WB T 2 162 > 15 . 4 WB R 69 924 > 816 4 . 8 0 . 2 A NB L 12 935 3 . 9 0 . 0 A 0 . 1 SB L 105 727 5 . 8 0 . 5 B 0 . 9 Intersection Delay = 6 . 0 sec/veh HCS : Unsignalized InLcrsections Release 2 . 1d LIND-19D.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall. Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets : (N-S) Lind Ave SW (E-W) SW 19th St Major Street Direction NS Length of Time Analyzed 15 (min) Analyst MacIsaac Date of Analysis 6/28/98 Other Information 2000 W/SouthgateExp, All 4 Hotels, and MS Office Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R - - -- -- -- - - -- -- -- ---- --- - ---- - -- - - --- ---- -- - - - - - - No . Lanes 0 > 2 < 0 0 > 2 < 0 1 1 < 0 1 1 < 0 Stop/Yield N N Volumes 10 615 50 100 450 15 85 5 60 45 5 105 PHF . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 Grade 0 0 0 0 MC' s (%) SU/RV' s (%) CV' s (%) PCE' s 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5 . 50 2 . 10 Right Turn Minor Road 5 . 50 2 . 60 Through Traffic Minor Road 6 . 50 3 . 30 Left Turn Minor Road 7 . 00 3 . 40 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) EB L 98 120 101 . 6 4 . 0 F EB T 6 152 > 60 . 0 EB R 69 1040 > 709 5 . 7 0 . 3 B WB L 52 126 47 . 3 1 . 6 F WE T 6 155 > 17 . 9 WB R 122 920 > 747 5 . 8 0 . 7 B NB L 12 935 3 . 9 0 . 0 A 0 . 1 SB L 116 722 5 . 9 0 . 6 B 1 . 1 Intersection Delay = 8 . 0 sec/veh ' HCM: SIGNALIZED INTE___iCTION SUMMARY Version : d 07-07-1998 Center For Microcomputers In Transportation Streets : (E-W) SW 19th St (N-S) Lind Ave SW Analyst : MacIsaac File Name : LIND-19D.HC9 Area Type : Other 7-7-98 PM Pk H Comment : 2000 W/Southgate Exp, All 4 Hotels and MS Office; No LTL on Lind Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- - -- - - --- -- - - ---- ---- ---- - - - - --- - - - - - - - - - - - - - No. Lanes 1 1 < 1 1 < > 2 < > 2 < Volumes 85 5 60 45 5 105 10 820 50 100 600 15 PHF or PK15 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 Grade 0 0 0 0 96- Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 Parking (Y/N) N (Y/N) N (Y/N) N (Y/N) N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) N (Y/N) N (Y/N) N (Y/N) N Arr Type 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Prop . Share Prop . Prot . Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 15 . OA Green 45 . OA Yellow/AR 3 . 0 Yellow/AR 3 . 0 Cycle Length: 66 secs Phase combination order: #1 #5 Intersection Performance Summary Lane Group : Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 287 1261 0 . 311 0 . 227 13 . 9 B 13 . 7 B TR 365 1604 0 . 187 0 . 227 13 . 3 B WB L 333 1466 0 . 141 0 . 227 13 . 2 B 13 . 7 B TR 362 1595 0 . 320 0 . 227 13 . 9 B NB LTR 2307 3383 0 . 422 0 . 682 3 . 1 A 3 . 1 A SB LTR 1482 2174 0 . 534 0 . 682 3 . 7 A 3 . 7 A Intersection Delay = 5 . 0 sec/veh Intersection LOS = A Lost Time/Cycle, L = 6 . 0 sec Critical v/c (x) = 0 . 480 HCM: SIGNALIZED INTE....,'CTION SUMMARY Version z . -id 07-07-1998 Center For Microcomputers In Transportation Streets : (E-W) SW 19th St (N-S) Lind Ave SW Analyst : MacIsaac File Name : LIND-19F .HC9 Area Type : Other 7-7-98 PM Pk H Comment : 2000 W/Southgate Exp, All 4 Hotels and MS Office; W/LTL on Lind2 Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- - - - - ---- ---- -- - - ---- ---- ---- - - -- -- -- - --- -- - - No. Lanes 1 1 < 1 1 < 1 2 < 1 2 < Volumes 85 5 60 45 5 105 10 820 50 100 600 15 PHF or PK15 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 Grade 0 0 0 0 Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 Parking (Y/N) N (Y/N) N (Y/N) N (Y/N) N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) N (Y/N) N (Y/N) N (Y/N) N Arr Type 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Prop. Share Prop. Prot . Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right WB Right Green 15 . OA Green 45 . OA Yellow/AR 3 . 0 Yellow/AR 3 . 0 Cycle Length: 66 secs Phase combination order: #1 #5 Intersection Performance Summary Lane Group : Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 287 1261 0 . 311 0 . 227 13 . 9 B 13 . 7 B TR 365 1604 0 . 187 0 . 227 13 . 3 B WB L 333 1466 0 . 141 0 . 227 13 . 2 B 13 . 7 B TR 362 1595 0 . 320 0 . 227 13 . 9 B NB L 360 528 0 . 031 0 . 682 2 . 2 A 3 . 0 A TR 2518 3693 0 . 382 0 . 682 3 . 0 A SB L 196 288 0 . 535 0 . 682 5 . 6 B 3 . 1 A TR 2531 3712 0 . 269 0 . 682 2 . 7 A Intersection Delay = 4 . 6 sec/veh Intersection LOS = A Lost Time/Cycle, L = 6 . 0 sec Critical v/c (x) = 0 . 481 HCM: SIGNALIZED INTEKSECTION SUMMARY Version 2 . 4d 07-07-1998 Center For Microcomputers In Transportation Streets : (E-W) SW 19th St (N-S) Lind Ave SW Analyst : MacIsaac File Name : LIND-19E .HC9 Area Type : Other 7-7-98 PM Pk H Comment : 2000 W/Southgate Exp, All 4 Hotels and MS Office; W/LTL on Lind Eastbound Westbound Northbound Southbound L T R L T R L T R L T R - --- ---- ---- -- - - ---- - --- ---- ---- ---- ---- --- - ---- No. Lanes 1 1 < 1 1 < 1 2 < 1 2 < Volumes 85 5 60 45 5 105 10 820 50 100 600 15 PHF or PK15 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 Grade 0 0 0 0 96 Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 Parking (Y/N) N (Y/N) N (Y/N) N (Y/N) N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (Y/N) N (Y/N) N (Y/N) N (Y/N) N Arr Type 3 3 3 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Prop. Share Prop. Prot . Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * SB Left * * Thru * Thru * * Right * Right * * Peds Peds NB Right EB Right SB Right WB Right Green 15 . OA Green 5 . OA 5 . OA 40 . OA Yellow/AR 3 . 0 Yellow/AR 0 . 0 3 . 0 3 . 0 Cycle Length: 74 secs Phase combination order: #1 #5 #6 #7 Intersection Performance Summary Lane Group : Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 236 1165 0 . 377 0 . 203 16 . 9 C 16 . 5 C TR 325 1604 0 . 209 0 . 203 15 . 9 C WB L 289 1427 0 . 162 0 . 203 15 . 7 C 16 . 4 C TR 323 1595 0 . 359 0 . 203 16 . 7 C NB L 48 1770 0 . 230 0 . 027 23 . 2 C 7 . 2 B TR 1996 3693 0 . 482 0 . 541 7 . 0 B SB L 239 1770 0 .439 0 . 135 19 . 9 C 5 . 8 B TR 2408 3712 0 . 282 0 . 649 3 . 6 A Intersection Delay = 8 . 1 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9 . 0 sec Critical v/c (x) = 0 . 451 9S 04q CITY OF RENTOP< JLJ11. 08 1998 • MEMORANDUM v JILiJi�vu Ui V151Q11i • • DATE: 6- 5-`i s-- TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application:( rr�c ff F cn i z- • �tsa f-CS LOCATION: ND t a-N'I .5 r lQ S�IJ i�I -Fuss r• Lin O Va Ge j • A meeting with the applicant has been scheduled for /0 , Thursday, ru, .- 5 in the 3rd floor conference room. If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11 :00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to v ,? y (ROW, .-.- at least two (2) days before the meeting. Thank you. ,yam, C2A., .1 �v t • G:►: Ja1ci 17, -9- !rr. r D • O rs e; ; CITY OF RENTON o� FIRE PREVENTION BUREAU MEMORANDUM DATE: June 16, 1998 TO: Peter Rosen, Planner t FROM: Jim Gray, Assistant Fire Marshal IN SUBJECT: Mariott Towneplace and Fairfield Suites, SW 19th St: Fire Department Comments: 1. The preliminary fire flow for The Fairfield Suites is 275 GPM and the Towneplace Suites Bldg. A 86 B area5 GPM Each. One hydrant is required within 150 feet of each structure and two additional hydrants are required within 300 feet of each structure. 2. A fire mitigation fee of 396.00is required for the Fairfield Suites and a fee of 839,104.00 is required for the Towneplace Suites, based on $.52 per square oot o the new building square footage.. 3. Separate plans and permits are required for the installation of the fire alarm and sprinkler systems. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 in unobstructed width with a turning radius of 45 foot outside and 25 foot inside. The divided entry from SW 19th Street s required to be a minimum 20 feet on each side of the divider. 5. Fire department dead-end access roadways over 150 feet in Length are required to have an approved turnaround. This complex shall have two means of required fire department access. Please feel free to contact me if you have any questions. MARRIOTT TOWNPLACE SUITES AND FAIRFIELD SUITES SW 19th St. Development Services Pre-Application July 25, 1998 WATER: 1. The Water Development Service Connection charge is $0.113 per square for of gross site area, but not less than$385. 2. The site is located in Downtown 196 water pressure area. 3. One (1) fire hydrant will be require for each 1000 gpm of required fire flow. The primary hydrant must be within 150 feet of the building, but not closer than 50-feet, and the secondary hydrants to be within 300 feet of the building. The Fire Prevention Department determines the required fire flow. 4. The required loop water system is to be installed per the Lind Corp. Park utility plan. The building needed fire flow must not exceed the capability of the 10-inch loop water system designed under the Lind Corp. Park .plan submittal. 5. Proposed Fairfield Building on the Westside must clear the water and Storm pipes easamet t by ten(1O) feet. Also parking stalls to be set back from the utility easement. 6. If the proposed project goes through SEPA a composite utility plan will need to be shown. 7. The project is to meet the City Of Renton Drafting Standards. 8. Show location and size of the irrigation meters General Item: A construction permit is required for those utilities to be part of the City infrastructure and any off site improvements. When plans are completed three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted. ti 98cm099W 98C\1099\V.DOC\ MARRIOTT TOWNPLACE SUITES AND FAIRFIELD SUITES SW 19th St. Development Services Pre-Application July 25, 1998 SEWER: (Waste Water): 1. The Sewer System Development Connection charge is $0.078 per gross square feet of site area, but not less than$585. 2. Sewer main to be available as shown on the Lind Corp. Plan. 3. Project located on the 19 T23N R5E W 1/2 quarter section map. 4. The sewer mains are located adjacent to the East and North property lines in a utility easement. 5. If the project produce fats, oils, or grease the applicant is advised that an appropriate removal system will be required. . 6. Side sewers are to have a slope of 2%. 7. A sewer cleanout is to be located 5-feet from the building and at any bends. 8. Show all top and invert elevations. 9. Commercial pools and spas shall have a separate side sewer. 10. A sanitary sewer backflow prevention devise is required in the valley where the floor elevation is below 25-feet. Floor elevation to be shown on the construction plans for the building. 99cm099S 98CMO99S.D00 • MARRIOTT TOWNPLACE SUITES AND FAIRFIELD SUITES SW 19th St. Development Services Pre-Application July 25, 1998 STORM DRAINAGE(Surface Water): 1. The Storm System Development Connection charge is $0.129 per site gross square feet of new impervious surface area. 2. Drawings are to meet City of Renton drafting standards. 3. A level (1) Storm Drainage Report will be required. The Report is to be in accordance with the King County Surface water Design Manual. 4. The proposed parking is located over the installed storm detention vault. Confirm that the vault structure can safety with stand the total parked vehicle loading. 5. West side of Fairfield Suites building and parking area to be 10 feet from the existing utility easement. 6. Provide Temorary Erosion/Sedimentation Constrol plan and notes per City Standards. 98cm099D • 98CM1099D.DOC\ MARRIOTT TOWNPLACE SUITES AND FAIRFIELD SUITES SW 19th St. Development Services Pre-Application July 25, 1998 TRANSPORTATION: 1. The Transportation mitigation fee is $75 per new trip generated as determined from the ITE trip generation manual. 2. The driveways are to be a minimum of 5-feet from the property line, 3. A six (6) sidewalk is required the full length of the property frontage on SW 19th St. with the back edge located at the property line and a planter strip between the curb and sidewalk. 4. A brief Traffic Report is required which will show the impact of the service level at the intersection of Lind Ave SW . Trip distribution to be estimated and the trip generation is to be determined from the ITE Trip Generation Manual. 5. Show City Of Renton Standard driveway detail drawing on plans. See drawing Number FRO1N, page F006. 98cm099T 98CMM099T.00c\ CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: June 25, 1998 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: Marriott Towneplace Suites and Fairfield Suites-Pre-App File No. 98-048 We have completed a preliminary review of the pre-application for the proposed Marriott Towneplace Suites and Fairfield Suites project. Listed below and attached on several sheets are our preliminary findings. Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional comments. Zoning. The project site is zoned Commercial Office (CO). Hotels are permitted in the CO zone as a secondary use provided that the location is within the Employment Area-Valley (EAV) Comprehensive Plan designation,which is the case for the subject site. Development Standards Setbacks: The minimum front street setback required in the CO zone depends on building height. The proposed 4 story hotels would have a minimum front setback of 20 feet which applies to building heights between 25 and 80 feet. There are no rear or side yard setbacks required in the CO zone, except where a CO lot is adjacent to residential zone, and this does not apply to the subject site. Building Height: The maximum building height in the CO zone is 250 feet. Lot Area: Minimum lot area is 25,000 square feet. This minimum lot area would apply if the applicant is considering a lot line adjustment. Lot Coverage: The maximum lot coverage for buildings is 65% of the total site area. There is no standard for a maximum of impervious surfacing on a site. Landscaping: The CO zone requires a minimum 10 foot wide landscape strip abutting public streets. There is also a code requirement for a pedestrian connection between the public entrance of the building and the street. Comprehensive Plan policies encourage landscaping and berminq to screen parking areas from the street. It appears that this could be accomplished within the landscape strip frontagesies shown on the proposed site plan. For development in the Green River Valley.,2% of a total site area must be landscaped as natural,wildlife area. The Code specifies that these landscaped areas should be aggregated on a site, and where possible should be located contiguous to wildlife habitat landscaping on adjacent properties. I believe the adjacent hotels accomplished this landscape requirement along the north_properly line. The parking ordinance requires landscaping equal-to 5%'of the area of a parking lot ovdf.10,000 square feet in size. The calculation of this required landscaping should be provided by the applicant with submittal of the application. Parking: The Parking and Loading Ordinance requires 1 parking space for each guest room plus 2 parking spaces for each 3 employees. The pre-application site plan indicates 1 parking space per guest room which does not meet the code standard. The Department Administrator has the authority to grant modifications from parking code requirements, but has not given favorable consideration to requests for reduced parking in most recent cases. Marriott Towneplace Suites and Fair-tield Suites.UOC Permit Requirements. Site Plan Review: Site Plan Review is required for all development proposals (which meet SEPA thresholds) in the Commercial Office (CO) zone designation. If the two hotels are proposed as separate land use applications on separate lots, they would require Administrative Site Plan Review because as separate proposals they would not meet any of the thresholds (i.e. site over 10 acres, 100,000 square feet in floor area, 300 parking stalls, building height over 4 stories) requiring a public hearing before the Hearing Examiner. Site Plan Review evaluates site layout, building orientation, pedestrian and vehicular circulation, parking, screening/buffering, and code/policy compliance, according to specific criteria outlined in the Site Plan Review Ordinance(Section 4-31-33). SEPA Environmental Review - A SEPA environmental checklist must be submitted with the application materials. The Environmental Review Committee (ERC) will review the proposal and issue a threshold determination. The most common SEPA mitigation measures include a traffic mitigation fee of $75 per new average daily trip and a Fire mitigation fee equal to$0.52 per square foot of new construction. SEPA environmental review and Administrative Site Plan Review are conducted concurrently and take approximately 6 to 8 weeks, which includes the appeal periods. RECEIVED MEMORANDUM JUN 8 1998 ECONOMIC DEVELOPMENT, NEIGHBORHOODS, . •- `.� -G'�`LANNINO DATE: 6- 5 - <<Is- TO: Long Range Planning/fC0,4. 17P�./ FROM: Jim Hanson, Development Services Division Director • SUBJECT: New Preliminary Application:i1'Ur(i <-i •K 5 LOCATION: (cx4-h 64ck K) S:I•l' Ili Leer.,l Ltnr7 Vatl;esi Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Please su mit your written comments to (6-1-ef -ems no later than �� . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. No POLIC.— 1ssL 3 • J i J' • ►s• Return Address: First American Title/Seattle Escrow 2101 Fourth Avenue, Suite 800 Seattle, WA 98121 ` •t A v t 4,c First American Title Insurance Company DOCUMENT TITLE(S) (for transactions contained therein): i S•T. AM-S 1. DECLARATION OF USE RESTRICTIONS, LIND CORPORATE PARK ?j j D-3 tr ..� 4. Reference Number(s) of Documents assigned or released: (on page_of document(s)) Grantor(s) 1. SW 19TH LIND L.L.C. 2. RENTON STUDIO HOTEL COMPANY LLC 3. RENTON GARDEN HOTEL COMPANY LLC 4. Additional Names on page 1 of document. • Grantee(s) 1. L. 3. ti 4. �--,r— — . •.� Additional Names on page of document. Legal Description(abbreviated i.e. lot, block, plat or section, township, range) 1,111- Lots 4 through 9, City of Renton Short Plat No. 97-032, recording no. 9.7070,99eG6 p w 3 , King County, Washington = Additional legal is on page 9 of document. Assessor's Property Tax Parcel/Account Number = 334040-3325-07, 334040-3330-00 The Auditor/Recorder will rely on information provided on the form. The staff will not read the document r to verfiy the accuracy or completeness of the indexing information provided herein. a a 7 7 DECLARATION OF USE RESTRICTIONS LIND CORPORATE PARK THIS DECLARATION OF USE RESTRICTIONS is made this day ofJG I 1 1997, by SW 19TH LIND L.L.C., a Washington limited liability company ("Lind"), RENTON' STUDIO HOTEL COMPANY,LLC,a California limited liability company("Studio"), and RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company ("Garden"). The recitals which follow incorporate the definitions set forth in Article I of this Declaration. RECITALS: A. Lind is the Owner of the Lots comprising the Middle Parcel. B. Studio is the Owner of Lots 6 and 7. C. Garden is the Owner of Lots.8 and 9. D. It is the intention of Lind and Studio to further the implementation of the Short Plat by means of the covenants, conditions, and restrictions set forth in this Declaration. Said covenants, conditions, and restrictions are intended to be common to all Lots comprising the East Parcel and Middle Parcel and to enhance and protect the value and development potential of all such Lots to their mutual Gbenefit. ARTICLE 1 Q) Definitions Unless the context otherwise specifies or requires, the terms defined in this Article I shall, as used in this Declaration, have the meanings herein set forth: 1.1 Affiliate. With respect to any Person, (i) any Person directly or indirectly controlling, controlled by, or under common control with such Person, (ii) any Person owning or controlling fifty percent (50%) or more of the outstanding voting interests of such Person, (iii) any officer, director, or general partner of such Person, or (iv) any Person who is an officer, director, general partner, trustee, or holder of fifty percent (50%) or more of the voting interests of any Person described in clauses (i) through (iii) of this sentence. For purposes of this definition, the term "controls," "is controlled by," or "is under common control with" shall mean the possession, direct or indirect, of the power to direct or cause the direction of the management and policies of a person or entity, whether through the ownership of voting securities, by contract or otherwise. 1.2 Beneficiary. The term "beneficiary" shall mean a mortgagee under a mortgage as well as a beneficiary under a deed of trust. 1.3 Declaration. The term "Declaration" shall mean this Declaration of Use Restrictions, as it may from time to time be amended or supplemented. (JBSL 127401/013961MMG163764.5) 1.4 Deed of Trust. The term "deed of trust" shall mean a mortgage as well as a deed of trust. 1.5 Designated Hotel Operations. Hotel or Motel operations conducted under the name and in accordance with standards identical to those observed in connection with those hotels/motels operating under the name "Candlewood Suites", "Hilton Gardens" or "Doubletree Club" as of the Recordation Date, or other comparable place of establishment approved by the Owner of the Middle Parcel. 1.6 East Parcel. Collectively, Lots 6, 7, 8 and 9. 1.7 Hotel. The term "Hotel" has the commonly understood meaning of such term. 1.8 Interim Period. The period commencing on the Recordation Date and expiring on May 1, 2000. 1.9 Lot. The term "Lot" shall mean any one of the areas of the Subject Property depicted as Lots 4 through 9 on the Short Plat. In the event the Short Plat is amended to the effect that any of such Lots are combined, the term "Lot" shall mean the area so combined. 1.10 Middle Parcel. Collectively, Lots 4 and 5. '-� 1.11 Middle Parcel Development Period. The period of time commencing on the Recordation Date and expiring on the earlier of (i) the five (5) year anniversary of the Recordation Date or (ii) the date a certificate of occupancy is issued with respect to the improvements constructed and installed on the Middle Parcel. 1.12 Mortgage. The term"mortgage" shall mean a deed of trust as well as a mortgage. Cr) 1.13 Mortgagee. The term "mortgagee" shall mean a beneficiary under, or holder of, a deed of trust as well as a mortgagee under a mortgage. 1.14 Motel. The term "Motel" has the commonly understood meaning of such term. 1.15 Occupant. The term "Occupant" shall mean a lessee or licensee of an Owner, or any other person or entity other than an Owner in lawful possession of a Lot with the permission of the Owner. 1.16 Owner. The term "Owner" shall mean and refer to any Person that is the record owner of fee simple title to any Lot, excluding any Person who holds such interest as security for the payment of an obligation, but including contract sellers and any mortgagee or other security holder in actual possession of a Lot. 1.17 Parcel. The term "Parcel" means each of the Middle Parcel and East Parcel. 1.18 Person. Any individual, partnership (general or limited), corporation, trust, limited liability company or other entity. 1.19 Project. The term "Project" shall be synonymous with the term"subject property" and shall mean the real property described on Exhibit A annexed hereto, or hereafter made subject to this Declaration. (JBSL 1 r27401/01396/MMC116]764,5) 2 1.20 Record-Recorded-Recordation. The terms"record,""recorded,"or"recordation" shall mean, with respect to any document, the recordation of said document in the Office of the Division of Records and Elections of King County, Washington. 1.21 Recordation Date. The date of recordation of this Declaration. 1.22 Short Plat. The term "Short Plat" means the segregation approved by the City of Renton,Washington as Short Plat No. 97-032 and recorded in Volume //5 of Surveys, pages 21v3 , records of King County, Washington, and recorded under King County Recording No. 9l 9D7o99Oo& 1.23 Subject Property. The term"subject property"shall be synonymous with the term "Project". 1.24 Term. The period commencing on the Recordation Date and expiring on the thirtieth (30th) anniversary of the Recordation Date. ARTICLE 2 Regulation of Operations and Uses t0 2.1 Permitted Uses of East Parcel. 2.1.1 During the Middle Parcel Development Period, no Lot comprising a part of the East Parcel shall be used for any purpose other than Designated Hotel Operations. This covenant may be specifically enforced pursuant to Section 3.4 of this Declaration. 2.1.2 If, during any portion of the Term subsequent to the Middle Parcel Ci Development Period, any Lot comprising a part of the East Parcel is not used for the purpose of operating a Hotel or Motel, then the covenants and restrictions set forth in Sections 2.2.1, 2.2.2, 2.3.1 and 2.3.2 shall automatically expire and be of no further force or effect. 2.2 Prohibited Uses of Middle Parcel. 2.2.1 During the Interim Period, no Lot comprising a part of the Middle Parcel shall be used for the operation of a Hotel or Motel. _ 2.2.2 During the Term, no Lot comprising a part of the Middle Parcel shall be used for the operation of a Hotel or Motel by Extended Stay of America or any Affiliate thereof as of the Recordation Date. 2.2.3 The covenants and restrictions set forth in Sections 2.2.1 and 2.2.2 of this Section 2.2 shall automatically expire and be of no further force or effect unless both (i) construction of a Hotel or Motel on the East Parcel is commenced not later than six (6) months following the Recordation Date and (ii) a Hotel or Motel satisfying the definition of Designated Hotel Operations is open for business on the East Parcel not later than September 30, 1998. 2.2.4 The covenants and restrictions set forth in Sections 2.2.1 and 2.2.2 of this Section 2.2 shall be inapplicable to the use of a portion of the Middle Parcel for parking of automobiles ancillary to the operation of a Hotel or Motel on the East Parcel pursuant to that certain Reciprocal Easement and Parking Agreement entered into between Lind and Studio. (JBSL127401/01396/MMG163764,5) 3 ARTICLE 3 General Provisions 3.1 Covenants Run With the Land. All covenants, conditions, restrictions, and agreements herein contained are made for the direct, mutual, and reciprocal benefit of each and every Lot of the subject property; shall create mutual equitable servitudes upon each Lot in favor of every other Lot; shall create reciprocal rights and obligations between respective Owners and Occupants of all Lots and privity of contract and estate between all grantees of said Lots, their heirs, successors, and assigns; and shall, as to the Owner and Occupant of each Lot, his heirs, successors, and assigns, operate as covenants running with the land, for the benefit of all other Lots, except as provided otherwise herein. 3.2 Successors and Assigns. This Declaration and the Restrictions created hereby shall inure to the benefit of and be binding upon the Owner of each Parcel and their successors and assigns; provided, however, that if any present or future Owner of any Parcel sells or assigns any portion or all of its interest in such Parcel, such Owner shall thereupon be released and discharged from any and all obligations as Owner in connection with the property or leasehold interest sold or assigned by it arising under this Declaration after the sale and conveyance of title. 3.3 Duration. Except as otherwise provided herein, the term of this Declaration shall commence on the Recordation Date and shall terminate on last day of the Term. 3.4 Injunctive Relief. In the event of any violation or threatened violation by any c0 ;n Owner or Occupant of any portion of the Project of any of the terms, covenants and conditions of this Declaration, any or ail of the Owners of the Parcels included within the Project shall have the right to Cr) enjoin such violation or threatened violation in a court of competent jurisdiction. The right of injunction shall be in addition to all other remedies set forth in this Declaration and all remedies available under O statute, law and equity. cr) 3.5 Modification. This Declaration may not be modified in any respect whatsoever or rescinded, in whole or in part, except with the consent of the Owners of all Lots comprising the Subject Property, and then only by written instrument duly executed and acknowledged by all of the required Owners and duly recorded in the office of the Department of Records and Elections of King County, Washington, or its successor. No modification or rescission of this Declaration shall affect the rights of any Mortgagee or Beneficiary unless the lienholder consents in writing to the modification or rescission. 3.6 Not a Public Dedication. Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Project to the general public or for the general public or for any public purpose whatsoever, it being the intention of the parties that this Declaration shall be strictly limited to and for the purposes herein expressed. 3.7 Breach Shall Not Permit Termination. It is expressly agreed that no breach of the Declaration shall entitle any Owner to cancel, rescind or otherwise to terminate this Declaration, but such limitation shall not affect in any manner any other rights or remedies which such Owner may have hereunder by reason of any breach of this Declaration. 3.8 Notices. All notices to be given pursuant to this Declaration shall be in writing and must be given by United States certified or registered mail, postage prepaid, properly addressed to the Owner of each Lot by name and addresses shown on the then current real property tax rolls in King County, Washington. (JBSL1127401/013961MMG163764.5) 4 3.9 Attorneys' Fees. In any legal or equitable proceeding for the enforcement of this Declaration or any provision hereof, whether it be an action for damages, declaratory relief, or injunctive relief, or any other action, the nonsubstantially prevailing party or parties shall pay the attorneys' fees of the substantially prevailing party or parties, in such reasonable amount as shall be fixed by the court in such proceedings or in a separate action brought for that purpose. The substantially prevailing party shall be entitled to said attorneys' fees even though said proceeding is settled prior to judgment. All remedies provided herein or at law or in equity shall be cumulative and not exclusive. 3.10 Constructive Notice and Acceptance. Every Person who now or hereafter owns, occupies, or acquires any right, title, or interest in or to any portion of the Subject Property is and shall be conclusively deemed to have consented and agreed to every covenant, condition, and restriction contained herein, whether or not any reference to this Declaration is contained in the instrument by which such Person acquired an interest in the Subject Property. 3.11 Rights of Mortgagees. No breach of any covenant,condition, or restriction herein contained, or any enforcement thereof, shall defeat or render invalid the lien of any mortgage or deed of trust now or hereafter executed upon the Subject Property or a portion thereof; provided, however, that if any portion of said property is sold under a foreclosure of any mortgage or under the provisions of any deed of trust, any purchaser at such sale and its successors and assigns shall hold any and all property so purchased subject to all of the covenants, conditions, and restrictions contained in this Declaration. C,^ 3.12 Captions. The captions of articles and sections herein are used for convenience only and are not intended to be a part of this Declaration or in any way to define, limit, or describe the Qj scope and intent of the particular article or section to which they refer. 3.13 Effect of Invalidation. If any provision of this Declaration is held to be invalid by any court, the invalidity of such provision shall not affect the validity of the remaining provisions hereof. IN WITNESS WHEREOF, the parties hereto have caused this Declaration executed as of the day and year first above written. LIND: SW 19TH LIND L.L.C., a Washington limited liabili company By: 17 Its: r t,��-"/ A rz,t— STUDIO: RENTON STUDIO HOTEL COMPANY, LLC, a California limited liability company By: Its: (J BS L 1/2 7 40 1/0 1 396/M MC/163764.5) 5 GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company By: Its: STATE OF WASHINGTON CZ ) ss. COUNTY OF KING O I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. On this 3rd day of July, 1997, before me personally appeared Jeffrey A. Roush, to me known to be the Manager of SW 19TH LIND L.L.C., a Washington limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and o is s I h affi t day and year first above written. (NCOn` h Notary Public in and for the State of Washington, residing at Woodinville A M commission expires: 8-22-2000 U:_ y �,,414,e, 0 Michael McCormack 5 '� % • V s PC [Type or Print Notary Name] i ll MIA (Use This Space for Yocusal Seal Scunp) (J BSL 127401/01396/MMG163764.5) 6 3.9 Attorneys' Fees. In any legal or equitable proceeding for the enforcement of this Declaration or any provision hereof, whether it be an action for damages, declaratory relief, or injunctive relief, or any other action, the nonsubstantially prevailing party or parties shall pay the attorneys' fees of the substantially prevailing party or parties, in such reasonable amount as shall be fixed by the court in such proceedings or in a separate action brought for that purpose. The substantially prevailing party shall be entitled to said attorneys' fees even though said proceeding is settled prior to judgment. All remedies provided herein or at law or in equity shall be cumulative and not exclusive. 3.10 Constructive Notice and Acceptance. Every Person who now or hereafter owns, occupies, or acquires any right, title, or interest in or to any portion of the Subject Property is and shall be conclusively deemed to have consented and agreed to every covenant, condition, and restriction contained herein, whether or not any reference to this Declaration is contained in the instrument by which such Person acquired an interest in the Subject Property. 3.11 Rights of Mortgagees. No breach of any covenant,condition, or restriction herein contained, or any enforcement thereof, shall defeat or render invalid the lien of any mortgage or deed of trust now or hereafter executed upon the Subject Property or a portion thereof; provided, however, that if any portion of said property is sold under a foreclosure of any mortgage or under the provisions of any deed of trust, any purchaser at such sale and its successors and assigns shall hold any and all property so purchased subject to all of the covenants, conditions, and restrictions contained in this Declaration. 3.12 Captions. The captions of articles and sections herein are used for convenience only and are not intended to be a part of this Declaration or in any way to define, limit, or describe the scope and intent of the particular article or section to which they refer. C 3.13 Effect of Invalidation. If any provision of this Declaration is held to be invalid by any court, the invalidity of such provision shall not affect the validity of the remaining provisions hereof. IN WITNESS WHEREOF, the parties hereto have caused this Declaration executed as of the day and year first above written. LIND: SW 19TH LIND L.L.C., a Washington limited liability company By: Its: STUDIO: RENTON STUDIO HOTEL COMPANY, LLC, a California limited liability company By: � —Its: (J BSL 1 f2 7401/0 1 3 96/M MG 163764.5) 5 GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company By: � t /C-)r"-PjL Its: TILCIAi'eL-ro 711(- 1A-t-16-fi STATE OF WASHINGTON ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that the person appearing before me O and making this acknowledgment is the person whose true signature appears on this document. On this day of July, 1997, before me personally appeared , to me known to be the Manager of SW 19TH LIND L.L.C., a Washington limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State • of Washington, residing at My commission expires: [Type or Print Notary Name] (Use This Space foe Nourul Seal Sump) (J8SL127401/01396/MMC/163764.5) 6 STATE OF GA61Gf2N v+-- LUdSk(^� ) ss. COUNTY OF IGb I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. On this 1 day of July, 1997, personally appeared {CAR - K. 446(4NQ , to me known to be the Manager of RENTON STUDIO HOTEL COMPANY, LLC, a California limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and offici al hereto affixed day and year first above written. r Not Public in and for the State V�= 10) �, of �`f life-siding at N�?�RY My commission expires: /qt.. 7 = 'AT /Al WEI PUEL�G O f [Type or Print Notary Name) , It" WA- C (Use This Space forN'oarial Seal Stamp) (J8SL127401/013961MMG163764.5) 7 STATE OF CALW-1-QL NIA wa5++''-�tiS+�►�- ) ss. COUNTY OF 4 *."C4 I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. F4. On this 1 — day of July, 1997, personally appeared K4eL k, 1-1,0►46tt,0 l7 , to me known to be the Manager of RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and icial seal hereto affixed the day and year first above written. :.(NRIN � Notary Public in and or the tate VPlosvo. F/J;�� of K' residing at LIDS• s NOTAR My Comm sion expires: CAI.14►2/N (A.) I S 0 o, ;� F�,`. c. [Type or Print Notary Name] C1 ��' - . • • `` • r- (Use This Space for Notarial Seal Sump) (JB SL l/27401/01396/M MG 163764.5) 8 EXHIBIT A DESCRIPTION OF PROJECT Lots 4 through 9 of City of Renton Short Plat No. 97-032 and recorded in Volume /L. of Surveys, pages Z -3 , records of King County, Washington, and recorded under King County Recording No. 0 (JBSL1/27401/0 1396/MMG 163764.5) 9 tr�GHq ' CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES ifjoz� July 10, 1998 HG ENG\NV� Le` ` Gli : l.'a' t - Peter Rosen . 3 City Of Renton ,L\ ' Development Services Division *., 1055 Grady Way South 1" v Renton, WA 98055 RE: Submittal of Site Plan Approval and Environmental Checklist Application Package for Marriott Towneplace Suites Project Our Job No. 6829 Dear Peter, Enclosed is our application package for Site Plan Approval and Environmental Checklist review for the Marriott Towneplace Suites project located at the northeast corner of Lind Avenue Southwest and Southwest 19th Street on the north half of Lots four and five. The following items are enclosed per the City of Renton checklist: 1. Master Application - 11 copies 2. Environmental Checklist- 12 copies (including original) 3. Title Report- 3 copies 4. Mailing Labels for owners within 300-foot radius -2 sets 5. List of current property owners - 2 each 6. Lind Corporate Park Declaration of Use Restrictions -4 copies 7. Site Plan Review Fee and Environmental Checklist Fee to total $2,500 (plus miscellaneous postage fees) 8. Pre-application meeting summary -5 copies 9. Project Narrative - 12 copies 10. Construction Mitigation Description -5 copies 11. Neighborhood Detail Map - 11 copies 12. Site Plan - 12 copies 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX Peter Rosen City of Renton -2- July 10, 1998 13. Architectural Elevations - 12 copies 14. Civil Engineering Plans to include preliminary grading, storm drainage and utilities - 12 sets 15. Technical Information Report-4 copies 16. Level One Drainage Analysis -4 copies 17. Geotech Report -5 copies 18. Flood Plain Map - 12 copies 19. Wetland Report- 3 copies 20. Landscape Plan-5 copies 21. Floor Plans -5 copies 22. Traffic Study - 3 copies 23. Plan Reductions to 8-1/2 x 11 -2 sets 24. Neighborhood Detail Map reduced to 4" x 6" -2 each 25. Colored Display Maps; Neighborhood Detail, Site Plan, Landscape Plan and Elevations Thank you for your attention to our submittal and please contact either myself or Brian Smith of this office if you have any questions or need any additional information at this time. Sincerely, Lsy yer Executive A sistant BSD/bd [6829c.001] cc: Andrew Layton, Marriott International, Inc (w/enc) Brad Urie, Marriott International, Inc. (w/enc) Mel Easter, Johnson Braund Design Group (w/enc) Brian Smith, Barghausen Consulting Engineers Daniel K. Balmelli, Barghausen Consulting Engineers 162259 CITY OF REN T ON usLL U.S. BANK OF WASHINGTON 19-10/21 AP RENTON BRANCH 1250 PAY $1,000 DOLLARS AND ZERO CENTS DATE 08/14/98 AMOUNT ******1,000.00 VOID AFTER 6 MONTHS To THE ORDER OF MARRIOTT INTERNATL INC 601 UNION ST #5300 V G''" SEATTLE, WA 98101 v U• L622590 1: L25000LO5I: 0 2 L 7 '05584711' VENDOR NO VENDOR NAME CHECK DATE CHECK AMOUNT CHECK NO 500663 I MARRIOTT INTERNATL INC 108/14/98 I 1,000.00 I 0162259 INVOICE AMOUNT INVOICE AMOUNT REF/SITE PLA 1,000.00 CITY OF RENTON • 200 MILL AVE S. • RENTON, WASHINGTON 98055 • PHONE(206) 235-2617 • FAX (206) 235-2513 0P3111S 2;93 City of Renton Finance Departs t Request for CIa ; or Treasurer's Check uJ/q 'Ii Date of Request .1- _ q g Date Required Requesting Department Divist‘t Authorized Signature z REASON FOR CHECK 7 Deposit Refund Name Macrr�rl�- / [L Amoun I 600 OD - l � Finance Receipt No 6g80/71-X)Z Receipt Date 110_,9g Other Wrtjly/ Describe Circumstances Requiring Issuance of Check: U>u9,1/ , r <uac Ccrl Gh��v'11�L �1�2 l�cn RP.vI 1 hum 6ee/7 & ij ti ivietoe see, CHECK PREPARATION INSTRUCTIONS Amount $ 000, CO Charge to Account(s) 0/05, 6/, Lam, O /7 Payable To Fkirt--i011 1 yittaj el 44c, Address &Di (//i/(J)Y) s C-f / `6-3C° e_J &)/A q/ol 0 Mail Check to Payee XReturn to Dept: A---en Soc Sec or IRS ID No 0 Other: 4Is‘) nay eayy czi CHECK AUTHORIZATION - Finance Department Use Only Approved Date 0 Claims 0 Treasurer's Check No: CTY006/7/89 **************************************************************** City of Renton WA Reprinted: 07/27/98 11 : 13 Receipt **************************************************************** Receipt Number: R9804531 Amount : -1, 000 . 00 07/27/98 11 : 12 Payment Method: REFUND Notation: WRONG FEE CHARGE Init : LN Project # : LUA98- 111 Type: LUA Land Use Actions Parcel No: 334040-3325 Site Address : 300 SW 19TH ST Total Fees : 1, 501 .28 This Payment -1, 000 . 00 Total ALL Pmts : 1, 501 .28 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0017 Site Plan Approval - 1, 000 . 00 **************************************************************** City of Renton WA Reprinted: 07/27/98 10 :25 Receipt **************************************************************** Receipt Number: R9804202 Amount : 2 , 500 . 00 07/10/98 15 : 10 Payment Method: CHECK Notation: #27400378 MARRIO Init : LN Project # : LUA98-111 Type: LUA Land Use Actions Parcel No: 334040-3325 Site Address : 300 SW 19TH ST Total Fees : 2 , 501 .28 This Payment 2 , 500 . 00 Total ALL Pmts : 2 , 501 .28 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 . 345 . 81 . 00 . 0017 Site Plan Approval 2 , 000 . 00 GEOTECHNICAL ENGINEERING REPORT RENTON TOWNEPLACE SUITES HOTEL S.W. 19TH STREET RENTON, WASHINGTON LuA • 98-111 ,51A- N, E(. (4) Submitted to: Marriott International Design & Construction Services 3130 S. Harbor Boulevard, Suite 350 Santa Ana, California 92704 Submitted by: AGRA Earth & Environmental, Inc. 11335 N.E. 122"d Way, Suite 100 Kirkland, Washington 98034-6918 ` ;:f.� �J JVL 10 July 1998 8-91 M-12315-0 AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS AG RA Earth & Environmental AGRA Earth& ENGINEERING GLOBAL SOLUTIONS Environmental,Inc. 11335 NE 122nd Way Suite 100 Kirkland,Washington USA 98034-6918 10 July 1998 Tel (425)820-4669 8-91 M-12315-0 Fax (425)821-3914 Marriott International Design & Construction Services 3130 S. Harbor Boulevard, Suite 350 Santa Ana, California 92704 Attention: Mr. Brad Urie Subject: Geotechnical Engineering Report Renton Towneplace Suites Hotel S.W. 19t Street Renton, Washington Dear Brad: AGRA Earth & Environmental, Inc. (AEE) is pleased to submit this report describing our geotechnical engineering evaluation for the above-referenced project. The purpose of our evaluation was to derive design conclusions and recommendations concerning site preparation, foundations,floors, retaining walls, pavement sections,drainage systems,structural fill,and reuse of on-site soils. As outlined in our proposal letter dated 10 June 1998, our scope of work comprised a field exploration, laboratory testing, geotechnical research, geotechnical analyses, and report preparation.We received your verbal authorization for our evaluation on 4 June 1998. This report has been prepared for the exclusive use of Marriott International and their consultants, for specific application to this project,in accordance with generally accepted geotechnical engineering practice. We appreciate the opportunity to be of service on this project and would be happy to answer any questions you may have. Sincerely, James M. Brisbine, P. . Associate Distribution: Marriott International (12) Attn: Mr. Brad Urie S:\WORDPROC\98\Kirkland\12000s112315\Renton Towneplace report.wpd TABLE OF CONTENTS 8-91 M-12315-0 Page 1.0 SUMMARY 1 2.0 SITE AND PROJECT DESCRIPTION 2 3.0 EXPLORATORY METHODS 2 4.0 SITE CONDITIONS 4 4.1 Surface Conditions 4 4.2 Soil Conditions 4 4.3 Groundwater Conditions 5 4.4 Corrosivity Conditions 6 4.5 Seismic Conditions 6 5.0 LIQUEFACTION ANALYSIS 6 6.0 CONCLUSIONS AND RECOMMENDATIONS 7 6.1 Site Preparation 9 6.2 Site Excavations 11 6.3 Preloading and Surcharging 11 6.4 Pile Foundations 12 6.5 Spread Footings 15 6.6 Slab-on-Grade Floors 17 6.7 Backfilled Walls 18 6.8 Drainage Systems 20 6.9 Asphaltic Pavements 20 6.10 Structural Fill 22 7.0 RECOMMENDED ADDITIONAL SERVICES 24 8.0 CLOSURE 25 Figure 1 — Location Map Figure 2 — Site & Exploration Plan Appendix A — Field Exploration Procedures and Logs Appendix B — Laboratory Testing Procedures and Results Appendix C — Analytical Testing Report S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd GEOTECHNICAL ENGINEERING REPORT 8-91 M-12315-0 RENTON TOWNEPLACE SUITES HOTEL S.W. 19T" STREET RENTON, WASHINGTON 1.0 SUMMARY The following summary of project geotechnical considerations is presented for introductory purposes and, as such, should be used only in conjunction with the full text of this report. • Project Description: Development plans call for constructing a hotel facility comprising two four-story, at-grade buildings, surrounding parking lots, and a swimming pool. • Exploratory Methods: We explored subsurface conditions by means of five borings and one probing advanced at strategic locations across the project site, to depths ranging from about 61/4 to 51'/2 feet below existing grades. • Soil Conditions: Soils underlying the site generally consist of up to 18 feet of loose to dense, silty, gravelly sands and sandy silts (fill) over 5 to 111/4 feet of peat and organic silts over dense to very dense native sands. • Groundwater Conditions: Our explorations disclosed groundwater at depths ranging from about 20 to 21 feet below existing grades. Actual groundwater depths are likely on the order of 7 to 8 feet. • Liquefaction Analysis: Our analysis indicates that the subsurface soils have a low to negligible to low risk of liquefaction during a strong earthquake. • Foundations: In our opinion, the presence of peat, organic silt, and loose native soils below the site will necessitate deep foundations to support both buildings. We recommend the use of augercast piles extending 40 to 55 feet below existing grade. • Retaining Walls: We anticipate that low retaining walls might be used at the service entrance (for a loading dock) or at the site margins (for grade changes). Backfilled cantilever concrete walls would be suitable for these purposes. • Cathodic Protection: Analytical testing of selected soil samples revealed pH values ranging from 7.2 to 7.5, a low to moderate sulfate content, and a low to moderate salinity. These results indicate that the near-surface soils have a low corrosivity. However, some soil treatment would be needed to adjust the pH to meet Marriott standards. • On-Site Soil Considerations: Because the on-site soils are moisture-sensitive and would be readily disturbed when wet, the contractor should install appropriate S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91 M-12315-0 10 July 1998 Page 2 temporary drainage systems at the construction site and should minimize traffic over exposed subgrades. Ideally, earthwork would be scheduled for the summer and fall months, when drier weather will maximize the potential for reusing on-site soils and when groundwater levels will likely be at their seasonal low. 2.0 SITE AND PROJECT DESCRIPTION The project site is a vacant lot located on S.W. 19th Street, in Renton, Washington, as shown on the enclosed Location Map (Figure 1). This lot consists of a rectangular parcel that measures about 340 by 290 feet overall and encompasses approximately 2.35 acres. Site boundaries are generally delineated by commercial properties on the north, east, and west, and by undeveloped property on the south. The enclosed Site & Exploration Plan (Figure 2) illustrates these site boundaries and adjacent existing features. Development plans call for constructing a new hotel facility at the project site. According to layout drawings supplied by Marriott, this facility will comprise a four-story, 64-unit hotel building positioned on the northern side of the site; a four-story, 71-unit hotel building positioned on the southern side, and parking lots located west of, east of, and between these buildings. Although no structural details have been developed,we anticipate that the buildings will be constructed with some combination of wood framing, steel framing, and/or masonry. We also anticipate that the building walls and columns will impose moderate foundation loads. A swimming pool will be included on the northern side of the southern building. As a companion project to this proposed development, a Marriott Fairfield Suites hotel facility will be constructed on the undeveloped property to the south. The conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from layout drawings, written information, and verbal information supplied to us. Consequently, if any changes are made in the currently proposed project, we may need to modify our conclusions and recommendations contained herein to reflect those changes. 3.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site during June 1998. Our exploration and testing program comprised the following elements: • A visual surface reconnaissance of the site; • Five borings (designated B-1 through B-5)with Standard Penetration Tests (SPT), advanced at strategic locations across the site; • One probing (designated P-1)with Cone Penetration Tests(CPT)and a Dissipation Test, advanced at a strategic location on site; S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91M-12315-0 10 July 1998 Page 3 • Two grain size analyses, performed on selected near-surface soil samples obtained from strategic locations beneath the site; • Two corrosivity/horticultural tests, performed by an independent analytical laboratory on selected near-surface soil samples obtained from beneath the proposed building and parking areas; • A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate functional locations, surface elevations, and termination depths of all pertinent subsurface explorations, and Figure 2 depicts their approximate relative locations. Appendix A of this report describes our field exploration procedures, and Appendix B describes our laboratory testing procedures. Appendix C describes the specific types of corrosivity/horticultural tests performed by others. The specific number, locations, and depths of our explorations were selected in relation to the existing and proposed site features, under the constraints of surface access, underground utility conflicts, and budget considerations. We estimated the relative location of each exploration by measuring from existing features and scaling these measurements onto a layout plan supplied to us, but no topographic information was available at the time of our study. Consequently, the data listed in Table 1 and the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. TABLE 1 APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS Exploration Functional Location Surface Termination Elevation Depth (feet) (feet) P-1 Swimming Pool 22'/2 26 B-1 Western end of northern hotel building 30 51% B-2 Eastern end of northern hotel building 27 49 B-3 Western end of southern hotel building 22% 51%2 B-4 Eastern end of southern hotel building 22'% 44 B-5 Center of western parking lot 24 6'% Elevation datum: S.W. 19th Street sidewalk assumed to be 25 feet. It should be realized that the explorations performed and utilized for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have S.\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91M-12315-0 10 July 1998 Page 4 begun. If significant variations are observed at that time, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. 4.0 SITE CONDITIONS The following sections of text present our observations, measurements, findings, and interpretations regarding surface, soil, groundwater, corrosivity, and seismic conditions at the project site. 4.1 Surface Conditions The project site is located in a flat, low-lying region near the Green River. The surrounding regions are characterized by rolling uplands and foothills rising 300 to 500 feet above the lowlands. According to the pertinent U.S.G.S.topographic map,surface elevations in this lowland area range from about 30 to 40 feet. Regional native vegetation includes wetland grasses and scattered trees. Local surface grades across the project site are somewhat irregular and hummocky. This topographic relief indicates that up to 5 or 10 feet of fill has been placed on the site above adjacent grades. Existing surface vegetation is limited to low grasses. We observed numerous water puddles across the southwestern part of the site during our fieldwork. 4.2 Soil Conditions According to published geologic maps, soil conditions in the site vicinity are characterized by lacustrine and alluvial sediments overlying glacial deposits. Our on-site explorations, as well as on-site explorations performed by other firms, revealed somewhat variable near-surface and deep soil conditions but confirmed the mapped stratigraphy. Specifically, we observed up to 18 feet of surficial, loose to dense fill soils consisting of gravelly, silty sands and sandy silts with scattered construction debris(including concrete rubble)and organics. This fill extends above and below the overall site grades; apparently, it was used to backfill a topographic depression at the site. The fill layer mantles about 6 to 111/2 feet of soft to medium-stiff, organic silt and peat, which overlies interlayered loose to medium-dense, silty sands with gravel lenses. At depths of approximately 31 to 45 feet, our borings revealed dense sand extending to their termination depths. Some of the explorations advanced by others penetrated dense gravel, typically at depths of about 30 feet. The enclosed exploration logs provide a detailed description of the soil strata encountered in our subsurface explorations. Table 2 summarizes the approximate thicknesses and depths of selected near-surface soil layers. S:\WORDPROC\981Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design & Construction Services 8-91M-12315-0 10 July 1998 Page 5 TABLE 2 APPROXIMATE THICKNESSES AND DEPTHS OF SOIL LAYERS ENCOUNTERED IN EXPLORATIONS Exploration Thickness of Thickness of Thickness of Depth of Fill Soils Peat and Loose to Dense to Very (feet) Organic Silt Medium- Dense Sand (feet) Dense Sand (feet) (feet) P-1 13 6'/2 61/2+ N/E B-1 18 5 17 40 B-2 13'/2 61/2 20 40 B-3 13 5 27 45 B-4 9'/2 11%2 10 31 B-5 61/2+ N/E N/E N/E N/E = not encountered within depth of exploration Our geotechnical laboratory tests revealed that the surficial soils have a fines (silt and clay)content of about 18 to 21 percent and a moisture content of 13 to 15 percent. We interpret these soils to be currently above their optimum moisture contents, and to be moderately sensitive or highly sensitive to moisture content variations. The enclosed laboratory testing sheets graphically present our test results, and Table 3 summarizes these results. TABLE 3 LABORATORY TEST RESULTS FOR NON-ORGANIC ON-SITE SOILS Soil Source Depth Moisture Gravel Sand Silt/Clay (feet) Content Content Content Content (percent) (percent) (percent) (percent) B-2/S-2 71A 15 36 46 18 8-5/S-1 21/2 13 40 39 21 4.3 Groundwater Conditions At the time of drilling and probing (June 1998), our deep borings encountered groundwater at depths ranging from 20 to 21 feet below existing grades,and our probing encountered groundwater at a depth of about 71/2 feet. A piezometer installed at the site by others revealed a post-drilling groundwater depth of 8 feet. We interpret the highest occurrences of groundwater (71/2 to 8 feet) to approximately reflect the regional groundwater table. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91 M-12315-0 10 July 1998 Page 6 Because our explorations were performed during an extended period of alternately wet and dry weather, these observed groundwater conditions may closely represent the yearly average levels; somewhat higher levels probably occur during the winter and early spring months, whereas somewhat lower levels probably occur during the summer and fall months. Throughout the year, groundwater levels would likely fluctuate by several feet in response to changing precipitation patterns, off-site construction activities, and site utilization. 4.4 Corrosivity Conditions Corrosivity tests performed by an independent laboratory disclosed that the near-surface silty and sandy soils possess a moderate to high pH (7.2 to 7.5), a low to moderate salinity, and a low to moderate sulfate content. These measured pH values generally lie within the range corresponding to non-corrosive soils, as prescribed by several governmental agencies (WSDOT, AWWA, and Bureau of Reclamation). However, the pH values lie above the desired range prescribed by Marriott International (5.5 to 6.0). The analytical laboratory's testing results are enclosed with this report, and Table 4 summarizes these test results. TABLE 4 CORROSIVITY TEST RESULTS FOR ON-SITE SOILS Soil Source Sample pH Cation Sulfate Salinity Depth Content Content (ds/m) (feet) (meq/kg) (meq/l) B-3/G-1 2 7.2 56 5.0 0.8 B-4/G-1 51/2 7.5 87 20.6 2.0 4.5 Seismic Conditions Based on our analysis of subsurface explorations and our review of published geologic maps, we interpret the on-site soil conditions to correspond to seismic soil profile types S-3 and S-D, as defined by Table 16-J of the 1994 and 1997 Uniform Building Code, respectively. Current (1996) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that a peak bedrock site acceleration coefficient of about 0.30 is appropriate for an earthquake having a 10-percent probability of exceedance in 50 years (corresponding to a return interval of 475 years). According to Figure 16-2 of the 1994 and 1997 Uniform Building Code, the site lies within seismic risk zone 3. 5.0 LIQUEFACTION ANALYSIS Liquefaction is a sudden increase in porewater pressure and a sudden loss of soil shear strength caused by shear strains, as could result from an earthquake. Research has shown that saturated, loose sands with a silt content less than about 25 percent are most susceptible to liquefaction. Although other soil types are generally considered to have a low susceptibility, liquefaction may still occur. Our on-site subsurface explorations did not reveal saturated (or potentially saturated), S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design & Construction Services 8-91M-12315-0 10 July 1998 Page 7 loose, silty sand layers or lenses, but they did reveal saturated medium-dense sands at depths of 20 feet or more. To evaluate the possibility that the on-site native sands could liquefy during a seismic event, we performed a liquefaction analysis based on these site conditions. For purposes of evaluating liquefaction potential, we used two model earthquakes to simulate differing seismic conditions. The first model represents a moderate earthquake with a statistical recurrence interval, or return period, of 100 years; the second model represents a strong earthquake with a return period of 475 years. According to published seismic maps, these return periods roughly correspond with the following magnitudes and peak ground surface accelerations: Return Period Magnitude Peak Acceleration 100 years 6.5 0.15 g 475 years 7.5 0.30 g Using these parameters, we applied an analysis method developed by Seed and others (1983) to determine the factor of safety against liquefaction for the loose, silty sand layers underlying the site vicinity. Our analyses subsequently revealed that these sands have a safety factor against liquefaction greater than about 1.5 fora 100-year earthquake and ranging from about 1.06 to 2.31 for a 475-year earthquake. A safety factor less than 1.0 indicates a high potential for liquefaction, whereas a safety factor greater than 1.5 is generally considered to indicate a low potential; safety factors between 1.0 and 1.5 roughly correspond to a moderate potential. Consequently, the subsurface soils appear to have a very low potential for liquefaction during a 100-year earthquake and a low to moderate potential for liquefaction during a 475-year earthquake. After calculating the safety factors, we qualitatively evaluated the risk of on-site surface damage resulting from liquefaction of the upper native sands. Surface damage could include subsidence, fissuring, or heaving of the ground surface, thereby causing settling, cracking, or tilting of buildings and other structures. Generally, surface damage decreases as the thickness of non-liquefiable overburden soil increases,due to energy attenuation within the overburden soil. At the project site, we interpret this non-liquefiable overburden thickness to average about 10 feet and we interpret discrete liquefiable layer thicknesses on the order of 5 to 10 feet. Comparing these conditions with empirical charts developed by Ishihara (1985), the site appears to have a negligible risk of ground rupture and settlement due to liquefaction of the loose sand layers. 6.0 CONCLUSIONS AND RECOMMENDATIONS Development plans call for constructing a hotel facility with two three-story building and associated features. We offer the following general geotechnical conclusions and recommendations concerning this project. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91M-12315-0 10 July 1998 Page 8 • Feasibility: Based on our field explorations, research, and analyses, the proposed hotel development appears feasible from a geotechnical standpoint, contingent on proper foundation design and subgrade preparation. • Hotel Foundation Options: On our opinion, shallow spread footings are not well-suited for supporting the proposed hotel structures, due to the presence of a 5- to 111A-foot-thick peat and organic silt deposit underlying the existing fill soils. Instead, we recommend that piles be used to support both buildings. • Ancillary Foundation Options: Ancillary buildings, decks, gazebos, and other lightweight or settlement-tolerant structures can bear on low-pressure, shallow spread footings if the subgrades are properly prepared. • Floor Options: The site is currently not amenable to the use of soil-supported slab- on-grade floors, due to the presence of compressible soils. To minimize or eliminate floor settlements,we recommend using structurally-supported floors,such as post-tensioned concrete slabs, reinforced concrete slabs, or joist-supported decks. A more cost-effective alternative, however, would be to preload the floor footprints with a low surcharge embankment. Adequate preloading has likely been accomplished in the area covered by the existing fill embankment. Although preloading the floor would not minimize settlements to the degree gained by pile support, we estimate that settlements would be reduced to an acceptable magnitude. • Liquefaction Considerations: Our liquefaction analysis indicated that the risk of soil liquefaction during a severe earthquake is fairly low to negligible and would not preclude the use of a shallow foundation. The use of a pile foundation, as recommended to minimize static settlements,would effectively eliminate this small liquefaction risk, in our opinion. • Retaining Wall Options: We anticipate that retaining walls might be needed for loading docks or on-site grade changes. In our opinion, conventional backfilled cast-in-place concrete walls will adequately support cuts or fills ranging up to about 10 feet high. All walls should be designed to withstand appropriate lateral earth pressures. Alternative wall types would likely be feasible for certain applications, and we could provide supplemental recommendations for specific cases. • Swimming Pools: In our opinion, a below-grade swimming pool can be installed at the site, as proposed. Because the weight of a full swimming pool will probably be less than the weight of the excavated soils,we estimate that any bearing loads will be entirely compensated. As such, long-term settlements would be negligible. S:\WORDPROC\98\Kirkland\120005\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91M-12315-0 10 July 1998 Page 9 • Seismic Considerations: Based on our literature review and subsurface interpretations,we recommend that the project structural engineer use the following seismic parameters for design of buildings,retaining walls,and other site structures: Design Parameter Value Acceleration Coefficient (USGS) 0.30 Risk Zone (UBC) 3 Soil Profile Type (1994 UBC) S-3 Soil Profile Type (1997 UBC) S-D • On-Site Soil Reuse: Our visual soil classifications and laboratory testing indicate that all of the on-site soils are moderately or highly moisture-sensitive and susceptible to disturbance when wet. In order to maximize the potential for reusing any portions of these on-site soils as structural fill, earthwork should be scheduled for periods of dry weather, such as usually occur during the summer and early fall months. • Subgrade Protection: Due to the moisture-sensitive nature of the on-site soils, the contractor should install appropriate temporary drainage systems to keep water out of the construction areas, and should minimize traffic over any subgrades prepared within these soils. • Cathodic Protection: Based on standards prescribed by several governmental agencies, the near-surface site soils appear to be non-corrosive. However, some soil treatment would be necessary to lower the soil pH to meet Marriott International standards. The analytical testing report included in Appendix C provides specific recommendations for such soil amendments. The following text sections of this report present our specific geotechnical conclusions and recommendations concerning site preparation, site excavations, preloading, pile foundations, spread footings, slab-on-grade floors, retaining walls,drainage systems, asphaltic pavements and structural fill. WSDOT Standard Specifications and Standard Plans cited herein refer to WSDOT publications M41-10, 1996 Standard Specifications for Road, Bridge, and Municipal Construction, and M21-01, Standard Plans for Road, Bridge, and Municipal Construction, respectively. 6_1 Site Preparation Preparation of the project site should involve temporary drainage,clearing,stripping,cutting,filling, corrosivity treatment, and subgrade compaction. The paragraphs below discuss our geotechnical comments and recommendations concerning site preparation. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91M-12315-0 10 July 1998 Page 10 Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near-surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods,final decisions regarding drainage systems are best made in the field at the time of construction. Nonetheless, we anticipate that curbs, berms, or ditches placed around the work areas will adequately intercept surface water runoff. Clearing and Stripping: After surface and near-surface water sources have been controlled, the construction areas should be cleared and stripped of all trees, bushes,sod,topsoil,debris,asphalt, and concrete. Our explorations indicate that significant thicknesses of debris-laden fill soils (up to 10 feet)mantle the site. These materials should be removed as needed to achieve design grades. Cutting and Filling: We expect that the grading plans might call for cutting as deep as 2 feet in the topographically high areas of the site, and filling as high as 2 feet in the low areas, to create level building pads and parking lot subgrades. Based on our explorations, we anticipate that the cuts will encounter gravelly,silty sands and sandy silts(fill). Our conclusions regarding reuse of the on- site soils are presented subsequently. Imported, clean, granular fill might be needed for filling during the wet season. Regardless of soil type, all fill should be placed and compacted according to our recommendations presented in the Structural Fill section of this report. Subgrade Compaction: Exposed subgrades for footings, floors, walkways, pavements, and other structures should be compacted to a firm, unyielding state. Any localized zones of soft or pumping soils observed within a subgrade should be overexcavated and replaced with structural fill. Any zones of loose, granular soils should be scarified and recompacted. On-Site Soils: Because only minor cuts are planned for the project, we expect that only small quantities of on-site soils will be generated during earthwork activities. Nonetheless, we offer the following evaluation of these on-site soils in relation to potential use as structural fill. • Upper Silty, Gravelly Sands and Sandy Silts: The silty, gravelly sands and sandy silts (fill soils) mantling the site appear marginally suitable for reuse as structural fill at their present moisture contents, provided that most of the construction debris can be segregated from the soil matrix. During the summer months, most of these soils will become favorable for reuse, whereas they will be difficult to reuse during the winter and spring, due to their moderately high silt contents. • Peat and Organic Soils: The peat and organic-rich silts underlying the site are not suitable for use as structural fill under any circumstances, due to their high organic content. Consequently, these materials can be used only for non-structural purposes, such as in landscaping areas. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design & Construction Services 8-91 M-12315-0 10 July 1998 Page 11 6.2 Site Excavations An excavation ranging up to about 8 or 10 feet deep will likely be required if a swimming pool is included,and shallower excavations will be needed for underground utilities. We offer the following comments and recommendations concerning site excavations. Soil Conditions: Based on our explorations, we anticipate that on-site excavations will encounter loose to dense, silty, gravelly sand to a depth of about 5 to 10 feet below overall grades, underlain by 5 to 111/2 feet of peat and organic silt, overlying medium-dense sands. These soils appear to be readily excavatable with conventional earthworking equipment, although large concrete rubble or other construction debris could be present within the fill deposit. Cut Slopes: All temporary excavation sidewalls should be adequately sloped back to minimize sloughing and erosion. For the various soil layers that will likely be encountered in the excavations, we tentatively recommend the following maximum cut slope angles: Maximum Soil Type Inclination Loose to Dense Fill 11/2H:1 V Peat and Organic Silts 1 H:1 V Dewaterinq: One of our explorations encountered groundwater near the bottom of the likely excavation depths, but we expect that groundwater could rise several feet during the winter months. Consequently, the on-site excavations might extend below groundwater, depending on the actual excavation depth and time of year. If groundwater is encountered, we anticipate that an internal system of ditches, sumpholes, and pumps will be adequate to temporarily dewater the excavations. 6.3 Preloading and Surcharging The terms "preloading" and "surcharging" refer to placing a fill pad or embankment over a compressible subgrade and then waiting for a certain period of time before completing the structure, thereby allowing settlement to occur. In our opinion, post-construction settlements of slab-on-grade floors can be significantly reduced by applying a surcharge load to the building footprint. Because a significant thickness of fill soil has been placed over much of the site, adequate preloading has likely occurred below the fill; however, the location of this fill should be accurately determined to verify that all portions of the building footprints are encompassed. We offer the following comments and recommendations with regard to preloading and surcharging, in case this technique is employed at areas outside the existing fill embankment. Surcharge Embankments: Typically, a surcharge load consists of a moderately compacted soil embankment placed over the building footprint. For slab-on-grade floors, we recommend that this surcharge embankment have a height ranging from about 2 to 6 feet and that its top surface extend S 1WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91M-12315-0 10 July 1998 Page 12 at least 5 feet outside the building footprint. Sideslope inclinations of about 1H:1V would be appropriate, in our opinion. Preloading Durations: Post-construction building settlements will decrease as the surcharging period is increased, with the greatest benefits realized during the initial several weeks. Longer durations will generally be needed as the embankment height is reduced.As such,we recommend using a surcharge duration that provides significant benefits without adversely impacting the project schedule. The following surcharge durations will probably be needed for various surcharge embankment heights. However, the appropriate duration will depend on the actual rate of soil consolidation. Surcharge Height Preload Duration 2 feet 8 weeks 4 feet 4 weeks 6 feet 2 weeks Settlement Monitoring: Because all settlement estimates inherently involve numerous uncertainties,actual settlements should be monitored in the field throughout the preloading period. We recommend that vertical survey measurements be taken at five settlement plates installed across the building footprint in a quincunx pattern (one at the center and one at each corner). Measurements should be made on a weekly basis, with an accuracy of 0.01 foot, and all data should be promptly submitted to AEE for review. 6.4 Pile Foundations In our opinion, a pile foundation would provide the best long-term settlement performance for the proposed hotel buildings, as well as for any other heavy or settlement-sensitive structures. The following recommendations and comments are provided for pile design and installation purposes. Pile Types: Augercast concrete piles appear to be well-suited for supporting the proposed structure, due to their favorable combination of moderate capacity, low cost, and low-vibration installation technique. Driven steel piles also appear suitable, but they would likely be more costly and it may be difficult to closely estimate their length requirements for ordering purposes. Pile Sizes: For supporting moderately heavy structures,typical shaft diameters of augercast piles range from 12 to 18 inches. We have used the following pile diameters and associated stiffnesses in our analyses: S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91 M-12315-0 10 July 1998 Page 13 Pile Diameter Shaft Stiffness 12 inches 3.71 X 109 lb-in2 14 inches 6.37 X 109 lb-in2 16 inches 11.7 X 109 lb-in2 18 inches 18.8 X 109 lb-in2 Bearing Soils and Tip Depths: Our explorations indicate that augercast piles will develop compressive resistance by means of both skin friction and end-bearing within the medium-dense to very dense sand deposit,which lies at depths of about 30 feet or more below overall site grades. Consequently, we recommend that all augercast piles extend a sufficient depth in this deposit to develop adequate compressive and uplift resistance. We expect that augercast piles will require tip depths ranging from about 40 to 55 feet below pad grade in order to achieve useful capacities. An AEE representative should be retained to observe the pile installations and to verify that proper tip depths have been achieved. Downdrag Forces: If site grades within the building areas are raised by means of fill placement soon before or anytime after the piles have been installed, subsequent compression of the underlying soil deposits could place downdrag forces on the pile shafts. These downdrag forces would reduce the allowable compressive capacities of all piles. Because site grades will probably be raised within the building footprints, we have included the effects of downdrag forces in our analysis of pile capacities. Compressive Capacities: We expect that static and transient compressive loads on the augercast piles will be resisted through a combination of skin friction end-bearing. Table 5 presents our estimated allowable compressive capacities, based on a static safety factor of 2.5 and a one-third increase for transient loads. The project structural engineer should verify that the pile concrete has sufficient compressive strength to accommodate these capacities. Estimated Settlements: We estimate that total post-construction settlements of pile-supported structural elements will not exceed % inch. Differential settlements between adjacent pile caps could approach one-half of the actual total settlement. Uplift Capacities: Uplift loads, which may be imposed on the piles by wind or earthquake forces, are resisted by skin friction and dead weight. Table 5 presents our estimated allowable uplift capacities, based on a safety factor of 1.5 or more. The project structural engineer should verify that the piles have sufficient tensile reinforcement to accommodate these capacities. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91M-12315-0 10 July 1998 Page 14 TABLE 5 ALLOWABLE VERTICAL CAPACITIES FOR AUGERCAST PILE DESIGN Pile Tip Static Transient Transient Diameter Depth Compressive Compressive Uplift (inches) (feet) Capacity Capacity Capacity (tons) (tons) (tons) 12 40 29 38 10 45 31 41 13 50 33 44 16 55 35 46 19 14 40 39 52 14 45 42 56 18 50 45 60 22 55 48 64 26 16 40 52 69 19 45 56 74 24 50 59 78 29 55 63 84 34 18 40 66 88 24 45 71 94 31 50 75 100 37 55 81 108 44 Note: Tip depths are measured from bottom of pile cap Lateral Capacities: Lateral loads, which may be imposed on the piles by wind or earthquake forces, are resisted primarily by the horizontal bearing support of soils adjacent to the pile shafts. The lateral capacity of a pile depends on its length, stiffness in the direction of loading, and degree of fixity at the head, as well as on the adjacent soil properties. For design purposes, we have applied a conservative subgrade reaction modulus of 25 pci to the entire soil mass. Table 6 presents our calculated allowable lateral capacities, based on a typical pile length of 40 feet and an allowable deflection of 1/2 inch. Additional Lateral Resistance: Besides the aforementioned lateral resistance provided by the pile shafts, additional resistance is provided by passive earth pressure acting against the pile caps, grade beams, and other embedded structural elements. We recommend using an allowable passive pressure (equivalent fluid weight)of 330 pcf to resist transient loads. However,for exterior walls and other perimeter surfaces, the uppermost 1 foot of passive pressure should be neglected, due to soil deformation. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91M-12315-0 10 July 1998 Page 15 Shaft Deflections: Deflections of laterally loaded piles are greatest at the head and gradually decrease with depth. The depth along a pile shaft at which deflections become insignificant is referred to as the "depth of fixity." Bending moments incurred by a pile shaft typically reach a maximum near the fixity depth of free-headed piles and near the head of fixed-headed piles. Table 6 presents our estimated depths of fixity and associated bending moments, based on a typical pile length of 40 feet. TABLE 6 ALLOWABLE LATERAL CAPACITIES, ESTIMATED DEPTHS OF FIXITY, AND MAXIMUM BENDING MOMENTS FOR AUGERCAST PILE DESIGN Pile Head Lateral Depth of Fixity Bending Diameter Condition Capacity (feet) Moment (inches) (kips) (kip-feet) 12 Free 3 7 27 Fixed 8 11 82 14 Free 4 8 38 Fixed 10 12 114 16 Free 5 9 54 Fixed 13 14 164 18 Free 6 10 72 Fixed 16 15 218 Note: Depths of fixity are measured from bottom of pile cap. Group Effects: The above-recommended values for compressive, uplift, and lateral capacity refer to single piles unaffected by group interactions. If piles are spaced at least three diameters apart (center to center), group effects can be neglected for compressive, uplift, and perpendicularly- applied lateral loads. For in-line lateral loads, group effects can be neglected with a pile spacing of eight diameters or more. Drilling Considerations: The existing fill soils mantling the site appear to contain concrete rubble and other construction debris. Consequently, the pile contractor should be prepared to excavate obstructions or relocate certain piles if rubble is encountered during installation. 6.5 Spread Footings In our opinion, conventional spread footings will provide adequate support for lightweight, settlement-tolerant structures (such as storage sheds and gazebos) if the subgrades are properly prepared. We offer the following comments and recommendations for purposes of footing design S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91 M-12315-0 10 July 1998 Page 16 and construction. Spread footings would not be appropriate for supporting the hotel building, as previously explained. Footing Depths and Widths: For frost and erosion protection, the bottoms of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the bottoms of interior footings need bear only 12 inches below the surrounding slab surface level. To minimize post- construction settlements,continuous(wall)and isolated (column)footings should be at least 16 and 24 inches wide, respectively. Bearing Subgrades: To provide adequate bearing conditions for spread footings, we recommend that a portion of the existing granular soils below all footings be overexcavated and recompacted to create bearing pads. These bearing pads will serve to dissipate foundation stresses uniformly across the building,thereby reducing total and differential post-construction settlement. Before any bearing pads are placed, the overexcavation subgrades should be firmly compacted with a vibratory roller. Bearing Pad Dimensions: We recommend that all bearing pads placed below footings be at least 18 inches thick. Because foundation stresses are transferred outward as well as downward into the bearing soils, all bearing pads also should extend horizontally outward from the edge of each footing a distance equal to the bearing pad thickness. Bearing Pad Materials: We recommend that all bearing pads be composed of well-graded sands and gravels,such as"Gravel Borrow"or"Ballast"per WSDOT Standard Specifications 9-03.14 and 9-03.9(1), respectively, or uniformly graded crushed rock, such as "Crushed Surfacing Base Course" per WSDOT standard Specification 9-03.9(3). In our opinion, the existing fill soils would also be suitable for this purpose if placed at a moisture content near optimum. Higher-strength materials, such as controlled-density fill (CDF) or lean-mix concrete (LMC), could also be used if desired for their ease of placement. Bearing pad soil should be compacted to at least 90 percent of the Modified Proctor maximum dry density (based on ASTM:D-1557). Subgrade Verification: All footing subgrades should consist of firm, unyielding structural fill materials over compacted native soils. Footings should never be cast atop loose, soft, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. We recommend that the condition of all subgrades be verified by an AEE representative before any concrete is placed. Bearing Capacities: Based on the bearing subgrade conditions described above, we recommend that all footings be designed for the following maximum allowable static and seismic bearing capacities: S:\WORDPROC\98\Kirkland\12000s\123151Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91 M-12315-0 10 July 1998 Page 17 Allowable Design Parameter Value Static Bearing Capacity 2,000 psf Seismic Bearing Capacity 2,650 psf Footing Settlements: We estimate that total post-construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1'/z inches. For footings that bear on properly preloaded/surcharged subgrades, total settlements could range up to 1 inch. In either case, differential settlements could approach one-half of the actual total settlement between adjacent foundation elements. Footing Backfill: To provide erosion protection and lateral resistance, we recommend that all footing excavations be backfilled on both sides of the footings and stemwalls after the concrete has cured. Either imported structural fill or non-organic on-site soils can be used for this purpose, in our opinion. All footing backfill soil should be compacted to a density of at least 90 percent(based on ASTM:D-1557). Lateral Resistance: Footings that have been properly backfilled as recommended above will resist lateral movements by means of passive earth pressure and base friction. We recommend using an allowable passive earth pressure of 275 pcf (equivalent fluid weight) and an allowable base friction coefficient of 0.4. 6.6 Slab-on-Grade Floors In our opinion, soil-supported slab-on-grade floors can be used in the proposed hotel building if the subgrades are properly prepared. Alternatively, a structurally supported (post-tensioned) slab-on-grade floor can be used,without the need for rigorous subgrade preparation. We offer the following comments and recommendations concerning these two types of slab-on-grade floors. Floor Subbase: To provide uniform bearing conditions beneath soil-supported slab-on-grade floors, we recommend that they be underlain by a 24-inch-thick subbase of structural fill. In our opinion, a well-graded sand and gravel such as "Gravel Borrow" or "Ballast" per WSDOT Standard Specifications 9-03.14 and 9-03.9(1), respectively, would be ideal for this purpose. The existing granular fill soils mantling the site would also be suitable, if segregated from the debris and placed at a moisture content near optimum. All subbase fill soils should be compacted to a uniform density of at least 90 percent (based on ASTM:D-1557). Moisture Protection: To retard the upward wicking of groundwater beneath the floor slab, we recommend that a capillary break be placed over the subbase course. Ideally, this capillary break would consist of a 4-inch-thick layer of pea gravel or other clean, uniform, well-rounded gravel, such as "Gravel Backfill for Drains" per WSDOT Standard Specification 9-03.12(4), but clean, angular gravel can be used if it adequately prevents capillary wicking. In addition, a layer of plastic S:\WORDPROC\98\Kirkland112000s\12315\Renton Towneplace report.wpd Marriott International Design&Construction Services 8-91 M-12315-0 10 July 1998 Page 18 sheeting (such as Crosstuff, Visqueen, or Moistop) should be placed over the capillary break to serve as a vapor barrier. Floor Settlements: For floors bearing on properly placed subbases over unimproved subgrades, we estimate that long-term settlements will not exceed about 3/4 inch. If the subgrade is preloaded, as described in the Preloading and Surcharging section of this report, long-term settlements will likely be reduced to less than 1/4 inch. Vertical Deflections: Soil-supported slab-on-grade floors can deflect downward when vertical loads are applied, due to elastic compression of the subgrade. In our opinion, a subgrade reaction modulus of 100 pounds per cubic inch can be used to estimate such deflections. For structurally supported slab-on-grade floors, on the other hand, this subgrade reaction modulus should be neglected, due to the potential for the subgrade to gradually settle away from the floor. 6.7 Backfilled Walls In our opinion, backfilled concrete retaining walls up to 10 feet high can be used at any loading docks, landscaping grade changes, or below-grade portions of the hotel building. Our wall design recommendations and comments are presented below. Footing Depths: For frost and erosion protection, all retaining wall footings should bear at least 18 inches below the adjacent ground surface. However, greater depths might be necessary to develop adequate passive resistance in certain cases. Curtain Drains: To preclude hydrostatic pressure development behind the retaining wall, we recommend that a 4-inch-diameter perforated drain pipe be installed behind the heel of the wall and that a curtain drain be placed behind the entire wall. This curtain drain should consist of pea gravel, washed rock, or some other clean, uniform, well-rounded soils, extending outward a minimum of 2 feet from the wall and extending from the footing drain upward to within about 12 inches of the ground surface. Backfill Soil: Ideally, all retaining wall backfill placed behind the curtain drain would consist of clean, free-draining, granular material, such as "Gravel Backfill for Walls" per WSDOT Standard Specification 9-03.12(2). Alternatively, on-site granular soils could be used as backfill, if they are near optimum moisture content. In the latter case, a geotextile should be placed between the curtain drain and the backfill soil, to prevent clogging. Backfill Compaction: Because soil compactors place significant lateral pressures on retaining walls, we recommend that only small, hand-operated compaction equipment be used within 3 feet of a completed wall. Also, all backfill should be compacted to approximately 90 percent of the maximum dry density (based on ASTM:D-1557); a greater degree of compaction closely behind the wall would increase the lateral earth pressure, whereas a lesser degree of compaction might lead to excessive post-construction settlements. S:\WORDPROC\981Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design & Construction Services 8-91M-12315-0 10 July 1998 Page 19 Grading and Capping: To retard the infiltration of surface water into the backfill soils, the backfill surface of exterior walls should be adequately sloped to drain away from the wall. We also recommend that the backfill surface directly behind the wall be capped with asphalt, concrete, or 12 inches of low-permeability (silty) soils. Applied Loads: Overturning and sliding loads applied to retaining walls can be classified as static pressures, surcharge pressures, seismic pressures, and hydrostatic pressures. We offer the following specific values for design purposes. • Static Pressures: Yielding (cantilever) retaining walls should be designed to withstand an appropriate active lateral earth pressure, whereas non-yielding (restrained) walls should be designed to withstand an appropriate at-rest lateral earth pressure. These pressures act over the entire back of the wall and vary with the backslope inclination. Assuming a level backslope,we recommend using active and at-rest pressures of 35 pcf and 50 pcf, respectively. • Surcharge Pressures: Static lateral earth pressures acting on a retaining wall should be increased to account for any surcharge loadings from traffic,construction equipment, material stockpiles, or structures. For simplicity, a traffic surcharge can be modeled as a uniform pressure of 75 psf acting against the upper 6 feet of wall. • Seismic Pressures: Static lateral earth pressures acting on a retaining wall should be increased to account for seismic loadings. These pressures act over the entire back of the wall and vary with the backslope inclination, the seismic acceleration, and the wall height. Based on a design acceleration coefficient of 0.30 and a wall height of "H" feet, we recommend that these seismic loadings be modeled as a uniform active and at-rest pressures of 4H psf and 10H psf, respectively. • Hydrostatic Pressures: If groundwater is allowed to saturate the backfill soils, hydrostatic pressures will act against a retaining wall. If an adequate drainage system is included behind the retaining wall, we do not expect that hydrostatic pressures will develop. Resisting Forces: Static pressures, surcharge pressures, seismic pressures, and hydrostatic pressures are resisted by a combination of passive lateral earth pressure, base friction, and subgrade bearing capacity. Passive pressure acts over the embedded front of the wall (neglecting the upper 2 feet) and varies with the foreslope inclination, whereas base friction and bearing capacity act along the bottom of the footings. Assuming a level foreslope at the wall location, we recommend the following design values, which incorporate a static safety factor of at least 1.5: S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91M-12315-0 10 July 1998 Page 20 Allowable Design Parameter Value Static Passive Pressure 250 pcf Seismic Passive Pressure 330 pcf Base Friction Coefficient 0.4 Static Bearing Capacity 2,500 psf Seismic Bearing Capacity 3,300 psf 6.8 Drainage Systems In our opinion,the hotel buildings should be provided with permanent drainage systems to minimize the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Perimeter Drains: We recommend that the buildings be encircled with a perimeter drain system to collect seepage water. This drain should consist of a perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe, and the gravel envelope should be wrapped with filter fabric to reduce the migration of fines from the surrounding soils. The drain invert should be installed no more than 8 inches above or below the base of the perimeter footings or grade beams. Runoff Water: Roof-runoff and surface-runoff water should not discharge into the perimeter drain systems. Instead,these sources should discharge into separate tightline pipes and be routed away from the buildings to a storm drain or other appropriate location. Grading and Capping: Final site grades should slope downward away from the buildings so that runoff water will flow by gravity to suitable collection points, rather than ponding near the buildings. Ideally, the area surrounding the buildings would be capped with concrete. asphalt, or low-permeability (silty) soils to preclude surface-water infiltration. 6.9 Asphaltic Pavements We expect that asphaltic pavements will be used for the new car-parking areas and driveways. The following comments and recommendations are given for pavement design and construction purposes. Subgrade Preparation: All soil subgrades should be proof-rolled with a loaded dump truck or heavy compactor to verify the density. Any areas where the native peats or silts are present at or closely beneath the pavement subgrade, as well as any localized zones of yielding subgrade disclosed during this proof-rolling operation, should be overexcavated to a maximum depth of 18 inches and replaced with a suitable structural fill material. All structural fill should be compacted according to our recommendations given in the Structural Fill section. Specifically, the upper 2 feet of soils S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91 M-12315-0 10 July 1998 Page 21 underlying pavement section should be compacted to at least 95 percent (based on ASTM:D- 1557), and all soils below 2 feet should be compacted to at least 90 percent. Soil Design Values: Soil conditions can be defined by a California Bearing Ratio (CBR), which quantitatively predicts the support characteristics of a saturated subgrade. Based on our classifications of on-site soils and our previous laboratory testing performed on similar soils, we estimate that the near-surface soils will provide a CBR value of about 15 percent. Traffic Design Values: Traffic conditions can be defined by a Traffic Index (TI), which quantifies the combined effects of projected car and truck traffic. We estimate that a TI of 4.0 is appropriate for car-parking areas and that a TI of 5.0 is appropriate for driveways subjected to occasional passes by small freight trucks. Conventional Sections: A conventional pavement section typically comprises an asphalt concrete pavement over a crushed rock base course over a granular subbase course. Using the estimated design values stated above, we recommend using the following conventional pavement sections: Minimum Thickness Pavement Course Car Areas Driveways Asphalt Concrete Pavement 2%2 inches 3'/2 inches Crushed Rock Base 3 inches 4 inches Granular Subbase 6 inches 10 inches Alternative Sections: As an alternative to the above-recommended conventional section, an asphalt-treated base (ATB)could be substituted for the crushed rock base and part of the granular subbase. The use of an ATB course results in a thinner overall section, and it serves as an all-weather working surface during construction. We recommend the following as a possible alternative section: Minimum Thickness Pavement Course Car Areas Driveways Asphalt Concrete Pavement 2 inches 3 inches Asphalt-Treated Base 4 inches 5 inches Granular Subbase 0 inches 0 inches Pavement Materials: For the base course, we recommend using imported crushed rock, such as "Crushed Surfacing Top Course" per WSDOT Standard Specification 9-03.9(3). For the subbase course, we recommend using imported, clean, well-graded sand and gravel, such as "Ballast" or "Gravel Borrow" per WSDOT Standard Specifications 9-03.9(1) and 9-03.14, respectively. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91M-12315-0 10 July 1998 Page 22 Soil Compaction: All base course and subbase course material should be compacted to at least 95 percent of Modified Proctor (ASTM:D-1557), and all asphalt concrete pavement should be compacted to at least 92 percent of the Rice value (ASTM:D-2041). We recommend that an AEE representative be retained to verify the compaction of the subbase course and base course before each successive layer is placed. For the subbase course, this is best accomplished by means of frequent density testing. For the base course, methodology observations and hand-probing are more appropriate than density testing. Pavement Life and Maintenance: It should be realized that no asphaltic pavement is maintenance- free. The above described pavement sections represent our minimum recommendations for an average level of performance during a 20-year design life; therefore, an average level of maintenance will likely be required. Furthermore, a 20-year pavement life typically assumes that an overlay will be placed after about 10 years. Thicker asphalt, base, and subbase courses would offer better long-term performance, but would cost more initially; thinner courses would be more susceptible to "alligator" cracking and other failure modes. As such, pavement design can be considered a compromise between a high initial cost and low maintenance costs versus a low initial cost and higher maintenance costs. 6.10 Structural Fill The term "structural fill" refers to any materials placed under foundations, retaining walls, slab-on-grade floors, sidewalks, pavements, and other structures. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Materials: Typical structural fill materials include clean sand,granulithic gravel, pea gravel,washed rock, crushed rock, quarry spalls, controlled-density fill (CDF), lean-mix concrete, well-graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit-run"), and miscellaneous mixtures of silt, sand, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any organic matter or debris, nor any individual particles greater than about 6 inches in diameter. Fill Placement: Generally, pea gravel,washed rock, quarry spalls, CDF, and lean-mix concrete do not require special placement and compaction procedures. In contrast, clean sand, granulithic gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Compaction Criteria: Using the Modified Proctor test (ASTM:D-1557) as a standard, we recommend that structural fill used for various on-site applications be compacted to the following minimum densities: S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91M-12315-0 10 July 1998 Page 23 Minimum Fill Application Compaction Footing subgrade or bearing pad 90 percent Foundation backfill 90 percent Slab-on-grade floor subgrade 90 percent Retaining wall subgrade 90 percent Retaining wall backfill 90 percent Concrete sidewalk subgrade 90 percent Asphaltic pavement base and subbase 95 percent Asphaltic pavement subgrade (upper 2 feet) 95 percent Asphaltic pavement subgrade (below 2 feet) 90 percent Subgrade Verification and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with the Site Preparation section of this report. The condition of all subgrades should be verified by an AEE representative before filling or construction begins. Also, fill soil compaction should be verified by means of in-place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain-size distribution and moisture content when they are placed. As the"fines"content(that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight)cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during wet-weather site work,we recommend using"clean"fill,which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. CDF Strength Considerations: CDF is normally specified in terms of its compressive strength, which typically ranges from 50 to 200 psi. CDF having a strength of 50 psi (7200 psf) provides adequate support for most structural applications and can be readily excavated with hand shovels. A strength of 100 psi (14,400 psf) provides additional support for special applications but greatly increases the difficulty of hand-excavation. In general, CDF having a strength greater than about 100 psi requires power equipment to excavate and, as such, should not be used where future hand-excavation might be needed. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91 M-12315-0 10 July 1998 Page 24 7.0 RECOMMENDED ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. Consequently,we recommend that AEE be retained to provide the following post-report services: • Review all construction plans and specifications to verify that our design criteria presented in this report have been properly integrated into the design; • Prepare a letter summarizing all review comments (if required by the City of Renton); • Attend a pre-construction conference with the design team and contractor to discuss important geotechnically related construction issues; • Observe all exposed subgrades after completion of stripping and overexcavation to confirm that suitable soil conditions have been reached and to determine appropriate subgrade compaction methods; • Monitor the placement of all structural fill and test the compaction of structural fill soils to verify their conformance with the construction specifications; • Review settlement data from surveyor (if preloading/surcharging is used); • Check all completed subgrades for footings and slab-on-grade floors before concrete is poured, in order to verify their bearing capacity; • Monitor the installation of all piles to verify that adequate tip depths have been achieved and to document the installation procedures; • Observe the installation of all perimeter drains, wall drains, and capillary break layers to verify their conformance with the construction plans; • Prepare a post-construction letter summarizing all field observations, inspections, and test results (if required by the City of Renton). In addition to the aforementioned services, AEE can provide inspection and testing of concrete, steel, masonry, and other structural materials. Upon request, we could submit a proposal for providing some or all of these construction monitoring, inspection, and testing services. Such a proposal is best prepared after the project plans and specifications have been approved for construction. S:\WORDPROC\98\Kirkland\12000s\12315\Renton Towneplace report.wpd Marriott International Design &Construction Services 8-91M-12315-0 10 July 1998 Page 25 8.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study;therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. Also, because the future performance and integrity of the project elements depend largely on proper initial site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. AEE is available to provide geotechnical monitoring, soils and concrete testing, steel and masonry inspection, and other services throughout construction. We appreciate the opportunity to be of service on this project. If you have any questions regarding this report or any aspects of the project, please feel free to contact our office. Sincerely, SMBRIS o� wAshj..t �, �r �w a. 0 / ////7:P tel r' •G f �ichelle C. Kondo (/ � ' ' w 7�� `p Engineering Technician / . QA 41,602 7768 w�' S lSPER SIGNALS V ' i EXPIRES 2Il j J2 2 O /CJr 7 William J. Lockard, P.G. James M. Brisbine. P.E. 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N LOCATION MAP FIGURE °' ,AG R A co Earth & Environmental RENTON TOWN EPLACE SUITES z 11335 N.E. 122ND WAY, SUITE 100 1 CO KIRKLAND, WA, U.S.A. 98034-6918 RENTON, WASHINGTON I ! —1 ' "TLEGENDII I B-5 I L I S BORING NUMBER AND APRROXIMATE I LOCATION PARKING B-1 PROPOSED HOTEL B-2 _ — P-1 PROBING NUMBER AND APRROXIMATE S BUILDING 'A' 6) LOCATION 1 I --- I I PARKING I I I / ' 1 \,... ) B-5 PARKING I I Z w I I W N L.Li I ) Q LT] W w 0 Z_ Q 2 C lt1Q UJ a OP-1 I PARKING m 0 J Z I r 1 I O L PARKING 0 n 11 B-3 B-4 Li 1 6) PROPOSED HOTEL S J N BUILDING 'B' I I 09 I I- 1 O 4J F- Q 3i 7".../7--; - PROPERTY LINE n m SITE & EXPLORATION PLAN FIGURE 0 30 60 AG R A 3 1 Earth & Environmental RENTON TOWNEPLACE SUITES z SCALE IN FEET 11335 N.E. 122ND WAY, SUITE 1002 o KIRKLAND, WA, U.S.A. 98034-6918 RENTON, WASHINGTON d xipueddv APPENDIX A FIELD EXPLORATION PROCEDURES AND LOGS APPENDIX A FIELD EXPLORATION PROCEDURES AND LOGS 8-91 M-12315-0 The following paragraphs describe our procedures associated with the field explorations and field tests that we conducted for this project. Descriptive logs of our explorations are enclosed in this appendix. Auger Boring Procedures Our exploratory borings were advanced with a hollow-stem auger, using a track-mounted drill rig operated by an independent drilling firm working under subcontract to AEE. A geologist from our firm continuously observed the borings, logged the subsurface conditions, and collected representative soil samples. All samples were stored in watertight containers and later transported to our laboratory for further visual examination and testing. After each boring was completed, the borehole was backfilled with a mixture of bentonite chips and soil cuttings, and the surface was patched with asphalt or concrete (where appropriate). Throughout the drilling operation, soil samples were obtained at 21/2- or 5-foot depth intervals by means of the Standard Penetration Test (SPT) per ASTM:D-1586. This testing and sampling procedure consists of driving a standard 2-inch-diameter steel split-spoon sampler 18 inches into the soil with a 140-pound hammer free-falling 30 inches. The number of blows required to drive the sampler through each 6-inch interval is counted, and the total number of blows struck during the final 12 inches is recorded as the Standard Penetration Resistance, or"SPT blow count." If a total of 50 blows is struck within any 6-inch interval, the driving is stopped and the blow count is recorded as 50 blows for the actual penetration distance. The resulting Standard Penetration Resistance values indicate the relative density of granular soils and the relative consistency of cohesive soils. The enclosed Boring Logs describe the vertical sequence of soils and materials encountered in each boring, based primarily on our field classifications and supported by our subsequent laboratory examination and testing. Where a soil contact was observed to be gradational, our logs indicate the average contact depth. Where a soil type changed between sample intervals, we inferred the contact depth. Our logs also graphically indicate the blow count, sample type, sample number, and approximate depth of each soil sample obtained from the borings, as well as any laboratory tests performed on these soil samples. If any groundwater was encountered in a borehole, the approximate groundwater depth is depicted on the boring log. Groundwater depth estimates are typically based on the moisture content of soil samples, the wetted height on the drilling rods, and the water level measured in the borehole after the auger has been extracted. CPT Probing Procedures Our exploratory CPT probings consisted of advancing an electric penetrometer piezocone, using a truck-mounted probe rig operated by an independent firm working under subcontract to AEE. A geotechnical engineer or geologist continuously observed the probings while electronic S:\SHARED\Michelle Kondo\Marriot\Renton\Renton Towneplace reportwpd Appendix A Page 2 monitoring equipment in the probe rig automatically logged the subsurface conditions. After each probing was completed, the probehole was backfilled with a mixture of sand and bentonite chips. Throughout the probing operation, soil and groundwater properties were measured by means of the Cone Penetrometer Test (CPT) per ASTM:D-3441. This testing procedure involves pushing an electric piezocone into the soil with hydraulic rams. The cone consisted of a standard design having a 60-degree tip apex, a 10-cm2 projected area at the tip, a 150-cm2 sleeve, and a porous element at the tip. The cone was advanced at a rate of approximately 2 cm per second, and the cone tip resistance (q-r), sleeve friction (ff), and penetration porewater pressure (u2) were recorded continuously during the tests. As the penetrometer is pushed downward, the tip resistance, sleeve friction, and porewater pressure are measured electronically and plotted as a function of depth. Through interpretation, the resulting graphs can reveal soil types and groundwater levels, as well as the relative density of granular soils and the relative consistency of cohesive soils. The enclosed CPT graphs present the vertical plots of several soil properties and groundwater pressures measured by the cone penetrometer in each probing. These graphs also depict the Standard Penetration Resistance (N60) corresponding to each test interval, based on published conversion charts. S:\SHARED1Michelle Kondo WardotRenton\Renton Towneplace report.wpd PROJECT: Renton Towneplace Suites BORING NO. B-1 x �, SOIL DESCRIPTION W W a la c4 PENETRATION RESISTANCE Page w , Location: West end of building A' 00 p F 1 of Q Approximate ground surface elevation: 30 feet c F En Z 3 Standard Blows per foot Other - 0 -. 0 10 20 30 40 50 TESTING Loose,moist to wet,gray,silty, fine to medium SAND with some gravel and scattered concrete debris(Fill) . • . r 1 - 5 - — — - S-1 _ • Blowcpunt overstated Approximate elevation of surrounding grade S-2 A - 10 - — — , S-3 r • . i - 15 - — — S-4 A. . r , r ' i Soft, wet,gray SILT with trace to some clay. Grades to wet,brown, silty PEAT in lower 6 inces of sample ' - 20 - • SS �A , ` n W Medium dense, saturated„ black fine to medium SAND t Et with some silt r w- 25 - z S-6 1 A a ill •;. , t it a Sa LL ,z N i • Switched to mud rotary drilling d - r - O o_ 30 (Continued) 0 20 +0 60 50 100 MOISTURE CONTENT o LEGEND • I 0 I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit r; sGroundwater level at time of drilling AGRA Earth & Environmental ENGINEERING GLOVL SOLUTIONS CO 11335 NE 122nd Way,Suite 100 i Kirkland,Washington 98034-6918 m g Drilling method:l-JSA/MR Hammer type: Automatic Date drilled: 15 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. B-1 SOIL DESCRIPTION W w o a PENETRATION RESISTANCE Page o w Location: West end of building'A' I.y o f • A 2 of Approximate ground surface elevation: 30 feet v2 t- cn z CD 3 Standard Blows per foot Other - 30 o 10 20 30 40 50 TESTING Soft, saturated,gray SILT with some clay and moderate I 4,: I organics S-7 A. , Loose, saturated, black fine to medium SAND , Medium dense, saturated,gray, sandy GRAVEL . , - 35 - . S-8 Ar , ,;i 40 ` Grades dense,gravelly SAND g S9 '11, -- - 45 - — _ s-10 A r - 50 - — - S-11 E Boring terminated at approximately a 51.5 feet o r Q r . m li- 55 - — — ' J LL r - d r - w • o- 60 0 20 40 60 SO 100 MOISTURE CONTENT o LEGEND I • I I2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit F ATD Groundwater level at time of drilling AGRA Earth & Environmental eD ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way,Suite 100 °z Kirkland,Washington 98034-6918 m 0 Drilling method:/-ISA/MR Hammer type: Automatic Date drilled: 15 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. 8-2 v SOIL DESCRIPTION w a m o w PENETRATION RESISTANCE page w Location: East end of building A' § o F A A 1 oft `' Q E- a x 3 Standard Blows per foot Other A Approximate ground surface elevation: 27 feet rn to z a - 0 - o 10 20 30 40 50 TESTING- Medium stiff, wet,gray,sandy SILT with some wood and concrete debris(Fill) _ • S-1 • i L - 5 - — -- Grades to sandy,gravelly SILT _ --- a� S-2 ..... - 10 - — — S-3 L_A _ \ly Gravelly drilling ATD S-4 Medium stiff, wet, tan-brown,fibrous PEAT with some . sift and interbeds of organic-rich SILT - 15 - — — ' - - --- r ,. S-5 ai-.. , - 20 - i ' . _ Loose to medium dense, saturated, black, fine to ATD - medium SAND with some silt - ' v 0 _ S-6 `-A r , i N Tan SILT with some clay cli- 25 - _ - _ I W - - a0 Of _ d Tedium dense,saturated,gray, gravelly SAND \\ S-7 A . 1-_ 30 (Continued) o o 20 40 60 80 too MOISTURE CONTENT Cl LEGEND I • I r2.00-inch O.D.split spoon sample la Grain size analysis Plastic limit Natural Liquid limit ATD Groundwater level at time of drilling AGRA Earth & Environmental m m ENGINEERING GLOBAL SOLUTIONS P• Perched groundwater level 11335 NE 122nd Way,Suite 100 a ATD at time of drilling Kirkland,Washington 98034-6918 m O Drilling method: HSA Hammer type: Cathead Date drilled: 12 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. 8-2 H _ SOIL DESCRIPTION a GU a w Q PENETRATION RESISTANCE Page w Location: East end of building'A' 3 o F A 2 of A Approximate ground surface elevation: 27 feet E— zn Ix Standard Blows per foot Other TESTING . - 30 -' 0 10 20 30 40 50 Grades to GRAVEL with some fine to coarse sands -- Blovicount overstated 2.5 feet of heave - , S-8 51 > A - 35 - — - • S-9 L . - ` • 40 — - y q 'I - s-10 - . a - 45 - — , .; - • 1 foot of heave - s-11 , ` - 56 - 50 - Boring terminated at approximately _ — • 49.0 feet • • to r , 0 a m _ `Li- 55 - — • — z z w r t • I , L a W r • • w o- 60 0 20 40 60 tO 100 MOISTURE CONTENT o LEGEND i • O I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit ATD Groundwater level at time of drilling AGRA Earth & Environmental O) ENGINEERING GLOSA.SOLUTIONS CO 11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 03 0 Drilling method: HSA Hammer type: Cathead Date drilled: 12 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. B-3 F _ SOIL DESCRIPTION a w (14 m o ,4 PENETRATION RESISTANCE Page w Location: West end of building'B' N &" N o f A A 1 of c-- ¢ a x 3 Standard Blows per foot Other Q Approximate ground surface elevation: 22.5 feet to to z — 0 — 0 1 o zo 30 40 50 TESTING Grass Sod over Medium dense grading to loose, wet, • gray, gravelly, silty, fine to medium SAND(Fill) - 8 G-1 CM ▪ 5 - — — , S-1 _ A.. - Decreasing gravel • • - 10 - — S-2 . A, , Soft, wet,brown tan,silty PEAT with interbeds of SILT • with trace to some clay and moderate organics - • _ 15 - — - — . • S-3 A • . Medium dense,saturated,black, fine to medium dense • SAND with scattered silt interbeds - - • _ 20 _ - _ : Switched to mud rotary drilling S-4 ATD ----�-... : . Cl) ai 9 - m Ili_ 25 _ — • z S-5 w - t LL Grades to silty SAND d — Medium dense to dense,saturated, gray, gravelly, fine ' to coarse SAND a_ 30 (Continued) 0 20 40 60 80 100 MOISTURE CONTENT a LEGEND I • I t I 2.00-inch 0 D.spit spoon sample I OH l Corrosivity/Hortic nurai Test Plastic limit Natural Liquid limit ro ATD csi Groundwater level at time of drilling M AGRA Earth & Environmental GO ENGINEERING GLOBAL SOLUTONS 4 Grab sample 11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 m 0 Drilling method:HSA/MR Hammer type: Automatic Date drilled: 15 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. 8-3 PENETRATION RESISTANCE Y SOIL DESCRIPTION a m a m A A 2 of 2 w , Location: West end of building'B' 1> & o F' ca Approximate ground surface elevation: 22.5 feet cn z 3 Standard Blow TESTING s per foot Other - o to 20 30 40 50 30 Gravelly SAND as above S-6 41' fit' too- - 35 - — - S-7 4.;.:,, A , Bit plugged by gravels 4 - 40 Grades to sandy GRAVEL S-8 4 = rii r ,i 'r [ 1 -4 Bit plugged by gravels 1 eau 45 Grades to gravelly SAND S-9 • — 50 _ —- I , S-10 I `- Boring terminated at approximately r N 51.5 feet - ,- a L 0 m L , z LL W ii N r - 60 0 :0 40 60 80 loo MOISTURE CONTENT o LEGEND I • I • I2.00-inch 0.D.split spoon sample Plastic limit Natural Liquid limit M ATD Groundwater level at time of drilling ., AGRA Earth & Environmental ENGINEERING GLOBAL SOLLRIONS CO 11335 NE 122nd Way,Suite 100 ci zz Kirkland,Washington 98034-6918 m 0 Drilling method:l-ISA/MR Hammer type: Automatic Date drilled: 15 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. 8-4 SOIL DESCRIPTION W w o PENETRATION RESISTANCE Page ° `u aC° F A 1of2 w w Location: East end of building'B' g o q <i- < n x 3 Standard Blows per foot Other Approximate ground surface elevation: 22.5 feet N to Z 0 TESTING - 0 — 0 t0 20 30 40 SO Medium stiff, wet,gray, sandy SILT with trace to some • gravel and scattered organics(Fill) • • S-1 A , - 5 - — — _ • • G-1 • CM Obstruction forced - ' ' auger out of plumb S-2 . . - 10 - Stiff to very stiff, wet,gray,sandy SILT with scattered — — _ stringers of organic-rich silt S-3 - S-4 • - a • . - 15 Increasing organics — Soft, wet, tan, silty,grading to fibrous PEAT with J , interbeds of gray,organic-rich SILT S-5 A _ 20 - — — Medium dense, saturated,black, fine to medium SAND ATD with some silt ` • • o S-6 " r 4 inch thick lense of sandy SILT It , iii m_ 25 _ — il - _. W r Li d2.5 feet of heave S-7 r _• 30 (Continued) 0 0 20 40 60 eo 100 MOISTURE CONTENT O LEGEND + • I2.00-inch O.D.split spoon sample 1 cm CorrosivityiHortia,nurat Test Plastic limit Natural Liquid limit ATD AGRA level at time of drilling AGRA Earth & Environmental a0 ENGINEERING GLOM SOLUTIONS Grab sample 11335 NE 122nd Way,Suite 100 ci zz Kirkland,Washington 98034-6918 m 0 Drilling method:l-ISA/MR Hammer type: Cathead Date drilled: 12 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. 8-4 SOIL DESCRIPTION Ez.1 ul cui 0 c4 PENETRATION RESISTANCE Iti Location: East end of building'B' il L>t3 i g !4E 2 A A Page 2 of 2 cg t•::, a 0 E-• a D c4 ,Approximate ground surface elevation: 22.5 feet c6 cn Z 0 Standard Blows per foot Other TESTING 0 10 20 30 40 50 30- SAND as above , . . : — . Dense,saturated,gray GRAVEL with some fine to coarse sand , . • S-8 S''' i A - 35- — --,%1Ne , - V?" '. — lk 0• '. . , . • .e. Black, fine to medium SAND with some silt - S-9 . i A- - 40- — - - It . : o '1 r _ I — . 1.5 feet of heave - S-10" li,4 :• . If --..: : 74 > __ _ A - 45- Boring terminated at approximately — _ . • . . . 44.0 feet due to practical rig refusal . . , . : . ' . ,... — . . i . ... 4 • r . . r - - . • . : - 50- — - . . : ... . . • .: _ ,, Cl) . o i : • cli- 55 - — — . . . . . ' t : : r -. . 0 20 40 i 60 80 100 MOISTURE CONTENT o LEGEND _ I • I 1 0 I 2 00-inch OD.split spoon sample Plastic limit Natural Liquid limit s5 7.) c4 _,.-- Groundwater level at time of dnIling ATD AGRA Earth & Environmental O ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way,Suite 100 0 z Kirkland,Washington 98034-6918 co — Drilling method: HSA Hammer type: Cathead Date drilled: 12 June 1998 Logged by: WJL PROJECT: Renton Towneplace Suites BORING NO. 8-5 x _ SOIL DESCRIPTION w a W 0 a PENETRATION RESISTANCE Page w ° Location: Center of west parking area >1 1 CO o f A A 1 of q Q 1-- Q c 3 Standard Blows per foot Other Approximate ground surface elevation: 24 feet rn cn z 0 TESTING - 0 - 0 10 20 30 40 50 Medium dense grading to loose, wet, gray, silty, gravelly, ly/E fine to medium SAND(Fill) : S-1 . .. @ - . L r , , L - 5 - — — S-2 A-- ---- - 0 Boring terminated at approximately 6.5 feet i - 10 - — — i, f • Ei • - 15 _ — — • ' . L . L • . L • - 20 - — — ' ' • • � i L r . ,. 0 . ma i. • 4 1 _' iii— 25 - — — z w - - .- i L • L - • • T CD a d - - w 0~ 30 • - 0 20 40 60 80 100 MOISTURE CONTENT o LEGEND 5i I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit in N i ,,,,E No groundwater encountered AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS CO 11335 NE 122nd Way,Suite 100 z Grain size analysis Kirkland,Washington 98034-6918 m 0 Drilling method: HSA Hammer type: Automatic Date drilled: 15 June 1998 Logged by: WJL Cone Penetration Test - CPT-01 Test Date:Jun 15,1998 Operator :Northwest Cone Exploration Ground Surf.Elev.:0.00 Location :Renton Mariott Townplace Suites Water Table Depth:7.50 Qt(tsf) Fr. Ratio(%) PWP (tsf) Ic N1(60) (blows/ft) 0 60 120 180 240 300 0 1 2 3 4 5 -1 0 1 2 3 4 1.0 1.5 2.0 2.5 3.0 3.5 0 10 20 30 40 50 0 I -- -- ■ 3 — 1 iII - -11 " r L 18 �-11 I11j_ — ammi._ 27 -- 30 Qt normalized for Fr Ratio=100•F/(Qt-Sgmav) After Jefferies and Davies(1991) After Jeffenes and Davies(1993) unequal end area effects Gamma=115.2 pcf Ic<1.25-Gravelly sands 1.25<Ie<1.90-Clean to silty sand ' 1.90<Ic<2.54-Slty send to sandy silt 2.54<►e<2.82-Clayey silt to silty clay 2.82<Ic<3.22-Clays PROJECT NO 8-91M-12315 DATE.June 16,1996 DRAWN BY.Keith Brown AGRA Earth & Environmental Appendix B APPENDIX B LABORATORY TESTING PROCEDURES AND RESULTS APPENDIX B LABORATORY TESTING PROCEDURES AND RESULTS 8-91 M-12315-0 The following paragraphs describe our procedures associated with the laboratory tests that we conducted for this project. Graphical results of certain laboratory tests are enclosed in this appendix. Visual Classification Procedures Visual soil classifications were conducted on all samples in the field and on selected samples in our laboratory. All soils were classified in general accordance with the United Soil Classification System, which includes color, relative moisture content, primary soil type (based on grain size), and any accessory soil types. The resulting soil classifications are presented on the exploration logs contained in Appendix A. Moisture Content Determination Procedures Moisture content determinations were performed on representative samples to aid in identification and correlation of soil types. All determinations were made in general accordance with ASTM:D-2216. The results of these tests are shown on the exploration logs contained in Appendix A. Atterberg Limit Determination Procedures Atterberg limits are used primarily for classifying and indexing cohesive soils. The liquid and plastic limits, which are defined as the moisture contents of a cohesive soil at arbitrarily established limits for liquid and plastic behavior, respectively, were determined for selected samples in general accordance with ASTM:D-423 and ASTM:D-414. The results of these tests are presented on the enclosed Atterberg limit graphs and on the exploration logs contained in Appendix A. Grain Size Analysis Procedures A grain size analysis indicates the range of soil particle diameters included in a particular sample. Grain size analyses were performed on representative samples in general accordance with ASTM:D-422. The results of these tests are presented on the enclosed grain-size distribution graphs and were used in soil classifications shown on the exploration logs contained in Appendix A. S:\SHAREDVvlichelle Kondo\1AamotlRenton\Renton Towneplace reportwpd Grain Size Analysis Report c C 1 : s o 0 s 0 ss 8 $ 8 o .1 n .G A .- r° x w i_ iG i : w L 100 I I F iI I so i it II 80 - - - . . . I I it I Z I L. , Z 50 W i 0 CC LU 1 d 40 - I H30 _ 20 — i 1 Ire 10 L I i I 0 1 I I1 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm %COBBLES %GRAVEL %SAND %SILT i %CLAY 0.0 36.6 45.9 17.5 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) Grey brwn gravelly silty/clayey sand 1.25 in. 100.0 1.00 in. 86.1 .75 in. 80.8 .625 in. 78.2 .50 in. 75.0 Atterberg Limits .375 in. 70.6 PL= na LL= na P1= na .25 in. 65.4 #4 63.4 Coefficients #20 56.g D85= 24.7 b60= 3.01 D50= 0.747 #30 42.2 D30= 0.236 D15= D10= #50 35.73 Cu= �c- #100 23.3 Classification #200 17.5 USCS= SM AASHTO= A-1-b Remarks Tested by: GT Reviewed by: ML * (no specification provided) Sample No.: #2042.1 Source of Sample: B-2 Date: 6-22-98 Location: S-2 Elev./Depth: 7.5' Client: OAGRA Earth & Environmental Project: RENTON TOWNPLACE SUITES ENGINEERING GLOBAL SOLUTIONS Project No: 12315 Plate Grain Size Analysis Report < < oi : : 100 '1-'" -- , 1 I 1 1 1 I 90 \ ' I l li 80 \ \ ,: I ; I W 60 CL �'f( I: ' ,— Z I 1- I Z 50 I f, CL '\ 1-1-14U II` , I 30 '+ ' ' i 'NI 20 - - 10 - -. - I j I II i 1 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT I %CLAY 0.0 39.4 39.3 21.3 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) Sandy silty/clayey gravel 1.00 in. 100.0 .75 in. 85.2 .625 in. 80.0 .3.50 75 in. 68.9 Atterberg Limits .25 #4 63.2 PL= na LL= na PI= na 10 52.7 Coefficients #30 44.3 D85= 18.9 D60= 4.41 D50= 1.35 #50 40.3 D30= 0.203 D15= D10= 36. #60 33.1 Cu- Cc= #100 21.3 Classification USCS= GM AASHTO= A-1-b Remarks Tested by:GT Reviewed by:ML * (no specification provided) Sample No.: #2042.2 Source of Sample: B-5 Date: 6-22-98 Location: S-1 Elev./Depth: 2.5' Client: °AGRA Earth & Environmental Project: RENTON TOWNPLACE SUITES ENGINEERING GLOBAL SOLUTIONS Project No: 12315 Plate Appendix C APPENDIX C ANALYTICAL TESTING REPORT Northwest Office June 30, 1998 Lab. No. 4869 AGRA EARTH & ENVIRONMENTAL 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 SOIL AND PLANT LABORATORY, INC. Attn: Bill Lockhard RENTON TOWNPLACE SUITES (JOB 8-91M 12315) Accompanying data for the two soils submitted indicate very slightly alkaline soil reactions or pH with salinities safely low. Results of agricultural suitability tests show safely low sodium and nil qualitative lime content. Fertility analyses show low availabilities of nitrogen, phosphorus, zinc and boron. Particle size appraisal tests show low organic matter contents in both soils. A low fraction of particles is considered gravel in the B-4 G-1 soil. In both instances, the majority of particles passing through the 2 millimeter screen fall in the medium to very fine sand category. Combined silt and clay content is just under forty nine percent in the B-4 G-1 soil and just over thirty three percent in the B-3 G-1 sample. The soils are classified loam (B-4 G-1) and gravelly sandy loam (B-3 G-1), according to USDA standards. Fertility enhancement can be gained by uniformly broadcasting the following materials, then rototilling to a six to eight inch depth prior to planting: RENTON TOWNPLACE SUITES AM'T PER 1000 SQUARE FEET 10 lbs. Treble superphosphate (0-45-0) 5 lbs. Ammonium sulfate (21-0-0) 3 ozs. Zinc sulfate 1 oz. Laundry borax 5 lbs. Soil sulfur Applied per above In order to more uniformly apply the small amount of laundry borax required, it should be dissolved in an appropriate amount of water and sprayed to the soil surface, prior to the rototilling procedure. Additional organic enhancement can be gained by including the following materials along with those indicated above, for similar uniform broadcast, followed by rototilling to a six to eight inch depth: AM'T/1000 SQUARE FEET 6 cu.yds. (2" layer) sawdust or bark dust 18 lbs. Nitroform (38-0-0) w Included with above OR: "' 6 cu.yds. (2" layer) yard debris compost Included with above If after reviewing this report additional remain, please do not hesitate to contact the Bellevue office. Sincerely, 04A,e > A &( DIRK W. MUNTEAN, M.A. / DWM/d1b P.O.Box 1648,Bellevue,Washington 98009-1648(206)746-6665 FAX Number:206-562-9531 )ne. PO Box 6566,Orange.Cai todma 92613-6566/(714)282-8777/FAX(714)282.8575 4 So�� acid �ar�t �abonaton Box 153,Santa Gars,Catdornw 95052.0153/(408)727-pip/FqX(408)727-5125 PO.Box 1648.Bellevue.Wastwngbn 98008-1648/(26e)746.6665/FAX Pt:6)562-953t AGRA EARTH & ENVIRONMENTAL COMPLETE SOIL EVALUATION AND Northwest Office 11335 N.E. 122nd Way, Suite 100 MICRONUTRIENT ANALYSIS Lab No. 4869 C Kirkland, WA 98034-6918 (A05-2) RENTON TOWNPLACE SUITES Attention: Bill Lockard Job No. 8-91M 12315 Samples Taken: 6/12/98 Samples Rec'd: 6/18/98 Sam Half Parts Per Million Parts Dry Soil Sat Ext-- ple Sat% ; NO3 NH4 PO4 t TEC ; N N P K Ca Mg Cu Zn Mn Fe 1 = Sample Description & Log Number r r 7 10 3 1 6 60 780 191 1.0 1 9 49 B-3, G-1 56 0.2 0.5 1.0 1.0 1.7 1.0 0.4 1.7 2.0 0.8898-A16920 32 4 • r 6/24/98 Sufficiency factor (1.0=sufficient for average crop) below each nutrient element. N factor based on_ 200 ppm constant feed. Half Saturation %=approx field moisture capacity. B, Na and salinity(ECe (dS/m at 25 deg.C. ) ) by sat 6xt method. Major elements by sodium chloride extraction (phosphorus by sodium bicarbonate extraction) . Cu, Zn, Mn & Fe by DTPA extraction. eSAR=Est. sodium adsorption ratio. Na=Sodium (meq/1) . TEC (listed below Half Sat. )=Estimated Total Exchangeable Cations (meq/kg) a, a. Sam Saturation Extract Values - ple ; Ca Mg Na K B C1 ; Qual t pH ;ECe me/1 me/1 me/1 me/1 ppm me/1 ; SAR Lime 0 , 7 7.2 0.8 4.4 2.8 2.7 0.2 0.20 1.4 None Percent of Sample Passing 2 mm Screen ---Gravel ; Sand Sam ; Very Med. to ple Organic Coarse Fine Coarse Coarse V. Fine ; Silt Clay t Percentage 5-12 2-5 ; 1-2 0.5-1 0.05-.5 .002-.05 0-.002 USDA Soil Classification 7 0.3 15.1 11. 1 7.7 16.1 43.1 18.0 15.1 Gravelly Sandy Loam SO4 = 5.0 meq/1 6/24/98 r.,4.1 fraction expressed as percent by weight of oven-dried sample passing a 12mm (1/2") sieve. Particle sizes in millimeters. ;i6i S oc.0 and TVant (?aboftaton PO Box 6566.Orange.CaldMa 92613-6566/pu1282.6:77/FAX(714)282-8575 �,`�• P.O. aillomia O.Box h e-Wasngbn998008.0j648/908)746-f+FA5/FAX( 1727- P. 953 1 ,T A y 't a.5. 562 953 AGRA EARTH & ENVIRONMENTAL COMPLETE SOIL EVALUATION AND Northwest Office 11335 N.E. 122nd Way, Suite 100 MICRONUTRIENT ANALYSIS Lab No. 4869 C Kirkland, WA 98034-6918 (A05-2) RENTON TOWNPLACE SUITES Attention: Bill Lockard Job No. 8-91M 12315 Samples Taken: 6/12/98 Samples Rec'd: 6/18/98 Saxh Half Parts Per Million Parts Dry Soil Sat Ext-- . ple Sat% I NO3 NH4 PO4 t S • # TEC f N N P K Ca Mg Cu Zn Mn Fe I I Sample Description & Log Number • c 8 17 2 3 8 130 1360 254 2.8 2 22 86 8-4, G-1 ' 87 0.1 0.4 1.0 1.0 1.3 1.6 0.5 2.3 2.0 1.1098-A16921 32 4 • 6/24/98 Sufficiency factor (1.0=sufficient for average crop) below each nutr ent element. N actor ass on 200 ppm constant feed. Half Saturation 8=approx field moisture capacity. B, Na and salinity(ECe (dS/m at 25 deg.C. ) ) by sat et,..method. Major elements by sodium chloride extraction (phosphorus by sodium bicarbonate extraction) . Cu, Zn, Mn & Fe by DTPA extraction. eSAR=Est. Sodium adsorption ratio. Na=Sodium (meq/1) . TEC (listed below Half Sat. )=Estimated Total Exchangeable Cations (meq/kg) L. a. • lam Saturation Extract Values ple 1 Ca Mg Na K B Cl I Qual # pH ;ECe me/1 me/1 me/1 me/1 ppm me/1 ; SAR Lime 8 7.5 2.0 15.2 8.1 4.3 0.5 0.21 1.3 None Percent of Sample Passing 2 mm Screen ---Gravel ; Sand Sam I Very Med. to ple Organic Coarse Fine Coarse Coarse V. Fine i Silt Clay # Percentage 5-12 2-5 I 1-2 0.5-1 0.05-.5 .002-.05 0-.002 USDA Soil Classification 8 0.8 5.8 4.3 2.4 5.6 43.1 29.0 19.9 Loam SO4 = 20.6 meg/1 6/24/98 Gravel fraction expressed as percent by weight of oven-dried sample passing a 12mm (1/2") sieve. Particle sizes in millimeters. V7-70 VY .VLr I Cf-C Q • ' ' ''- '' VV f / JV-VJ/V r J. wa. CIS•t‘% ,SV%-H ,EC..� (16) 11-1006-01 Wetland Delineation East Valley Road and Southwest 19th Street Project Renton, Washington March 1997 LPN Architecture & Planning, Inc. 1201 Fourth Avenue South, Suite 102 Seattle, Washington 98134 ci, L. EL 1 E.Vice. E.D Jul -09-98 04 :O2P Theresa R_ Henson (206) 756-0370 P _ 02 EXECUTIVE SUMMARY The findings and conclusions presented in this report are based on an interpretation of information currently available to Natural Resource Consulting. This summary is for introductory purposes and should be used only with the full text of this report. This wetland delineation was based on the On-Site Determination Method described in the Corps of L,igineers Wetland Delineation Manual (1987). Based on the information derived through site reconnaissance and readily available documents, Palustrine forested, scrub-shrub, emergent, open water, seasonally flooded/permanently saturated wetland communities exist on the site. The wetland would be classified as a Very High Quality, Category 1 Wetland using the City of Renton Wetland Management Ordinance. The wetland would meet this classification because it is greater than ten acres in size and has three or more vegetation classes, one of which is open water. We understand that this property is not proposed to be developed but may be the receiving water for storm water discharges from the parcel north of this site when it is developed. New surface water discharges, to Category 1 wetlands, from detention facilities, pre-settlement ponds or other surface water management structures are allowed provided that the discharge meets the requirements of the City of Renton Storm and Surface Water Drainage Ordinances, and provided the discharge will not result in a significant change in water temperature or chemical characteristics of the wetland. The wetland generally has moderate to high functions and values due to its size (over 10 acres), and structural diversity. H-1006-01 Jul -09-98 04 : 03P Theresa R. Henson (206) 756-0370 P .03 TABLE OF CONTENTS Page EXECUTIVE SUMMARY 1.0 INTRODUCTION 1 1.1 Scope of Services 1 1.2 Site Location and Description 1 2,0 DOCUMENT REVIEW 2 2.1 U.S. Fish and Wildlife Service National Wetland Inventory Map 2 2.2 City of Renton Wetland Inventory 2 2.3 Soil Conservation Service Soil Survey of the King County Area 2 3.0 SITE RECONNAISSANCE 2 3.1 Site Conditions During Site Visit 2 3.2 Topography 3 3.3 Fauna 3 3.4 Vegetation 3 3.5 Soils 3 3.6 Hydrology 3 4.0 WETLAND AREA 4 5.0 WETLAND FUNCTIONS AND VALUES 4 5.1 Biologic Functions 4 5.2 Hydrologic Functions 5 6.0 WETLAND REGULATION 5 7.0 CONCLUSIONS 5 8,0 CLOSURE 5 REFERENCES 7 ii H-1006-01 Jul -09-98 04 :03P Theresa R. Henson (206) 756-0370 P .04 TABLE OF CONTENTS (continued) LIST OF TABLES Table No. 1 Vegetation Species Identified On the Site 2 Results of the Triple Parameter Approach for Each Data Point LIST OF FIGURES Figure No. 1 Vicinity Map 2 Site Map 3 Soil Conservation Service Map _.. LIST OF APPENDICES APPENDIX A WETLAND DELINEATION METHODOLOGY • APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND FIELD SHEETS APPENDIX C MODIFIED REPPERT WETLAND VALUES EVALUATION SHEET iii H-1006-01 Jul -09-98 04 : 03P Theresa R. Henson (206) 756-0370 P . 05 WETLAND DELINEATION REPORT EAST VALLEY ROAD AND SW 19111 STREET PROJECT RENTON, WASHINGTON 1,0 INTRODUCTION Natural Resource Consulting has completed a wetland delineation for the East Valley Road and SW 19' Street Project located on the southwest corner of said intersection in Renton, Washington (Figure I), This work was performed to assist in site planning related to the sites potential to receive storm water discharges from a parcel north of this site. 1.1 Scope of Services The scope of work for this study was limited to the following tasks: ► Review of federal and local regulations pertaining to the wetland identified on the subject site. The review was used to classify the on-site wetland. ► A visual assessment to observe existing site conditions and to identify and flag the wetland located on the site. This was accomplished using field procedures consistent with the Corps of Engineers Wetland Delineation Manual(1987) (Appendix A). ► A review of documents readily available, including local wetland inventory maps, U.S. Fish and Wildlife Service National Wetland Inventory Maps, and the Soil Conservation Service Soil Survey of the King County Area. ► Assessment of the identified wetland to help determine the overall functions and values of the wetland. ► A report documenting the process, findings, and conclusions for this project. 1.2 Site Location and Description The square-shaped site contains approximately 11 acres. It is located on the southwest corner of the intersection of Southwest 19th Street and East Valley Road, Renton, Washington (Figure I). The property is located in the southwestern quarter of Section 19, Township 23 North, Range 5 East, The site is bounded on the north by Southwest 19'h Street, on the east by East Valley Road, on the south by a storage facility and more wetlands, and on the west by fire station #14 currently under construction. 1 I1-1006-01 Jul -09-98 04 : 03P Theresa R . Henson (206) 756-0370 P . 06 The site contains Palustrine forested, scrub-shrub, emergent, open water, seasonally flooded/permanently saturated wetland communities that would be classified as a Very High Quality, Category 1 Wetland using the City of Renton Wetland Management Ordinance (Figure 2). 2.0 DOCUMENT REVIEW 2.1 U.S. Fish and Wildlife Service National Wetland Inventory Map The U.S, Fish and Wildlife Service National Wetland Inventory Map of the Renton, Washington Quadrangle, 1 24,000 scale (1988), identifies a Palustrine forested, scrub-shrub, emergent, open water, seasonally flooded/permanently saturated wetland. 2.2 City of Renton Wetland Inventory The City of Renton Wetland Inventory(1992) identifies the on-site wetland as W-7, a Palustrine emergent/scrub-shrub wetland community located in the Valley Subbasin. Further comments in the inventory indicate that the wetland has"good structural diversity and structure, and is a good quality wetland". 2.3 Soil Conservation Service Soil Survey of the King County Area The U.S. Soil Conservation Service Soil Survey (SCS) of the King County Area,Washington (1973), was reviewed to determine the general nature of soils on the subject site. The site is mapped as containing Puget silty clay loam (Figure 3). The following soils information was taken from the SCS 1973 publication. The Puget series is a poorly drained soil found in depressions of river valleys. 'Typically, the soil is dominantly mottled dark grayish-brown and grayish brown silty clay to a depth of 45 inches. Often found in this unit is as much as 10 percent of Woodinville and Snohomish soils. The seasonal high water table is at or near the surface. Puget silty clay loam is listed by the Washington State and King County SCS as hydric(wetland) soil. 3,0 SITE RECONNAISSANCE 3.1 Site Conditions During Site Visit On February 20th, 1997, Ms. Theresa Henson with Natural Resource Consulting visited the subject site to delineate and evaluate the wetland. The site visit included a visual observation of the subject site and surrounding area. Vegetation, soils, and hydrologic conditions on the site appear to be fairly stable. The wetland appears to be a remnant of a historically larger wetland system. The edges of the wetland contain 2 I 1-1006-01 Jul -09-98 04 : 03P Theresa R. Henson (206) 756-0370 P . 07 fill slopes with roads and parking areas near the tops of the slopes except in the southwest corner of the site where the wetland continues to the south and west off site. The on-site portion of the wetland is approximate is 10,8 acres in size and the total wetland system is approximately 14 acres in size, The Functions and values on the wetland were evaluated using a Modified Reppert Wetland Values Evaluation for (Appendix D). 3.2 Topography Based on topographic data provided by Barghausen Consulting Engineers, Inc , and the Austin Company, topographic relief on the site ranges from approximately 16 feet near the boundaries of the site to 8 feet in the lower portions of the open water systems. 3.3 Fauna Several species of songbirds were observed on the site. Evidence of various animal species on the site was also noted. Rabbit pellets and coyote scat were observed on the ground just south of the wetland off-site, on an old dirt road. Mallards, and dowitchers were seen in the wetland. No plant or animal species, listed federally or by the state as threatened or endangered, were observed on or near the site. 3.4 Vegetation Four representative data plots were established to document plant species and dominance of vegetation on the subject property(Figure 2). The vegetative species composition varied from a black cottonwood forest along the north, south and west edges of the wetland to a mixture of emergent vegetation dominated by cattails, and sedges to a scrub-shrub system dominated by willow, and red osier dogwood. The wetland plant communities are predominantly the shrub and emergent areas and the uplands are predominantly composed of the forested community. Data forms detailing observations for vegetation are included in Appendix B, 3.5 Soils During the site reconnaissance, soil conditions, including color, texture, and relative moisture content, were observed and recorded at two of the four data plots on the subject site. The indicators used to identify hydric soils can be found in Appendix A. Soil types observed on the site ranged from silt loarns to silty clay loarns within the wetland and gravelly sandy loam fills in the uplands. Field sheets detailing observations for soils are included in Appendix B. 3.6 Hydrology Hydrologic conditions, including saturated soils, as well as indicators of wetland hydrology as defined by the 1987 Manual, were observed with two of the four data plots (Appendix A). 3 H-l 006-01 Jul -09-98 04 : 04P Theresa R. Henson (206) 756-0370 P . 08 Generally the site contains saturated soils near the edges of the wetland and ponded water throughout the rest of the wetland. The southwest portion of the wetland contains a larger open water pond, several other smaller pond are also located throughout the wetland. A culvert located along the western property boundary empties into the wetland from the new fire station storm water ponds. A concrete culvert located along the northwestern property line near the northwestern corner of the site provides the only discharge from the wetland visually observed during the site visit. The culvert is not identified on the City of Renton Sin face Water Drainage System Maps. It appears that the culvert connects to the drainage system in SW 19'h Street and flows west towards Springbrook Creek and the P-1 Channel. Field reconnaissance of the site was conducted during the wet time of the year following a period of heavy rain, For this reason, the water table is not expected to rise much higher than the observed level unless a large flood event occurs. Areas in which the data points did not indicate wetland hydrology were classified as upland areas. 4.0 WETLAND AREA Based on the use of the triple-parameter approach defined within the 1987 Manual, one wetland was identified on the subject property. Vegetation species were identified and classified with a Wetland Indicator Status (WIS), soil conditions were identified and labeled, and observations of hydrologic conditions were made at 4 data points on the site. The wetland was classified as such because all three wetland parameters were present (Table 2). According to the classification system developed by the Y .S. Fish and Wildlife Service(Cowardin et al., 1979), the wetland habitats on the site would be classified as Palustrine forested,scrub-shrub, emergent, open water, seasonally flooded/permanently saturated communities. Dominant vegetation within the wetland is comprised of willows, red osier dogwood, salmonberry, cattails, sedges, and reed canarygrass. The W1S for these species ranges from Facultative Wetland (FACW)to Obligate (OBL), which indicates plant species that have a high probability of being found in wetland areas; as such, they are considered wetland species (Appendix B). Soils were very dark in color and in many areas within the wetland had high organic content indicative of hydric (wetland) soil conditions. At least 50 to 60 percent of the wetland contained ponded water from one inch to six feet deep. The remainder of the wetland contained saturated soils at or near the ground surface. 5.0 WETLAND FUNCTIONS AND VALUES A Modified Reppert Wetland Values Evaluation form was completed for the project (Appendix 1)). The general biologic and hydrologic functions of the wetland are described below 5.1 Biologic Functions The wetland in the project area provides generally high biologic functions The general habitat contains diverse forested, shrub and emergent plant communities with downed logs, snags and low fill slope banks with vegetative cover. The wetland has some limitation due to its isolated 4 H-1006-01 Jul -09-98 04 : 04P Theresa R. Henson (206) 756-0370 P . 09 condition. It is not directly connected to other habitat areas and is surrounded by either roads or developed areas. 5.2 Hydrologic Functions The wetland in the project area provides moderate to high hydrologic functions. In general the system is an isolated remnant of a historically larger wetland. Its only interconnection with other waters is through pipes in the City of Renton Storm water system. The system does retain surface water runoff during flood events. The system does receive runoff from non-point sources such as roads and storm water ponds and the wetland structure would provide water purification functions. 6.0 WETLAND REGULATION The wetland would be classified as a Very High Quality, Category 1 Wetland using the City of Renton Wetland Management Ordinance. The wetland would meet this classification because it is greater than ten acres in size and has three or more vegetation classes, one of which is open water. We understand that this property is not proposed to be developed but may be the receiving water for storm water discharges from the parcel north of this site when it is developed. New surface water discharges, to Category I wetlands, from detention facilities, pre-settlement ponds or other surface water management structures are allowed provided that the discharge meets the requirements of the City of Renton Storm and Surface Water Drainage Ordinances, and provided the discharge will not result in a significant change in water temperature or chemical characteristics of the wetland. The U.S. Army Corps of Engineers (Corps) does regulate flooding of wetland systems under Section 404 of the Clean Water Act. The Corps should be notified if storm water discharges will alter water levels within the wetland system or if construction of new storm water outfall structures are proposed in the wetland. 7.0 CONCLUSIONS Based on the Corps' 1987 Manual, vegetation, soils, and hydrologic conditions necessary for an area to be considered wetland were found throughout a majority of the site. The on-site wetland generally has moderate to high functions and values due to its size(over 10 acres), and structural diversity. The wetland habitats on the site would be classified as Palustrine forested, scrub-shrub, emergent, open water, seasonally flooded/permanently saturated communities, and would be classified as a Very High Quality, Category 1 Wetland using the City of Renton Wetland Management Ordinance. 8.0 CLOSURE The findings and conclusions documented in this report have been prepared for specific 5 H-1006-01 Jul -09-98 04 : 04P Theresa R. Henson (206) 756-0370 P . 10 application to this project. They have been developed in a manner consistent with that level of care and skill normally exercised by members of the environmental science profession currently practicing under similar conditions in the area- Our work was also performed in accordance with the terms and conditions set forth in our proposal dated February 13°i, 1997 The conclusions and recommendations presented in this report are professional opinions based on an interpretation of information currently available to us and are made within the operation scope, budget, and schedule constraints of this project. No warranty, expressed or implied, is made. Wetland boundaries identified by Natural Resource Consulting are considered preliminary until the flagged wetland boundaries are validated by the Corps and/or the local jurisdictional agency Validation of the wetland boundaries by the regulating agency(s) provides a certification, usually written, that the wetland boundaries verified are the boundaries that will be regulated by the agency(s) until a specific date or until the regulation are modified, Only the regulating agency(s) can provide this certification. Since wetlands are dynamic communities affected by both natural and human activities, changes in wetland boundaries may be expected; therefore, wetland delineations cannot remain valid for an indefinite period of time. The Corps typically recognizes the validity of wetland delineations for a period of five years after completion. Development activities on a site five years after the completion of this wetland delineation report may require revision of the wetland delineation. In addition, changes in government codes, regulations, or laws may occur. Because of such changes, our observations and conclusions applicable to this site may need to be revised wholly or in part NATURAL RESOURCE CONSULTING Theresa R. Henson Natural Resource Ecologist 111006 01 HIT 6 H-1006-01 i Jul -09-98 04 : 05P Theresa R . Henson (206) 756-0370 P . 11 REFERENCES Cowardin, L.M., V. Carter, F.C,Golet, and E.T. i..aRoe, 1979, Classification of Wetlands and Deepwater Habitats of the United States, U.S. Fish and Wildlife Service Publication FSW/OSB-79/31. Environmental Laboratory, 1987, Corps of Engineers Wetlands Delineation Manual Technical Report Y-87-1, U.S. Army Waterways Experiment Station, Vicksburg, Mississippi. Muncell Soil Color Chart, 1994, Rev. ed.: Baltimore, Maryland, Kolimorgen Instruments Corporation. Reed, P,13,, Jr., 1988, National List of Plant Species that Occur in Wetlands: Northwest (Region 9), U.S. Fish and Wildlife Service Biological Report 88 (26.9), Renton, 1992, Ordinance No. 4346, Chapter 32 Wetland Management, Renton, Washington, Reppert, R.T., W. Sigleo, E. Stakhiv, L. Messman, and C. Beyers, 1979, Wetland Values Concepts and Methods for Wetland Evaluations: U.S. Army Corps of Engineers, Institute for Water Resources, Fort Belvoir, Virginia. U.S. Department of Agriculture, Soil Conservation Service, 1973, Soil Survey of the King County Area, Washington. U.S. Fish and Wildlife Service, 1988, National Wetland Inventory Map, Renton, Quadrangle, Washington. 7 H-1006-01 Jul -09-98 04 : 05P Theresa R . Henson (206) 756-0370 P . 12 TABLE 1 VEGETATION SPECIES IDENTIFIED ON THE SITE TREES Black Cottonwood Populus trichocarpa Red Alder Alnus ribra Willow Spp. Salix spp. SHRUBS I Iimalayan Blackberry Rubus discolor Red Osier Dogwood Corntus stolonifera Salmonberry Rubes spectabills Scot's Broom (.ytisus scoparuis HERBS Orchard Grass Dactylis glomerate Reed Canarygrass Phalaris arundinacea Rush Spp. Juncus spp. Sedge Spp. ('arex spp. Stinging Nettle Urtica dioica Note: This listing represents the major plant species identified. There may be other species present on within the subject site that are not listed. H-1006-01 Jul -09-98 04 :05P Theresa R. Henson (206) 756-0370 P . 13 TABLE 2 RESULTS OF THE TRIPLE-PARAMETER APPROACH FOR EACH DATA POINT Wetland Wetland Wetland Data Point Vegetation Hydric Soils Hydrology Determination 1 YES YES YES WETLAND 2 YES NO NO UPLAND 3 YES YES YES WETLAND 4 YES NO NO UPLAND H-1006-0 1 Jul -09-98 04 : 05P Theresa R . Henson ( 206) 756-0370 P _ 14 18TH 11 t'. • • 't .. • 3 j 77H • • • ;.,��fS1+-::;2..... .vim S 181H • • : _ •:<. • t .1.:•.2.n.k.. :v!- ... x :,.';•._l .tt t i. • • • • •.t.•"' :T:.:":':•• ..... w.•.'•,t.:w:{J!nx!:r •i f•..1..... • • •.{.. : t-••• tti: t' :t: • • • � 'iti.:ltl1.. •. 1, 'A."Y • .f 1.•: . .•r, • .t•:.. .1�, c...v.. AN.:Mt':1:7 ':•t.; i•t.• • r • 1'a<of v;N :it 't•r •/�..r::•j:•,'�':�1•'•�•:�..N:. :N�.MY.:::i' .�'t•'•Y i4:t . .yw.,t 1' ' '.I:• IT'..{•prV:�' M:::+4,4} •t -• .-t•• t •x� .rl, .,ti`.n-•.;•' ..:r•.1 .• :.'.v:td•• -.4,,i •i''•:}'a: • } • •• .u,.r.'s te!. t':• .r.N••••• ``••rr•m•••••.-'i1i::b{it::::�:•:�i:w' ::i.i�+n/bt .{•:t•rt3r•• • :Yii+4 e."ay - �':C: .:t . V'.{...•'r`t".�_.tNN'{kw`;: :.t.lt.,•-1.•wMN.Y,.. ,''••• i �l Y'•7✓+# • •..t:•.•: • st '•r...,••t •. :t'.rw..,.. w :i.-MS i!i!.':Y•r}:-: 'h"r Xt.:, :i{.i:,::: t'i ,•t. 11 :•`t.� i' ••••• ••i:'t�t� y1.....'.:t.:'.t:.A...::,�;:i;.,3A•n`:W. . w...441 i• -• .r . • • • i • • • .. :;? ... :r: :�: . : �•.t'.A :'{lr•iii'•014...i.i.i• :. -'-t t tt: .' = `:t:; y;_ .`.• :.:. !;reirt.M•..N:T:^ W r•Ir.�,� 4.,I1 :fit:.::- •� , fin- ..e[' } `..• n......4 ;1''•"•tu.t .r- t.y_'••i fi , .t•; t:: ... }.. .r.r -1:.. :.i.w,•at.i:•}:::::.:+ wf..;iyM 3af•:., .. :• . o • .i ;'i isi •▪ ., 4 i.atf. •' r' �`•w. .. • t mo•f•tf• •twJtt11V4•_r % • ' f. • 1. • • •t, • e. l:\ :t1 ,,'.... _yt\;',.. • •i • ••k ,,. . .. ''. Ti:. ' . 1 N East Valley Road.and SW 19" Street Project Renton, Washington APP roximate Scale I inch to 4800 feet AVICINITY MAP March 1997 iI iO0,-01 Note. Map adapted from The Thomas Guide, 1995. Natural Resource Consulting FIG. 1 A *Mftent.\tanagurneat and Rttulitory Pemfilting . Jul -09-98 04 : 06P Theresa R. Henson (206) 756-0370 P . 15 IBIT________ ______ . __ ,) .� i rtf4UD ifly'ID LW15 , 1 v,k-c�Aa� II gI w ' o ' ,el. .y I N Z I I — 4 F- W 1 la = t I- 1 FROM AM UNRECORDED WITH INFORMATION b Ma. FULL BOUNDARY �` PRIOR TO THE START I I FUNCTIONS. , .-I t I 1 iii 1 11 i ii ,1l . 4 •�. I "wry i r woo• East Valley Road and SW 19"Street Projoct ; 1 1 i Renton, Washington § g SITE MAP { ''.. , W —_._ ._ . . ._._. Match 1997 H-16-01 ..4" '- qi 0 1 %' Natural Resnurrt Consulting FIG. 2 8 .V. I AwwmlR,Ma•wmssi art Itivalriary ib>atllat F `t I I °D , I Jul -09-98 04:06P Theresa R. Hanson (206) 756-0370 P . 16 WETLANDS EXI- • • • • . . , - L . .. tr. .� // 1 b • . . ( , . . , . .. -'. I' IIIIE=1_=ii_luuI_ulf • 1 • f i SCALE 1' • 40. . ••.�1 v� v.'..'46(ukl ►s aRC) Ai. I NOTE: ""■■ I Tills Iout4oARY WAd TM' RORVEY RHO TAKEO FROM ASSESSOR! N .f.� 1 RESEARCH SHOULD BE D' I OF MIY OEAIGN I PLAN* • • a.. .1 1 • M •. 1 1 • 1 • 1 . • 1 I Jul -09-98 04 :O6P Theresa R. Henson (206) 756-0370 P _ 17 6,,,Fs!.„..,..,----•--- -,„.s.. .--...,',7 7,,,,,j4 : f._i ..rt. .:,. .i,s.. 49 _ , W ____,, _ . .._ \ -- T .. '�5 'in i� i I q t - .1 Akr W� F, • f ^I 1.,„.,• �t a Inc: 13 I , ' 1 -101r ii:\\, ,C Goll (uurie i . — S� r.o . _ 7-� AmC 11r ' • r-1 - - .�•I• A IFS Op.1. + il_ - - P', ". ',QMI _l gib . l: it _ \\. -- V 0� ScW �R1►'1r : !i!'ii "titi�. . •Ii _ - ij Ur • 1 - _NoiiJ l ` 7, � I II '0^ �, 1 AI.0 Azo ��•..- ;.,.., . Ur . \ • ...\E . 0; , :.' -1 . I, ..',:, ( .--:-----1/4,e' R -7, -.'-:'''Ls",, ', •,. F____:i .. � R •,... I�II vu :,.. . •• ' a 1I ,CIS III - ti� Py 511'Q. u. InneC I t \M i / Ilr '�� Wu neD i� •.« 1 yj ^ �'��Track : I . "il`i rd.. g r` �`••`•so ,N. th-lii i Ng I R s rvorr • -1 (c = rZ 1, Y 1 1i QL is ' ``` sr .• I o ' i i 1� c` I ' 1I I 2 Wo 1 Pt/ 1 ' Sk _ I : Al PU . i p"• a 1'u - �• 25. Ai'. ( ,, z 3 2 9 j Py Sk ; 1, � � 0 N East Valley Road and SW 19"' Street Project • Renton, Washington Approximate Scale 1 inch to 2,000 feet A SOIL CONSERVATION SERVICE MAP March 1997 1i-lo(K,-01 Note: Soil Conservation Service Map for the Natural Resource Consulting FIG. 3 King County Area(1973). Aenes,rr ent,Minagcruml Ind N��tvl.lvry Permitting i i r i it I I I I f Jul -09-98 04 :07P Theresa R. Henson (206) 756-0370 P . 18 APPENDIX A WETLAND DELINEATION METHODOLOGY . H-1006-01 Jul -09-98 04 :07P Theresa R . Henson (206) 756-0370 P _ 19 APPENDIX A WETLAND DELINEATION METHODS The triple parameter approach of the Corps of Engineers Wetland Delineation Manual(1987) was used to delineate the extent of wetlands on the site. Under this methodology, vegetation, soils, and hydrology are each evaluated to determine the presence or absence of wetlands. Based on the use of this method, an area is considered to be a wetland if each of the following are met. (1) dominant hydrophytic vegetation is present in the area, (2) the soils in the area are hydt'ic, and (3) the necessary hydrologic conditions within the area are met The Routine On-Site Determination Method described in the Corps of Engineers Wetland Delineation Manual, were used for the evaluation of triple parameter criteria for this project. This methodology was selected because differences in vegetation types were easily observed, aiding in the identification of areas likely to meet the hydrology and soils criteria of the triple parameter approach. Wetland boundaries were determined by conducting a walking inspection of the property. As part of this inspection, species of vegetation, soil conditions, and hydrologic conditions were noted at several data plots to more accurately determine the boundaries of on-site wetlands. Wetland Vegetation Hydrophytic plants are plants specially adapted for saturated and/or anaerobic conditions. The U.S. Army Corps of Engineers and the U.S. Fish and Wildlife Service has assigned an indicator status to many plant species that is based upon the estimated probability of the species existing under wetland conditions. Plants are categorized as Obligate (OBL), Facultative Wetland (FACW), Facultative(FAC), Facultative Upland (FACU), and Upland (LPL). Species with an indicator status of OBL, FACW, or FAC are considered to be adapted to saturated and/or anaerobic (i.e., wetland) conditions and are referred to as hydrophytic vegetation (Appendix B). Trees and shnibs within a 30-foot radius and herbs within a 5-foot radius of each data plot were identified and noted. The approximate percentage of cover for each of the different plant species occurring within the tree, shrub, and herb strata was determined. Dominant plant species are considered to be those that, when cumulatively totaled in descending order of abundance, exceed 50 percent of the areal cover for each vegetative stratum. Any additional species individually representing 20 percent or greater of the total areal cover for each vegetative stratum are also considered dominant. A -1 H-1006-0I Jul -09-98 04 : 08P Theresa R. Henson (206) 756-0370 P . 20 The indicator status of the dominant plant species within each of the vegetative strata are used to determine the presence of hydrophytic vegetation near each data plot. A data plot was considered to have hydrophytic vegetation if greater than 50 percent of the dominant plant species within the area had an indicator status of OBL, FACW, or FAC. Hydric Soils I Iydric soils are defined as those soils which are saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions that favor the growth and regeneration of hydrophytic vegetation. As a result of anaerobic conditions, hydric soils exhibit characteristics directly observable in the field, including high organic matter content, greenish or bluish grey color (gley formation), accumulation of sulfidic material, spots of orange or yellow color (mottling), and dark soil colors(low chromas), Throughout a large portion of the area delineated as wetland, identification of hydric soils was aided through observation of surface hydrologic characteristics and indicators of wetland hydrology (i.e., drainage patterns). The areal extent of hydric soils was defined through direct soil observation within several data plots placed both inside and outside the wetland, Soil observations were completed within soil data plots dug with a shovel to a depth of at least 16 inches below the existing ground surface, Soil samples were examined for the presence of hydric indicators. Soil organic content was estimated visually and textually. The presence of sulfidic material was determined by the presence of sulfide gases(i.e., a "rotten egg" odor). Soil colors were recorded after being determined through use of the three aspects of color in the Munsell Soil Color Chart: hue, value and chroma(e.g., a soil designated as 10YR 6/2 has a hue of 10YR, a value of 6, a chroma of 2, and a soil color name of light brownish gray). A soil chroma of two in combination with soil mottling or a soil chroma of one without soil mottling typically indicates a hydric soil. Wetland Hydrology Hydrologic conditions identifying wetland characteristics occur during those periods when the soils are inundated permanently or periodically, or the soil is continuously saturated to the surface for sufficient duration to develop hydric soils and support vegetation typically adapted for life in periodically anaerobic conditions. Research has indicated that duration of soil saturation and inundation during the growing season is more influential on the plant community than the frequency of soil saturation and inundation during the growing season. For the purposes of this A -2 Ii-1006-01 Jul -09-98 04 : 08P Theresa R. Henson (206) 756-0370 P . 21 wetland delineation, the wetland hydrology criterion was considered to be satisfied if it appeared that wetland hydrology was present for at least 5 to 12 percent (12 to 29 days) of the growing season. The growing season begins when the soil reaches a temperature of 41 degrees Fahrenheit in the zone of root penetration The hydrology was evaluated by direct visual observation of surface inundation or soil saturation within I inches below the existing ground surface in data plots. According the 1987 Manual, "for soil saturation to impact vegetation, it must occur within a major portion of the root zone (usually within 12 inches of the surface) of the prevalent vegetation." Therefore, if saturated soils or indicators were observed within 12 inches of the surface, positive indicators of wetland hydrology were noted. The area near each data plot was also examined for indicators of wetland hydrology. These indicators include dried water marks, drift lines, sediment deposits, and drainage patterns. It was not possible to observe conditions during the entire growing season. Areas where positive indicators of hydrology were noted were assumed to contain wetland hydrology. A -3 11-1006-01 Jul -09-98 04 :08P Theresa R. Henson (206) 756-0370 P . 22 APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND FIELD DATA FORMS H-1006-01 Jul -09-98 04 : 08P Theresa R. Henson (206) 756-0370 P _ 23 APPENDIX B DH:FINITION OF PLANT INDICATOR STATUS AND DATA FORMS Indicator Category Definitions OBL Obligate Wetland, Occurs almost always (estimated probability >99%) under natural conditions in wetlands. FACW Facultative Wetland. Usually occurs in wetlands (estimated probability 67-99%), but occasionally found in uplands. FAC Facultative. Equally likely to occur in wetlands or uplands (estimated probability 34-66%). FACU Facultative Upland. Usually occurs in uplands (estimated probability 67- 99%), but is occasionally found in wetlands (estimated probability 1- 33%). UPL Obligate Upland. Occurs in wetlands in other regions (as defined in the National List of Scientific Plant Names), but occurs almost always (estimated probability>99%) under natural conditions in uplands in the region specified. NI No Indicator. These species have not been given an indicator status. They are assumed to be upland. Source: National List of Plants 'that Occur In Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report 88 (26.9). 89 pp. H-1006-01 Jul -09-98 04 : 09P Theresa R . Henson (206) 756-0370 P . 24 Data Point: / of `i DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: £.. V ,i,lieu 5 S w 19 Si-, Date; 2-2.0-9 7 Applicant/Owner: [.PIO A*t►. • City; -fie A+ in Investigator: r 2 1-l- Job #; N - I oG 6 -0 1 County; Kirt 5 State: co A Have vegetation, soils, or hydrology been disturbed: Yes a. Is the area a potential Problem Area; Yes dr& Of needed, explain on reverse.) - VEGETATION s _ �..•., - Dominant Plant Species Stratum %Covct 1IIdictu9r Dominant Plant_Species $traturn %Cover Indicator 11pI,4.1...;5 (..rv.na. H yO pel.c.u.) I. -- 2. rYPhw 10,,V;4ot;o. 1-t 20 0 B L 2. . 3. PoP.�lµs i--;cIt.. �7" 20 _ Fttc 3. 4. 50.,11 x Sp T 10 Flhc 1 4. - 5, A Ica. a;vi[o. FI _ TeAci FAL4 5. — 6. 6. 7. - 7. — 8. A Percent of i)ominaut Species that are OBI„ FACW or FAC(except FAC-). *-Dominant species. . I Co 70 Cowardin Classification: f a. 1 u_$f-I I vti._-._s c p v.15 -s kr .43 e'vv.r_ter\i' Remarks: Mang S+'ktAS HYDROLOGY - Recorded Data(Describe in Remarks); Wetland Hydrology Indicators _Stream, Lake,or Tide Gage - _Aerial Photograph X Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available — Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit; 8 (in.) Water-Stained Leaves Depth to Saturated Soil: 4 (in.) �C Local Soil Survey Data Other(Explain in Remarks) Remarks; Jul -09-98 04 : O9P Theresa R. Henson (206) 756-0370 P . 25 Data Point. / of 4 SOILS Map Unit Name: RA yti 5 f. I-1 j C 1(1.3 J0r-.rl Drainage Class: 1:30qr 1 A rp„,ir4,1 Field Observations Taxonomy (Subgroup): FJto t ri`t•., N a P I m 7 u.t Pi s Confirm Mapped Type'? MO No Profile Description; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, finches) (Munselt Moist) (MugssllMQist) Abundance/Contrast Rhizosphcres.cic. O- t 0 l en NI (j)2. to "1 R Si G M p - 5i li I o0.w\ lv- Ig to' g31i - s ; 1-+ l00.rv\ Hydric Soil Indicators: _ Histosol _. Concretions Hirtic Epipcdon _ High Organic Content in Surface Layer — _ Sulfidic Odor Organic Streaking y, Probable Aquic Moisture Regime -X_ Listed on Local Hydric Soils List - _1( Reducing Conditions ,y, Listed on National Hydric Soils List _X Gl yed or Low-Chroma Colors _ Other(Explain in Remarks) _ Remarks: - WETLAND DETERMINATION Hydrophytic Vegetation Present? © No Hydric Soils Present'? Qs) No Is this Data Point Within a Wetland'? No Wetland I-ydrology Present? No Remarks: 2-97,1)A L A t RM IRlllrh • Jul -09-98 04 : 10P Theresa R. Henson (206) 756-0370 P . 26 Data Point: . of `r' DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: >:. J,,.11e r 5-(,0 1941 S`i" . Date: 2-2O - 77 vn ApplicantiOtcr: I Ple A +'c It • City: r r ri172.,Z Investigator: T4 N jola fi: fi - 10O6 -o I County: k.ri� 'CI) 1-‘,A Have vegetation, soils, or hydrology been disturbed: Yes Is the area a potential Problem Area: Yes o (If needed, explain on reverse.) _� - _ _ y. VEGETATION ,, Dominant Plant ciGs ,Stratum %Cover Indicalat Dominant Plant Species Stratum °/„Cover in l aJ.or l,Phvlar,S a.r..nd , 14 50 ct4CLA) 1. 2.pe p.11.3 Tr- 411o. '2.0 rli c. 2. 3. LI...4;1.0r a;aicA H 10 F ci- 3. 4.Pd.c4Yl.selomtr.,.i� N 10 F't1<u� 4. 5 5. 6. _ 6. -- ------- — 7 7. _____.--. 8- ._r.r _ 8 Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-). t-Dominant species. 10 020 - Cowardin Classification; t.A.p 1?-isl T - Remarks: 20 70 0 p e n Q pc v...AA — ct it'd 1 • HYDROLOGY _ _ _. _ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators N o+1-Q_ _Stream, Lake,or Tide Gage _Aerial Photograph Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: /Jo - Drainage Patterns in Wetlands -- Oxidized Root Channels in Upper Depth of Surface Water: 0 (in.) i2 Inches Depth to Free Water in Pit: Q (in_) Water-Staincd Leaves Depth to Saturated Soil: 0 (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: I. — - - Jul -09-98 04 : 10P Theresa R . Henson (206) 756-0370 P . 27 Data Point, 2 of `i SOILS Map Unit Name: J��L\ Drainage Class: „ I. +'a Field Observations Taxonomy(Subgroup): Confirm Mapped Type? AO, No Prolxlti psscij.plJ o n Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mansell Moist' IMunsell Moist) Abundance/Contrast RhiLosoheres,etc, -20 la`( Rc�rooeii) oarvl Hydric Soil Indicators; P d K� Histosol Concretions Histic Epipedon High Organic Contcnt in Surface Layer Sultidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks; WETLAND DETERMINATION Hydrophytic Vegetation Present? 411312) No Hydric Soils Present'? 'es cP Is this Data Point Within a Wetland'? Yes Wetland Hydrology Present? Yes ( Remarks: 2.97,DATA.FR WTRH•trh Jul -09-98 04 : 10P Theresa R . Henson (206) 756-0370 P . 28 Data Point: 3 of U DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: i, J&I l i S W 19*k 51- Date: Applicant/Owner; 1.?id 'A rc k City: _Ren'}ovl Investi ator: 7-P'2 t4 Job ik N -I0 o 6 - al County: k�'n 3 State: e.JA Have vegetation, soils, or hydrology been disturbed; Yes Is the area a potential Problem Area: Yes (If needed, explain on reverse.) VEGETATION Don inant Plant Species Stratum %Cover indicator Dominant Plant Species Wawa %Cover Judicator 1. ax i cx e:5 a ryn cl:H. H goo hk 2. _ 2. 3. 3. - 4. 4. 5. 5. 6. 6. 7. 7. - g. 8. - - Percent of Dominant Species that are OBL, FACW or FAC(except FAC-). *-Dominant species. 10 02a_ Cowardin Classification; P t u S 1-r%.vtl e ► r t'_ ✓t Remarks: HYDROLOGY Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream, Lake, or Tide Gage - Aerial Photograph Inundated Other Saturated in Upper 12 Inches _ No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands - _ Oxidized Root Channels in Upper Depth of Surface Watcr: O (►n.) 12 Inches Depth to Free Water in Pit: 6 (in.) Water-Stained Lcavcs Depth to Saturated Soil: 9 (i.n•) }( Local Soil Survey Data _ Other(Explain in Remarks) Remarks; Jul -09-98 04 : 10P Theresa R . Henson (206) 756-0370 P . 29 Data Point: 3 of j. SOILS Map Unit Name: PA. e 1 c; j Clu Ilarrl Drainage Class: Qvo f I� 4�ray ✓tad! J Field Observations Taxonomy(Subgroup): r l inch ri c FL la.g.A e Qtf Confirm Mapped Type? r& No Prpf iaeJsclinl iQn: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mansell Moist) (Mansell Moist) Abundance/Contrast f.hizosvheres. etc, to CA-mei 9-}8 Ioy23i1 1oc,siwt Hydric Soil Indicators: _ Histosol _ Concretions T Histic Epipedon _ High Organic Content in Surface Layer Sulfidic Wor _ Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List JK Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chronta Colors _ Other(Explain in Remarks) Remarks: !7 k D�' otrt S WETLAND DETERMINATION Hydrophytic Vegetation Present? 40 No Hydric Soils Prescnt7 aro No Is this Data Point Within a Wetland? Yes) No Wetland Hydrology Present? 'es No Remarks: 2-97/DA'l'A.FRN1uIRH-trh Jul -09-98 04 : 11P Theresa R. Henson (206) 756-0370 P . 30 Data Point: y of Li SOILS Map Unit Name: F, t • I Drainage Class: cl to, ►42,2/ Field Observations Taxonomy(Subgroup): Confirm Mapped Type? No Prol-llc D crtplion: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mansell Moist) LMuiisell Moist) Abundance/Contrast Rlli79sl1eres_sic, 0 -20 104 R y j3 c�Pavtll� Stn�� o4m Ilvdric Soil Indicators: 10 o vt-2, Histosol _ Concretions Histic Epipedon High Organic Content in Surface,Layer _ Sullidic Odor _ Organic Streaking T Probable Aquic Moisture Regime Listed on Local Hydrae Soils List _ Reducing Conditions _ Listed on National Hydric Soils List _ Glcycd or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? cs No _ Hydric Soils Present? Yes QM Is this Data Point Within a Wetland? Yes o Wetland Hydrology Present? Yes a 2.97-D rA_ it/NAT L4xh Jul -09-98 04 : 11P Theresa R. Henson (206) 756-0370 P . 31 Data Point: y of _L DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: £ . J K\\ 3 i S L I jt41 Si•' Date: - a o-9 7 Applicant/Owner: I-P - A rc i • City: _k e n fo✓1 Investigator: Tit 'TA Job #: N ' toot,-0 ( County; k+'ri cj - State: WA _ Have vegetation, soils, or hydrology been disturbed: Yes No Is the area a potential Problem Area: Yes 411, ,...j..If needed, explain on reverse,) VEGETATION _ - - . . - DominaniPlant Species 5ttaI itn %Cover Indicator Dominant Plant Spcci s Stratum '.l.C9ver Indicatot 1. cy4+s.„ SS.o fat,„�—•s� , —^-' 1. 2. Plialc“• s 4-r.,,.nd, 14 20 rffc LJ 2. 3. 9 ii.ci.4 is _cAlarnar4fa fj ,, p-f cI. 3, 4 - 4. - - 5 5. - 6. _ 6. 7. 7. 8. 8. ----T- Percent of Dominant Species that are OBL, y� FACW or FAC(except FAC-). *-Dominant species. Cowardin Classification: u 1 t1- Remarks: 2-6) c en.t�r o ( urn+ �e n��e� s�e S S Sp e c,e S HYDROLOGY . . _ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators i•3 0A-1... —Stream,Lake,or Tide Gage —Aerial Photograph — Inundated —Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: N ON_ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: 1 (in.) Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: Jul -09-98 04 : 11P Theresa R. Hanson (206) 756-0370 P . 32 APPENDIX C MODIFIED REPPERT WETLAND VALUES EVALUATION SHEET H-1006-01 Jul -09-98 04 : 12P Theresa R. Henson (206) 756 0370 P . 33 APPENDIX C MODIFIED REPPERT WETLAND VALUES EVALUATION Values Basis For Evaluation I. Natural Biologic Function High A. Food Chain Support Moderate i. Net Primary Production high Marsh vegetation ii. Mode of Transport low Isolated remnant of a former wetland iii. Food Chain Support moderate Moderate diversity of vertebrate animals B. General Habitat High Diverse plant communities, SS, EM, FO C. Special Habitat High Downed Iogs, snags, and low banks with Cover 2. Aquatic Study Areas, Moderate Education facilities in the local area Sanctuaries, Refuge 3. Hydrologic Support Function Moderate A Hydrologic Periodicity Low Isolated wetland remnant B. Elevation in Basin Moderate Flooded infrequently 4. Shoreline Protection N/A No shoreline 5. Storage of Storm and Flood Water High A. Flood Storage Factor High Total wetland is > 10 acres in size B. FIood Retardation Factor High > 30% of wetland vegetative cover is woody trees and shrubs 6. Natural Groundwater Recharge High Total wetland is > 10 acre in size with an open water component 7. Water Purification High A. Wetland Type Moderate i. Hydroperiod low Intermittently flooded system, not associated with a lake, river or estuary C -1 H-1006-01 Jul -09-98 04 : 12P Theresa R. Henson (206) 756-0370 P . 34 ii. Vegetative Density moderate Wetland vegetative cover is 80% B. Areal & Waste Loading High Relationship i Total Wetland moderate Total wetland is > 10 acres in size ii. Proportion of Water to high 40-60% of wetland is covered with Wetland water iii, Proportion of Runoff high >50% of surface water runoff'is retained Retained in Wetland in the wetland for no more than a 2 year event C. Location Factor High i. Frost-free Days high >250 days ii, Location Related to moderate Wetland adjacent to non-point sources; Pollution Sources roads, surface water ponds 8. Cultural Values (Economics, High Remnant wetland of a historically larger Aesthetics, Recreational, system Archeological Sites. C -2 H-1006-0 1 _ - F __ _ _ - .» APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND FIELD DATA FORMS H-1006-02 Jul -09-98 03 : 25P Theresa R . Henson (206) 756-0370 P . 02 APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND DATA FORMS Indicator Category Definitions OBL Obligate Wetland. Occurs almost always (estimated probability >99%) under natural conditions in wetlands. FACW Facultative Wetland. Usually occurs in wetlands (estimated probability 67-99%), but occasionally found in uplands. FAC Facultative. Equally likely to occur in wetlands or uplands (estimated probability 34-66%). FACU Facultative Upland. Usually occurs in uplands (estimated probability 67- 99%), but is occasionally found in wetlands (estimated probability 1- 33%). UPL Obligate Upland. Occurs in wetlands in other regions (as defined in the National List of Scientific Plant Names), but occurs almost always (estimated probability>99%) under natural conditions in uplands in the region specified. No Indicator. These species have not been given an indicator status. They are assumed to be upland. Source: National list of Plants That Occur In Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report 88 (26.9). 89 pp. H-1006-02 Jul -09-98 03 : 25P Theresa R. Henson ( 206) 756-0370 P . 03 Data Point: / of 9.3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L'.,+c) I1,j-c S W s S W I'?' %f-. Date' 2 - 2 1- `f 7 Applicant/Owner: I_?N /4,,, , City: f e r t-e el Investigator: N Jot,#`H-l00A -0 Z County. k, 4� • State: wA . Have vegetation, soils, or hydrology been disturbed:/ - 443 Is the area a potential Problem Area: ` o (If needed, explain on reverse.) _ VEGETATION .. _ . — , ______Qui, SInium %Cover Indicator Dominant Plant Spoeit5 Stratum %Cover li t t. 17-e5t.cL- pI._4e•is,s N Cr' rf3CLA. 1._ - - 2,C7+;s ,L5 r c,:.('....;,k1 Sh 2 c' )-J.I. 2, - — .- 3.-7,. -I c• II.« m 1".- it,v1 S C f i :i U FA C ,A. 3. — 4. LC4 < 4,,,-ft.Culuiw5 ti T/_,,s. _Fri-L 4. 5. gi()?.cs 11 :sr 01cr- „_.%_fit `i rflr ,... 5. 6. 6. 7. - 7. g S. Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-). '-Dominant species_ Cowardin Classification: _lA j') land ,.. ,- _ Remarks: HYDROLOGY ,.. - - X Recorded Data(Describe in Remarks): Wetland t lydrology Indicators N r;1_L _Stream, Lake, or Tide Gage 1,Aerial Photograph , inundated Other __ Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines - _ Sediment Deposits Field Observations: tj A-C(..._ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil; (in.) _,. Local Soil Survey Data Other(Explain in Remarks) Remarks, c ��,'el« e c1 g r. k I U r /t) . 0 t- hd r'Q - . — Jul -09-98 03 : 26P Theresa R. Henson (206) 756-0370 P . 04 Data Point- 1 of 1 SOILS _n- „ ., Map Unit Name: Part S 1 I .1-�.t Cla.� 1 o o'm Drainage Class', JJ Field Observations Taxonomy(Subgroup): J) Kv e n'-- C- ga p I a?uie.pis Confirm Mapped Type? Yes •No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (incites) (Munson M4is1) (Munsell Most) Abundance/Contrast Riulosphcres.ctc, 1 V—f 5 / if d - C�1Itl fI`y �4tYl Ai C1 ai`J Hydric Soil indicators: Histosol _ Concretions Histic Epipedon _ High Organic Content in Surface Layer _ Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime _ Listed on Local Hydric Soils I.ist - _ Reducing Conditions _ Listed on National Hydric Soils List X. Glcycd or Low-Chroma Colors _ Other(Explain in Remarks) wr ct d A` Remarks: r'1 1 f O I S r-l D tv 1',Z tv c v ,ti c ii It ! { 7 Soy 1 C 43 10 r h/ c � IJi' O� st . b k x' NL�I-�, ,/1 O Y- /� C on c ��se/l�cc o„��'�-� c nS, WETLAND DETERMINATION I lydrophytic Vegetation Present? Yes 110 Hydric Soils Present? 401 Is this Data Point Within a Wetland? Yes d Wetland Hydrology Present? Yes r No) sc_h Iy�d r�1c..5 1- Remarks. 5 0; 15 k`t'�t v-0.,t q vla..�`� (Q- e Les rrl p 0 s---`�-1 0 vO c�,F c,-�2 c. kLL�.Cec1 0.J-- I'Z iv c �V—e o 5 (c - e/ -cs• ►Ae 0,_ �t 56115 5'i Li/ ( '-fo ~cle✓lSe ` c, c(ir, cL4 `Li ",-,Ipp 4i • lDa,n74 ✓t.0_0 !- n pIarii5 5,;-ria/a,N 'lo cL�a ?c.,t`ts ) `t- a _ z 97;1)ATAFRMJ[RE-rh Jul -09-98 03 : 26P Theresa R . Henson ( 206) 756-0370 P . 05 Data Point. 2 of 1.3 _ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L '4 d A✓ - S co s s+J_i.qlt 34. Date: 2`2 I- 9 7 Applicant/Owner: I.?JO Arc'. City: R e n'-io.1 Investigator: TR I-i Job 4; N -100 6 - 0 2 County: k i4/.5 _ State: WA Have vegetation, soils, or hydrology been disturbed: es No is the area a potential Problem Area: e No (If needed, explain on reverse.) _ - VEGETATION _ _ - r Dominant Plant Specie, Stratum %Cover jltdiotor Dominant Plant S.Pccics atlttunt %Cover Indicator 1. kc +4 el . C' 'n c�t,..5-u_I q .30 FAC 1, 2. Fe ca ra QiS;s 14_ '3P rfi- Gu 2. 3, la n fa ,tier C v` 14 %wife. 0 91_ 3. _ 4. - 4, - 5. - 5. - 6. - 6. 7. 7, - — — Percent of Dominant Species that are OBL, FACW or FAC(except FAC-). !-Dominant species. __50 _ _ Cowardin Classification: - - 1 ` Remarks: jpr +l R e_ �+: i- t� 3�� o e v1 q I`av�Yld q ra- IS HYDROLOGY _ __ 4, Recorded Data(Describe in Remarks): Wetland Hydrology Indicators —Stream, Lake, or Tide Gage X Aerial Photograph _ Inundated _Other 4_ Saturated in Upper 12 Inches No Recorded Data Available — Water Marks _ Water Lines Sediment Deposits Field Observations: aLke. Drainage Patterns in Wetlands , p Oxidized Root Channels in Upper Depth of Surface Water: 9._ _ (in.) 12 Inches Depth to h-rec Water in Pit: { (in.) Water-Stained Leaves Depth to Saturated Soil: 1 (in.) Local Soil Survey Data Other" ( (Explain in Remarks) _ Remarks: 1A- D t'_1- -2 I b T{ 5-z) i 1 .S c�1-u.�-`i�d s o 1 is be l0(.c) r { J '11 / 1 p 3 I, y d 1ST (n 01- Sc� rc.c Yt1 i r . S►A r f L c e 1 U k1 cI r vl ! Jul -09-98 03 : 26P Theresa R. Henson (206) 756-0370 P _ 06 Data Point: 2 of 2 3 SOILS �. .. . -� Map Unit Name: A 3el- 5J �Iy_C.Ic&J 100-al Drainage Class; Field Observations Taxonomy (Subgroup): Confirm Mapped Type? Ycs ofile DescriDIiott: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Ivlunsell Moist) (Munsell MoiSl) Abundance/C9r=st Rhizospliere.s etc. 0 -1 S ti 11 ( � �� 4eg1c lveuvi Hydric Soil Indicators: N v v.E c_4 I oil p t- be. do t.) Oistosol _ Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor — Organic Streaking Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List _ Glcyed or Low-Chroma Colors _ Other(Explain in Remarks) Remarks; $ S D /S b C'_iC LO l 54) WETLAND DETERMINATION Hvdrophr'tic Vegetation Present? Yes (2j) Hydric Soils Present? Ycs ® Is this Data Point Within a Wetland? Yes No Wetland Hydrology Present? a No Remarks P rzc k ✓[ash J 4 '-c k_ h D`71-- (kJY.—*/cC 11 CE d, ILc.k 2-97/DA'tA.FR MrtR H-trh Jul -09-98 03 : 26P Theresa R. Henson ( 206) 756-0370 P . 07 — Data Point: 3 of Z3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: U ytr) A ue, Sli) f S W 19 s4 , Date: 2 -21- 9 Applicant/Owner: L P N.) A e,�.. City: ,eert`b vi Investigator: Tr.l Iob #. tI - 100 L—o 1, County: k,'K 9 State: 1.4)A Have vegetation, soils, or hydrology been disturbed: No Is the area a potential Problem Area: No (If nceded,_explain on reverse,) _ VEGETATION Dominant Plan Species Stratum %Cove( Itliicator Dominant laft Species Strattun `Yr(L9Yer Indicator I. Prt)wJus Tric.ko1 S)-1 10 FA-c 1. 2, Ft-s+u c a. i re.4e is 1 s H ao FH c LA. 2.W 3, rrlo;se5 30 .t1.Z 3. 4. i.04,44 ry e-n''.c...Itirt vc( IA In 1 1 C 4. 5, - 5. 6. _ 6. 8. 8. Percent of Dominant Species that are OBL, � FACW or FAC(except FAC-). '-Dominant species. Cowardin Classification: —„„ .� �. - 3a?a Ppe.n yrbLknj Remarks: 3 r uZ.1 S s`S../)- HYDROLOGY -. X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream, Lake,or Tide Gage A.Aerial Photograph _ Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available J Water Marks _ Water lines Sediment Deposits Field Observations. Drainage Patterns in Wetlands _ Oxidized Root Channels in Upper Depth of Surface Water: _ ! (in.) 12 Inches Depth to Free Water in Pit: ` (iri.) Water-Stained Leaves _ Depth to Saturated Soil: o.,'3 - (in.) — Local Soil Survey Data Other(Explain in Remarks) Remarks: 5e I v 3 So• I r1 o'f 5c,.4-Lk r-r&teJ V a_c k. -t-v c ki_L-lt `IA is 5 Qua— o kt 3 - ri -- y 7 s a ; 1 s NUS Scclurr.eVcd — no o rr J e cI l.�rt f`, Jul -09-98 03 : 26P Theresa R. Henson (206) 756-0370 P _ 08 Data Point: 3 of 2 __ SOILS _. -. ._., ,. ._ - -- Map Unit Name: ?ks e*- S, . C 1«� IO own Drainage Class: ._ _ Fick!Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes C-- Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inched (MtinsellMoist) (Munsell Moist) Abundance/Contrast Rhi7ophcres,ctc- D -5 i i 2,5 Y 9/ 1 — - _____ — 5"mil A n I o ast )y- 1 5 est`cck)- .1 I`( Hydric Soil Indicators: _ Histosol Concretions Histie Epipedon _ High Organic Content in Surface Layer _ Sulfidic Odor _ Organic Streaking — Probable Aquic Moisture Regime Listed on Local lfydric Soils List _._, Reducing Conditions Listed on National Hydric Soils List Glcycd or l"ow-Chronta Colors _• Other(Explain in Remarks) � 5z,1. 1 S — r R b�c - ea rt .'l-e Pf^eSn`- So C IS o�� Vf-�/E " Remarks. i' 8�, to1-3 l '' So: Is 'ia c{ertse ) ei , . cell �� y c3nn ci C61o, , S 0; /$ -fp 44.4 1J E, v. N u) d o oi p a e-J a.'- 3-(f cl e 0 . _ - - WETLAND DETERMINATION _ Hydrophytic Vegetation Present? Ycs o Hydric Soils Present? Ycs o Is this Data Point Within a Wetland? Yes o Wetland Hydrology Present? Yes o Remarks: -97'DATA.FRMR RH-trh 11: Jul -09-98 03 : 27P Theresa R . Henson (206) 756-0370 P _ 09 Data Point: Li of 2.3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: Jo'i d A i'e. 5(A) ? S w cith s t Date: 2-2 l -17 Applicant/Owner: 1-P N A L , City; K n`l-o Investigator: TRN Job #- H-loot -n� County: k� rr9 State: WA Have vegetation, soils, or hydrology been disturbed: No Is the area a potential Problem Area: No (If needed, explain on reverse.) VEGETATION Dominant Plant Species Stratum %Cover Indicator PetniaanLPlanl,S sis'S alum %Cover lndisalQr 1. L1>°ocka riS sp. 0i3L I. 2. Lci'AS Corn;cukiLis 14 h Q ' r c 2, re<+.,eic ? s /4 ICE FXiC&A 3. 4. Plunfnso f7% LLoY- I+ / D FRCS 4. 5. J uncu5 ec'LkSus i-I I 0 F14CUJ 5. 6. _ 6, 7, 7. 8. 8. Percent of Dominant Species that are OBL, �O�� FACW or FAC(except FAC-). *-Dominant species_ 0 Cowardice Classification: —� Remarks: 4 F p .+e.s5 o✓t , u e etc\ a"IL cA c� 2,9ox /75 � HYDROLOGY Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream, Lake, or Tide Gage Aerial Photograph L Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment neposits Field Observations: Drainage Patterns in Wetlands _ Oxidized Root Channels in Upper Depth of Surface Water: 6 (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: s H 4- G►t KQ r 1p c 4,1 k°c j u vtok I I Jul -09-98 03: 27P Theresa R. Henson (206) 756-0370 P . 10 Data Point: y of 23 SOILS __ Map Unit Name: Pki4 ei 5 14 �i < <(�4 i1)&0'1 Drainage Class: J ,J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Ycs `. _ profile Description; • Depth Matrix Color Mottle Colors Mottle Texture, Concretions, finehul LMunsell Moist) fMunscllMoist) Abundance/Contrast Rltizosnheres.etc. 6- IQ_ 5 y 1-V9, 5 y 5/G e.Q,,„w,t FFT 2. 3r J l j 5,'I•4 /o rh Hydric Soil Indicators: _ Histosol _ Concretions Histic Epipedon _ High Organic Content in Surface Layer _ Sulfidic Odor _ Organic Streaking -.X Probable Aquic Moisture Regime -r Listed on Local Hydric Soils List .X Reducing Conditions • _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) • Remarks: b e )o u] I '." sod/5 ' O 01 e 11 Se y4 J' 4k -Pa ,� cL►? 0.1 j•-btm u.5 k. rnv'F+to s et et p M.s e n`�- Jc iy a �`L sm-c )!. b0Ci.° r�AN �• \e 5 .C.� WETLAND DETERMINATION _ Hydrophytic Vegetation Present? No Hydric Soils Present? No Is this Data Point Within a Wetland? Yes S No Wetland Hydrology Present? Yj) No _ Remarks: Co u.tcl be. ?o'lca wel m. I l-(c(n cl ce rtec,_ I AN moi'`( — if k e I 0` de ?rti s s i 0,rt4.I ct-/ca— ',le) w- 4- w td 4 r- ',i-c)ti tI-tc-C s+oat LA)tatr• ,^ c fi o-Fi �I � ` , i /) t n?a rt L d R 5- 1-r•r c`E-c'v►1 , h (I 1 e. �., � na rl��ci rt2e Wo�.f A ne i� co'1 ..�tit 5 Nj 5 " i /S a ►-- 2-97/UAI'A.FRM/TRH-trh Jul -09-98 03 : 27P Theresa R. Henson (206) 756-0370 P _ 11 Data Point, c of Q..3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L, n,1 A✓c 5 t-►► E S W I c s i- Date: a.-2 1- 1/ Applicant/Owner: I. PN 4rc t a, City: 1'ce riorl Investigator: T 12 H Job #: H- l o o t -0 2 County: K a'cr9 - State: WA Have vegetation, soils, or hydrology been disturbed:/ es No Is the area a potential Problem Area: . Yes No (If neededN explain on reverse.) - VEGETATION __ Dominant Plant Specie traturn %Cover Indicator nLPlant Spcciea Stratum %Covex Indicator 1. Pc p'l u_S re-•(_Ito, —_-5-1 —5 f` --C I. - 2. 11,0•4_n4u(eIt;cL V.s(us& 14- _ILL Ft1C - 2, . 3. FeS4uce-- prAVe,1s;_i__H 2D F14c-U. 3. . 4. Atoeucur -S _____ 50 oRit 4. 5 5. - - 6. - 6, 7. .. 7. 8. R. - Percent of Dominant Species that arc OBL, > 5 7G FACW or FAC(except FAC-). *-Dominant species. Remarks; HYDROLOGY _ , X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream, Lake,or Tide Gage Aerial Photograph ...,Z Inundated Other _ Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root C:hanncls in Upper Depth of Surface Water: I (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: 0 (in.) _ Local Soil Survey Data ll Other(Explain in Remarks) Remarks: J Irte.clr- 5uJc��e_ l.)J c-yP-v-iYtcL e_ cl , 4-c �� /,,0c�u i.vip Scucc IE cl }- 1-11.L S W CO ti'V- r-• /v D 5-cc'}-Li,z1'}'_,-1 Sv , I S loP I0c-J N.- 1L Cott(.N32. 2 —�. V___ � '- J bo-e.n+ be( c I,' y-o s 1-,? O n '3 - -c(7 no p u,,cl e c 1,._1-ci--4 r- 6 t J,,_A-- 4-o e '1 'a S cc.4-u r�.l`-ci • Jul -09-98 03 : 27P Theresa R. Henson (206) 756-0370 P. 12 • Data Point: s of -3 SOILS . Map Unit Nanic: P N� t / C l«`, f o ct rn Drainage Class: Field Observations Taxonomy(Subgroup): Confirm Mapped Typc'I Yes No Profile Dcscrintion: • Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Mansell Moist) nbundancc/Coltlrast Rhizosphcres,etc, P-IQ sy `f/ ort.k — 5&nA j 1oc nel I lydric Soil indicators: N v'f- o-%- I 0 Histosol Concretions _ I listic Epipedon _ High Organic Content in Surface Layer Sulfidic Odor _ Organic Streaking Probable Aquic Moisture Regime Listed on Local Hy-dric Soils I,ist _ Reducing Conditions ,_ Listed on National Hydric Soils List _ Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: Ise it,L0 I .it 5 15 `to c o rrs f)«c.q- Y d rc as?k.J3 on ed3e o ( ? : + WETLAND DETERMINATION Hydrophytic Vegetation Present'? s No Hydric Soils Present? es Qy Is this Data Point Within a Wetland? Yc No Wetland Hydrology Present? Yes 'co - Remarks; Z'I7/uATAFRM?RH I Jul -09-98 03 : 27P Theresa R _ Henson (206) 756-0370 P _ 13 1 i 1 I Data Point: 4 of `13 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L n d A,,e S S S LJ 19 5'1- Date: Q.- 21 9 7 Applicant/Owner: 1- P/J A r ,. c'fir - City: ge r1'to0 '1 Investigator: TR A Job #: h}-- 1006 •-0 z County: lc,.el y State: to A Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: e No (If needed, explain on reverse) - VEGETATION __ ponninant Plant Species Stratum %Cover Indicator Vominant Plant Series Stratum %Cover Indicator 1. Jcslut� frq$n$,_s__N juO F4Crl 1. 2. A�ro.s+i c �� . 20 FIIC PA I.; 2, ..- 3. _ 3. _ - 4. - 4. 5. 5, 6. 6. 7. 7, 8. 8- - Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-)_ *-Dominant species. .5 Q - Cowardin Classification' — ___ :,, Remarks: HYDROLOGY . Recorded Data(Describe in Remarks): Wetland Hydrology Indicators /v O r Stream, Lake, or Tide Gage _XAcrial Photograph Inundated _ Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water; / (ill.) 12 Inches Depth to Free Water in Pit: ! (in.) Water-Stained Leaves Depth to Saturated Soil: i; (in.) Local Soil Survey Data I IOther(Explain in Remarks) , Remarks: d a___ h u l�, Qr'`-� /e f4 -(�v r y <,v„cr S . 19,7j)/14- 9_c? Wct- r- t .mot tic<. ? i `l• (W ct 1 /S 11. Jul -09-98 03 : 28P Theresa R. Henson (206) 756-0370 P - 14 Data Point: L. of 23 SOILS - Map Unit Name: 1 1A-t3N1" S' )4y C I«c lock n'\ Drainage Class: J J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Ycs ( 1� profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Munsell MQjj) Abundance/Contrast Rhiiosgtheres.etc. liydric Soil Indicators: _ Histosol _ Concretions Histic Epipcdon _ High Organic Content in Surface Layer _ Sulfidic Odor Organic Streaking _ Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Mincing Conditions Listed on National Hydric Soils List _ Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: M 'SG . t(es a`( 5Y YJJ eri;xe ;i')D+.J / . WETLAND DETERMINATION Hydroph}tic Vegetation Present'? Yes `) Hydric Soils Present? Yes talto Is this Data Point Within a Wetland? Ycs 11120 Wetland Hydrology Present? Yes o _ Remarks: — 2•97/DATA.FRMUTRHit1I Jul -09-98 03 : 28P Theresa R . Henson ( 206) 756-0370 P _ 15 I 1 Data Point: r7 of ..3 - l i DATA FORM ROUTINE WETLAND DETERMINATION 1 1 Project/Site: n A 0 5 e,I c J Si' Date: 1 - 21-Y 7 1 Applicant/Owner: r,I'N Arek', City: Rend Investigator: T R l _ Jpb# 14 -f o 0 6`0,1., _ County: k i et — State: lawA Have vegetation, soils, or hydrology been disturbed: Yes No Is the area a potential Problem Area: Ye . No (If needed, explain on reverse.) i 1 VEGETATION Dominant Plant Steles Stratum %Comer Indicator ponlinant Plant-Species Stratum %Cover Indicator 1. R,.b.(s cl i.i-kr SA :) U F"A‘I-L 1, -2. Fes F‘ r a . ra}e v151f )-1 if U Fri C LA.-. 2. I 3. Cyh'Sk4 5ccp ri&4 _Sh NT 3. -- 4. A3r0+ s 5?, 2Q Ff A< 4. 5 5 6. _ 6. 7, 7. 1 8, — 8. Percent of Dominant Species that arc OIIL, FACW or FAC(except FAC-). *-Dominant species. 3 3 3c Cowardin Classification: . ___. - Remarks: IIYDROI,OGY . Recorded Data(Describe in Remarks): Wetland Hydrology Indicators 1\3 0 rt- _ _Stream, Lake,or Tide Gage ,y,Aerial Photograph Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: N 0Yq__ _ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Watcr: 0 (in.) 12 Inches Depth to Free Water in Pit: O (in.) Water-Stained Leaves - Depth to Saturated Soil: Q (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: -.wr— -... Jul -09-98 03 : 28P Theresa R. Henson (206) 756-0370 P . 16 I Data Point: _7..of'�3 i SOILS p Map Unit Name: f U.V S / isi y C 1rt j «r Ia ✓\ Drainage Class: _ 'I J Field Observations Taxonomy(Subgroup): _ Confirm Mapped Type? Yes No Profile Description: - Depth Matrix Color Mottle Colors Mottle Texture, Concretions, finches) 1Mwtseil Moist) 1Munscll Moist) AbunelanceSontrast Rhizospheres.etc. b-1 Q S'l ''l�'02., t)v t t _ S&c ri A l C 1 c._\.1 J 1 Hydric Soil indicators: (i O vt. Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils list Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks: be l o u.) i'1 " 4G A e►?S e 4' 411 • Gr t I S .p 1-Q s enq- . WETLAND DETERMINATION _ Hydrophytic Vegetation Present? Yes i P Hydric Soils Present? Yes C` Is this Data Point Within a Wetland? Yes No Wetland Hydrology Present? Yes 'o _ Remarks: • 2-97/DA7'A..F itM/riti Rrh Jul -09-98 03 : 28P Theresa R . Henson (206) 756-0370 P _ 17 Data Point: 8 of 2-3 I DATA FORM ROUTINE WETLAND DETERMINATION _r.0 - i Project/Site A O e. S LI t S uo 1 Rom` L��,d S f- Date' 2- a I- 9'7 j Applicant/Owner; t.. ?N R re_k', City: iee n'Ed✓t Investigator: Y H Jok #: It -1 C O& -O 2. County; 1t rt 3 State; t4--1 A Have vegetation, soils, or hydrology been disturbed: e No Is the area a potential Problem Area: Ye No (If needed, explain on reverse.) _.. VEGETATION - Dominant Plant Soecics Stratum %over Indicator Dominant Plant Species Stratum) %Cover IndicatQC 1. g.,.,1>„c$ ,L;scrtor- sh 10 _Pf1c L1. 1. 2. Fe situ(u pt,w_ns�s 20 F'A{lc. 2, ., 3, L0-1.&c Carn:c.yl«.iuc. l- 10 r A C 3. 4. Tr :4vli,-rr reik0,5 14 It? Ft4Ct:t.._ 4. 5. A na phc-kt:S Mar54r,'IarFCL la MI Fhc u. 5.6. 6. __ 7. 7. it, 8.y -- Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-)_ *-Dominant species. Cowardin Classification: ... Remarks: j o )o OQ e 1'1 3 i.- )�f4l ra_.VeI , HYDROLOGY _ , - • V Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream, Lake, or Tide Gage - X Aerial Photograph inundated _Other 1X Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) _ Water-Stained Leaves Depth to Saturated Soil: 0 — 1 (in.) _ Local Soil Survey Data Other(Explain in Remarks) ii Remarks: S AA—kJ-('cS-N-12.c //,,,, 1I II n jv� Lf St; C o r eke r- S rrl1��W c.� t��SSfG6'1 W/ �,(�C_n C1 r'n � � . S Ott. o ►'t-- -3 I ci 7 .. P S 1.,r fa< e k2 a 1-- d Jul -09-98 03: 29P Theresa R. Henson (206) 756-0370 i P _ 18 1 i Data Point: e of -).3 I i 1 SOILS II Map Unit Name: 5"A%, `1l_a P - 5��'ty C lcL j /ock-tb'1 Drainage Class: - i J Field Observations Taxonomy(Subgroup): _ , Confirm Mapped Type? Ycs 'o 1 . Profile Desch) on: I Depth Matrix Color Mottic Colors Mottle 'Texture, Concretions, (inches) (junsell Moist) (Mansell M41st) Abundance/Contrast Rhizosnhejgs_etc. 1 • 6- I Q 5'1 //Q Ai°“e-__ — es etc ue»y S c-n d tt loaml l I 1 1 `I Hydric Soil Indicators: /v 4v(k. I I I listosol Concretions Ilistic Epipedon High Organic Content in Surface Layer Sulfidic Odor Probable Aquic Moisture Regime Organic Streaking Listed on Local Hydric Soils List Reducing Conditions • Listed on National Hydric Soils List _ C;ley'ed or Low-Chromes Colors _ Other(Explain in Remarks) Remarks: ,�e l o t.) 12 f $0 it c cI enSv- S4a cJ q WETLAND DETERMINATION Hydrophytic Vegetation Present? Ycs Hydric Soils Present? Yes Is this Data Point Within a Wetland? Ycs `OD Wetland Hydrology Present? Yes (l? Remarks: 2-97/DATA.FRNI/TRH-trti Jul -09-98 03 : 29P Theresa R . Henson (206) 756-0370 i P . 19 • if Data Point: c1 of 2.5 I DATA FORM II ROUTINE WETLAND DETERMINATION I Project/Site: 4 . ,i a J t SW 4 S 1 9(Yh S'- Date: a.`11 -9 7 Applicant/Owner: _ L. P A) 'ti J. City: ►e e rt Ior1 Investi ator: TK 1-•l job #: N - l00 b -0 C. - County. I1J4v1 State: wA Have vegetation, soils, or hydrology been disturb - Yes No Is the area a potential Problem Area: Yes No i (If needed, explain on reverse.) 1 I VEGETATION Domi ant Species Stratum %Cover Indicator Dominant Platll Species 5111= %Cover Indicator I. fe,57,.•1-c pc,L4fis,s 14 LC, FALU, 1. 2. Act kr ns'I`,'S s?, 1 2D r4C- Nc4: 2, - i 3. -- 3. ---- ' 4. _ 4, - 5. _ 5. - • 6 J 6, _ - 7. _ 7. _ Percent of Dominant Species that are OBL, FACW or FAC (except FAC-). *-Dominant species. _ - Cowardin Classification: Remarks: HYDROLOGY _ T - Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream., Lake, or Tide Gagc -,Aerial Photograph _ inundated _Other >_ Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks _ Water Lines Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) _ Water-Stained Leaves Depth to Saturated Soil: 0•-'2 (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: 7-D19 Z i t e� ,:i_1-t,�rcl 4 cr , R e r/o 4-- No Y ScokurQ3,.._c/ 4— 4..2, /n,jg e r su. v oJ, - I Jul -09-98 03: 29P Theresa R. Henson (206) 756-0370 P . 20 • t Data Point: 9 of SOILS Map Unit Name: _ J Pv.C.�(c4 5• C(cal, /ou rrl Drainage Class: J I Field Observations •favonomy(Subgroup): - Confirm Mapped Type? Yes I'rofileDescIlntion; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) IMunscll Moist) (Mansell Moist' Abundance/Contrast Rhi'osphcres.etc, 0-3 .S`t 9) ( n-rort / Ufie )11lJ .S«.nci jOarrl �J g Sy (re I I S u raj lok Hydric Soil Indicators: /t a ate_ cd- 10 to i stosol Concretions Histic Epipedon High Organic Content in Surface Layer Sullidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List _ Glcycd or Low-Chroma Colors Other(Explain in Remarks) Remarks: WETLAND DETERMINATION ltydrophytic Vegetation Present? Ycs 0 Hydric Soils Present? Yeses`• Is this Data Point Within a Wetland? Ycs No Wetland Hydrology Present? Ycs ► Remarks: 2-97IDATA.FRM/URII ili Jul -09-98 03 . 29P Theresa R. Henson (206) 756-0370 P _ 21 Data Point I O of a3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site- AJe s U 5 SW t q S Date; - a_j- 9 7 Applicant/Owner: LPN Arck. City Terl`io.� Investigator: TIC H Job # I1 -100_6 �o� County; knit 5_ State: tyA Have vegetation, sods, or hydrology been disturbed: e No Is the area a potential Problem Area: Ye No (If needed, explain on reverse.) VEGETATION QNjnl-rntatiaLSpccic Strata r %Cover Indicator Dominant Plant Species Stratum %Cover ]nslic tZ 1. to-kgI rot_n:cvoe tij N 3v F114 1, 2. Pc-km,14,4L ll;a Pill - 2. 3- 1^cc' cc rtt'1-crt.siS lc) F4CLA- 3. _ 1 4. 0 14)pf.cam 4t.S sp H 3 Q O 8 - 4, 5. _. 5. - - 6. 6. 7. 7. Percent of Dominant Species that are ORL, FACW or FAC (except FAC-). *-Dominant species. 5 Cowardin Classification: - Remarks: HYDROLOGY N4 Recorded Data(Describe in Remarks); Wetland Hydrology Indicators Stream, Lake,or Tide Gage _y Aerial Photograph Inundated Other _ Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: I (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: 1 (in.) _ Local Soil Surrey Data _ Other(Explain in Remarks) • Renfirrks: -Te 5 ?t il i ✓t s to ct I e !-.)/ Cc- c k ea-s` -re e , Jul -09-98 03 : 29P Theresa R. Henson (206) 756-0370 P . 22 Data Point: 10 of 2-3 SOILS i Map Unit Name: RA d e i- S�!'_J 1 C ir1 u /0 c r Drainage Class: J J �l Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes o Profile Description Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Munscll Moist) Abundancc/Contrast Rhizosphcrcs.ctc. 0-6 ', 5 Y cl J Q, A v vl12._ g rtt_tie I I u.a ck j lcD emi I lydric Soil Indicators: N ifistosot _ Concretions I listic Epipedon High Organic Content in Surface Layer Sulfidic Odor a. Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List ^, Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks: 13P /O u= rr 4 ct P. rise `749 A ►CQ • WETLAND DETERMINATION Hydropltylic Vegetation Present? Yes I lydric Soils Present? Yes e475, Is this Data Point Within a Wetland? Yes CO Wetland Hydrology Present? )res.7 No - Remarks: 4/tt r rues e= 2-97/t)A i'AFla1/112I I-trh Jul -09-98 03 : 30P Theresa R. Henson ( 206) 756-0370 P . 23 1 Data Point; J[ of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: i.".iJ AOe SW c S w I`ist4t 1.1" Date• 2- I I-4 > Applicant/Owner: APN Ars i• . City: lee/t'jdrt 1 Investigator: T214 Job #: 14 -1 00 6 -o'Z. — Comity: k CH g I State: wA Have vegetation, soils, or hydrology been disturbed: es No 1 Is the area a potential Problem Area; Yes No ' (If needed, explain on reverse.) _ . VEGI6TATION — .-�r a-,>uinant Plant Species Strattuu %Coyer Indicator Dominant Plant Species ,Stratum %Coy cr 1.icaior . FeS+ui,k Fn,`if.,ts;5 l_t 3D Ff. U I. , 2. 14groSq;s S?, (4 ?,p FPICu-Pil-elj 2. 3. Tr• "(0I, w r" h pnS fl '2__0 Py c Lk_ 3. 4, - 4, - 5 - 5, 6. - _ - 6. 7. 7. - - 8. 8. - - Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-). *-Dominantics. Cowardin Classification: _____ Remarks! HYDROLOGY - _ _)6 Recorded Data(Describe in Remarks): Wetland Hydrology Indicators f-)cl Vt.O\ _Stream,Lake,or Tide Gage k_Aerial Photograph • Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands _ Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: '1,7� _ (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: S u:i. 5 0; 1 S cj - XL" i' #)1 t ) ./. -{'c.)r- -- 3 li o•..vs , - .._-- Jul -09-98 03 : 30P Theresa R. Henson (206) 756-0370 P . 24 Data Point: I I of 23 Soils Map Unit Name: al e i- S+ )- C 1«y /Oc rr-t Drainage Class: ,.,— ✓ Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes go profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mansell Moist) (Mansell Moist) Abundance/Contrast Rhizospheres etc, 10 1 4/ - - f 14- LI c. Hydric Soil indicators-. Histosol _ Concretions _ Histic Epipedon _ High Organic Content in Surface Layer _ Suitidic Odor _ Organic Streaking _ Probable Aquic Moisture Regime ` Listed on Local Hydric Soils List R-•1. ins Conditions Listed on National Hydric Soils List X lcycd r Low-Chronta Colors Other(Explain in Remarks) • Remarks: 14 p e.K C cc U-eL w D►1 h a h d �l O`i co ; t AtO0.n , hv e Au5 -1-0 27 9-,v ,�lu�l2 h y d re/on Q��- ' WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes t Hydric Soils Present? i`I is this Data Point Within a Wetland? Yes 0 Wetland Hydrology Present' i"% Remarks: 2 97,1)M'&F'RM/TRH-trh Jul -09-98 03 : 30P Theresa R_ Henson (206) 756-0370 P _ 25 Data Point: )z of �3 I I I DATA FORM ROUTINE WETLAND DETERMINATION 1II Project/Site: L'h d A StJ 4 5 tv 1`1*4` Si- Date: _2 -Z I- 9 Applicant/Owner: L P , City: R e n'}o r� Investigator: TRH Job #: o06-o County: XI et 9 State __U14 Have vegetation, soils, or hydrology been disturbed: • No Is the area a potential Problem Area: No (If needed, explain on reverse.) - - VEGETATION 122itaanlyi,e,,s Stratum % Cover Indicator Dominant Plant Species Stratum %Cover Indicator I. !-7�5 « Pjaiergs.1 N 2 o F/1-cLA_ 1. • - 2. � rDd- ' sp. N -30 (k-f kJ 2, - 3, `iq U. 3.4, 4. _ 5. 6. -_ 6. - 7, 7, 8. . - 8- Percent of Dominant Species that arc OBL, FACW or F'AC(except FAC). *-Dominant species. , 3 3 Cowardin Classification: - - Remarks: HYDROLOGY Recorded Data(Describe in Remarks): Wetland Hydrology Indicators MO ►'�� Stream,Lake,or Tide Gage Aerial Photograph Inundated Other Saturated in Upper 12 Inches — No Rcoorded Data Available Water Marks Water Lines Sediment Deposits Field Observations_ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: .\ (in.) 12 Inches Depth to Free Water in Pit: (in,) Water-Stained Leaves Depth to Saturated Soil: t '? (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: {A ) I Q �E t '! 4) !- 3 l rS S�� S o, )S c& �- / 7 i I Jul -09-98 03 : 30P Theresa R. Henson (206) 756-0370 P. 26 i 1 - Data Data Point.: 1'Zof 23 j I I SOILS Map Unit Name: ! 04.c�t�` - S 13- �;a 1 C(Lr%1 Drainage Class: �, J J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes No . Profile Description; Depth Matrix Color Mottle Colors Mottle Texture. Concretions, I (inches) (Mansell Most) fM(unsell Moist) Abundance(Qpntrast Rhizosphcres_tar,. b—/ g 5 V 'i/ , . - . ityt,ot)1t{ gamely lo«(fi I lydric Soil Indicators: • Histosol _ Concretions _ Histic Epipcdon _ High Organic Content in Surface Layer _ Sulfidic Odor _ Organic Streaking _ Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List -( Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: a 5•p hid .- ✓tit, %P ClW I S a ; I I . , AX, `c`'�'4 •'l``��S WETLAND DETERMINATION I ty.drophytic Vegetation Present? Ycs o Hydric Soils Present? Is this Data Point Within a Wetland? Ycs No Wetland HydrologyPresent? Yes o Remarks: 2-97/DATA FRM/I'R1I4dI Jul -09-98 03 : 30P Theresa R . Henson (206) 756-0370 P . 27 Data Point: J i of 13 II DATA FORM ROUTINE WETLAND DETERMINATION .._ _. it Project/Site: Le d ed 4vt S S 5(.0 J? 51- Date: _2 -2.,I-y> Applicant/Owner: L.Qk) A rah - City: A'eillon Investigator: Tle N _ Job #: hc 1006 -0 Q. County: K iv?9 State: WA Have vegetation, soils, or hydrology been disturbed- Yes ` No Is the area a potential Problem Area: Yes No (If needed, explain on reverse.) _ __-. VEGETATION Dominant Plant cies Stratum, aver Indicator Dottlittant_Plant Spccic Strata. %Cover Indicator 1, reS1ea_ ?o'4115,,S l4 �p . PA-cLk_ 1. ______ 2. _. 2. 3. 3. I 4. _ 4. 5, - 5, --, - --._.�- 6. 6. - 7. 7 -- 8. 8. - Percent of Dominant Species that are 0131-, FACW or FAC(except FAC-). *-Dominant species. Cow•ardin Classification: y. Remarks: O p e/l 5 rt rt d 4/d 7 HYDROLOGY 4C Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream, Lake,or Tide Gage Aerial Photograph x Inundated _Other T Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: 9 (in.) 12 Inches Depth to Free Water in Pit: k (in.) _ Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: y0 X 3 0 ci L p"e 5 s ,,(-,,1c,) c+ - & v)/ -d-,'K r�'IS• .1... - ..... Jul -09-98 03 : 31P Theresa R . Henson ( 206) 756-0370 P _ 28 Data Point' 1 _of_1_3 SOILS — �., i Map Unit Name: CL 4 0A- S 1.1j C_1 ai t oa�.ilYl Drainage Class' i Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Ycs Profile Dcscriptton 1 Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Muascll Lloist) Abundance/Contrast ghizospheres,etc 5 y '1/ I tt‘ti s«victj Iv,Lryl ttvdric Soil Indicators: Ass,,,mas. v*`m,_ Q E- k.O ri Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) krise `k) c< < Remarks: }�P 'U� i�� c'� ` y� " y,, , Ab,c�C ��,•0�� --, 11 �,e.\` t7(• s G of WETLAND DETERMINATION _ _ llydrophytic Vegetation Present? Ycs CD Fivdric Soils Present? Yes 'WO Is this Data Point Within a Wetland? Yes No Wetland Hydrology Present? es) No _ - Remarks: Po�p.r1 o.1 cf e r:5 e Sv, 2.97.vATAu 1rrR1l4ih Jul -09-98 03 . 31P Theresa R. Henson (206) 756-0370 P. 29 Data Point ') of'2? DATA FORM ROUTINE WETLAND DETERMINATION - Project1Site: Li e' .Li) 4 SU I11 5'} Date: 2 -2 I - 9 7 Applicant/Owner: LPN A r . City: Re n e✓l. I Investigator: TRH Job 4: N - IOO 6- County: .e State: 14!4 Have vegetation, soils, or hydrology been disturbed: No Is the area a potential Problem Area: • No (If needed, explain on reverse.) - VEGETATION • Dominant Plant Specdes Stratum %Coler indicator pominant Plant Species Stratum °lam Cover indicator I.F44v,1N5 Tric�lU, k I0 F4(. 1. 2, Fe c« ,rr&'4tn5,5 I-I I F14 tU, 2. 3. Pnntn�vicell;vo'sc05,k fl 5 1'A (.- 3. 4, 4• - 5. 5. 6. 6. 7. 7. 8. 8. Percent of Dominant Species that are OBL, FACW or FAC(except FAC-)- *-Dominant species. 3 3 Cowardin Classification: - Remarks: C o &c A6-e COb 6 )e S 'l- I 0>1e r- 170 7a a.-( HYDROLOGY �( Recorded Data(Describe in Remarks): Wetland Hydrology Indicators •- Stream,I4ake, or Tide Gage Aerial Photograph jC Inundated _Other r Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: — (in.) 12 Inchcs Depth to hircc Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: ¢-i (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: U 0 X 2U , °� `- t"J/ 1 / // O wr�94 r CLe o•t c b l e q- cten5E ccyr ipacV ci Svi•/S Jul -09-98 03 : 31P Theresa R_ Henson (206) 756-0370 P . 30 • Data Point: / of 2-3 SOILS _ Map Unit Nanic: Pvl ck e S t 1 -) C!n,y /otit'►'7 Drainage Class: —J Field Observations Taxonomy (Subgroup)' Confirm Mapped Type? Ycs qo • Profile Description; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Murt$ClJ Moist) (Munsell Moist) AbJtndanec✓Contrast Rhizospheres,etc 5 0 ; f s 4-o e vi se { o c � c o e ss ck. Coocv A-4___ bble I � �(4z-e P c'$•t x CU"- S. Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sultidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Glcyed or t,ow-Chrorna Colors Other(Explain in Remarks) , / Remarks: t Q rVL- tlI Con c r _k et o u +ti T— no So � �S , ct` IuV7 e �ge o F [oytCe� � �4- 19 /C_ `fa Q -3 " o'r Sa,• e 0 so, !s ,�o r(e n s e sit!, c! WETLAND DETERMINATION liydrophytic Vegetation Present? Yes GOP Hydric Soils Present' Yes dicoIs this Data Point Within a Wetland? Ycs No Wetland Hydrology Present? cs No Remarks: pe,1riPt C aA Ltit_`l-e rub 1� p,c C.04cal& a 97/DA I A FRMTRII-trh Jul -09-98 03 : 32P Theresa R. Henson (206) 756-0370 P . 31 _ Data Point: 5of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: 4.,./IA Ave SuJ .i5W 1914' 51- Date: 2 -2l-47 Applicant/Owner: APN A-r_k. City: ReWhit vt Investigator: TR_11 .______1011.6 . County: tc ;nq State: WA � Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: Yes No (If needed, explain on reverse.) VEGETATION _� , _ �� _ — - - Dominant Plant Species 51tXltam %Cover Indicator Dominant Plant Specie Stratum %S:Q1er Indicator I. Fe c.4u r ci_ ?dt c1-6 4 )4 60 P,L 1. 2. , fo l:v,to rc 1x.its___Ii _O F-11 cut_ 2, 3. b3rv5iis S.?, N 1I r=4Ck-FAc4. 3. - - - 4. 4. .. - 5 5, 6. 6. 7, 7•— - 8 8. _ . Percent of Dominant Species that are 0B1., FACW or FAC(except FAC-). *-Dominant species. Cowardin Classification: _ —v u_s. . ..• Remarks'. HYDROLOGY Recorded Data(Describe in Remarks): Wetland Hydrology Indicators �, Stream,Lake,or Tide Gage Aerial Photograph inundated Other / Saturated in Upper 12 Inches No Recorded Data Available — Water Marks Water Lincs Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: f) (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: (1- 10" (in.) Local Soil Survey Data Other(Explain in Remarks) i,� ea_ _5t.i c�( t•L E%'-1 . ' c'f :LI' <<� Remarks: S u, !5 Sc�. rci '4 ri •c��+-t D - (U �, • A. 5 o S -i - ciP el SCE 4'•')LC. b e t e)>.J 1 0 ' ', GJ -2 u--( 'r p le. r c.1 d o rk__ c1.e ✓i 5 e S- ut b s , ) 'tu(r'62dYr.7 5t k4-e on. 7 - `� -_ Y ) ) 4- S d, /S rv ,v, 1 Ir1n iv 1I Jul -09-98 03 : 32P Theresa R. Henson (206) 756-0370 P _ 32 Data Point: /5 of 23 SOILS _, Map Unit Name: PA(s}ei S ; 14 t-( C lad 10C Drainage Class: _ J �.1 Field Observations Taxonomy(Subgroup) Confirm Mapped Type? Vck vipp Profile Descrinli .t� Depth Matrix Color Mottle Colors Mottle Texture, Concretions, Ui jiesl 1Mun$eIl Moist) (Munson Moist) Abumlanc_e/Contrast Rhi/oSt iit iSi.S.etc, a-Ip 5 y Li/ i .-- <<t_ilA j 1a0-IVv Hydric Soil Indicators: Histosol W Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor T Organic Strcalting — Probable Aquic Moisture Regime — Listed onLocal Hydric Soils List — Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors — Other(Explain in Remarks) Remarks: ,lJ P l oLo 10 " 9-0 et c2 rl f E 4 in --f; ‘ 1 50 15 ptse_Cocc� rush- f eg0Sct; 1��`NilcS l.!_rYt nc r.'� h y A�: < c k c,rc�.c l-Lc,ie.r',t.`�., cS WETLAND DETERMINATION IMININIIIIIIMIIIIMOMMIIMMIN Htidrophytic Vegetation Present? Yes il�dric Soils Present? s o Is this Data Point Within a Wetland? Yes 0 Wetland Hydrology Present? • No Remarks: 19 6c. 2-971Da-rA A RMrrlu loth Jul -09-98 03 : 32P Theresa R . Henson (206) 756-0370 P _ 33 Data Point. I L of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L;n d A%1 e S IJ ' SA-) t 4 Si- . Date: 2-Z►-'i 7 Applicant/Owner: L.PM A e tk City: Re rt'Fo 6._ Investigator: Te-I4 lob I H -1 OO 6 -0 2 County: lkil'tg State: t-✓A Have vegetation, sods, or hydrology been disturbed: es , No Is the area a potential Problem Area: es No (If needed, explain of reverse.)_ , VEGETATION Dominant Plant Spceics Stratum %_over Indicator Dominitit P1ant Boccie Stratum 0Ao Indicator 1.?qu1 i•s rc.is1,o. __. ,it L Pt}< I. - 2. Fecluca er--cceaS:s 1.4 O FA(lam. 2. 3, Ci-i;cu_s crcp r;�sk ID .i1r 3. 4, (4-�ro5'��S sp. H _ l U glIC4&-flock. 4. r.5. T 4 o\,.trn tic H S , Ff'} C u 5. 6 - 6. - 7. _. 7, - 8. 8. T Percent of Dominant Species that arc OBL, FACW or FAC (except FAC-). *-Dominant specics. C) . Cowardin Classification: __ _ - Remarks: HYDROLOGY - „, X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream,Lake, or Tide Gage . _K Aerial Photograph Inundated _Other x Saturated in Upper 12 Inches No Recorded Data Available Water Marks —" Water Lines Sediment Deposits Fick'Observations: _ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: l� (in.) 12 Inches Depth to Free Water in Pit: - (in.) _ Water-Stained Leaves Depth to Saturated Soil: a_-1-Sup{«<C-(in.) r Local Soil Survey Data O.5 `� Other(Explain in Remarks) `1 Remarks: Tv e 5 f, See r.,_'t-6A, - 1,n c i 0,J s J v7�i ScLT . v{ev ser Sv, I —.— Jul -09-98 03 : 33P Theresa R. Henson (206) 756-0370 P . 34 - Data Point: 16of 2 3 SOILS Map Unit Name! AlUP1- ` ! u C x iv"vvk Drainage Class: _ Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes Profile aciGriViotl; • Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) f Mansell Moist) iMunsell Moist) Abundance/Contrast t t o—B 5`i Li) 1 v.o i"-c_ _ s i. H. I o cx.wi -.- g-18 5`i LI) 0— rLpt , rtx_ 11.k:s S ► ( t I ck rn • Hydric Soil Indicators: NDat-( Q.A` 1- r) Histosol Concretions Histic F:pipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List • Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) t Remarks: ( v ` 1 beg )n s 3 e (I-- A e n se_ `� --- 5 WETLAND DETERMINATION I iydrophytic vegetation Present? Yes `• ap _ Hydric Soils Present? Yes 'o Is this Data Point Within a Wetland? Yes Wetland Hydrology Present? Yes "s Remarks; Av`i 50.4. a.`� -- _ to Wo,41 av'- .7xpe 't A T[L fuge.1 tc)C' ,i- ?71•14y S , - — - - --- - 247,Dnrn.FRMrrRH Jul -09-98 03 : 33P Theresa R . Henson (206) 756-0370 P . 35 Data Point; (7 of '.'3 -__ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site. i„,.!yic1 A✓e S C ) 4 5-c&) 19141 5+. Date: -21-97 Applicant/Owner. L.?1d fl t c( City: 2e rt'}e et Investigator: _ rR N- _ Job ii: } -10 0 6 -0 , County: k. i cs State: u'11 Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: e No (If needed, explain on reverse.) VEGETATION s_ in.LUDLPJ.ant Species Stratum %Cover Indicator Dominant Plant Spccues Stratum %Cover indicator I. rLs1-,,r.r0- ?r 1-e►L<,c H 2(.5 T iCLl 1. w.- 2, a-e L S cslon..QY,,-IQ.—.l _Q 0 1-,) ( LA 2. _ 3. /}�f�'s� s Sp. ti- 3f) cu-rgrty 3. 4. L. - 15u1Scaear ,LS N 2,.0 /J7 4. 5. - 5, 6. — 6. 8, - 8. _____ Percent of Dominant Species that are 0131., FACW or FAC(except FAC-). '-Dominant species. 2- Cowardin Classification: Remarks; HYDROLOGY Recorded Data(Describe in Remarks), Wetland Hydrology Indicators /k-1 v t4,& Stream, Lake,or Tide Gage - -X, Aerial Photograph Inundated Other Saturated in Upper 12 inches No Recorded Data Available Water Marks I Water Lines Sediment Deposits I Ficld Observations; i\-1 v - Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water; _ (in.) 12 Inches I a Depth to Free Water in Pit: (in.) Water-Stained Leves Depth to Saturated Soil: (in,) Local Soil Survey Data Other(Explain in Remarks) _ Remarks: I Jul -09-98 03 : 33P Theresa R. Henson (206) 756-0370 P_ 36 Data Point: /7 of'1._3 SOILS _ Map Unit Name: DA_t P 1— S i `'1 ..Iek /au Drainage Class: J J Field Observations Taxonomy(Subgroup): Confirm Mapped'i'ype'? Yes No Profile 2scription; . Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (incl (Munson Moist) (Munscll Moist) Abundance/Contrast Rhizosnhcros etc. Y _ _ - Baia A C._l Cl.. iLyel Vz«.e f _p 5 y 5/ j no— C (e_j /ori, m . Hydric Soil Indicators; _ Histosol Concretions Histic Epipedon _ High Organic Content in Surface Layer _ Suliidic Odor _ Organic Streaking _ Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List • _ Reducing Conditions _ Listed on National Hydric Soils List 4. Gleticd or Low-Chroma Colors _ Other(Explain in Remarks) Remarks; Pitt 6 act . ; 11 S -c r— p c 5Y- b Lk; 4 el c P ro p DS«1 . Reaii &ri !- 50; ) colors , - - WETLAND DETERMINATION _ I lydrophytic Vegetation Present? Y.s d3 . Hydric Soils Present? ,.;..kL ! Is this Data Point Within a Wetland'? Yes 41, Wetland Hydrology Present? Yes �`t:f ' Remarks: i''`'t vt.<' C o l a c.5.,c0( . 1 �, 2.97/DATAF RMaRli-tth Jul -09-98 03 : 33P Theresa R. Henson (206) 756-0370 P . 37 Data Point: j 8 of 1-3 __ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: i ei ii w i Rom' g_ Date: 2 -2-I-4-7 Applicant/Owner: LPN A r c_k , City: K e n'I-e n Investigator: Ti Jo - !i- I o o b- County, k i n j _ - State. LaA Have vegetation, soils, or hydrology been disturb-.• No Is the area a potential Problem Area: No (If needed, explain on reverse.) —. VEGETATION _ Dominant Pla Stratum %Cover adicator Do. iinant _ant Spcci ,Stratum %Cover Inr_slicator 1. f rc 4-u.c et p_tst.Y-crs;t I-I '70 P'l i t,t I. - 2. 49fvcs,S -4,p h ..D F'ACU-Ft eL) 2, 3, _ 3 - 4. 4. - 5, _ 5. _ 6. �- 6. _ 7 _ 7. _____ it. t— 8. ,, - Percent of Dominant Species that are OHI., FACW or FAC(except FAC-). a-Dominant species. 5 O 2c _ Cowardin Classification: Remarks: HYDROLOGY LRecorded Data(Describe in Remarks): Wetland Hydrology Indicators IU a N.(4._ _Stream, Lake,or Tide Gage - Aerial Photograph Inundated _Other Saturates in Upper 12 inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: t" U vkfL- Drainage Patterns in Wetlands - Oxidiz_cd Root Channels in Upper Depth of Surface Water: 1 (in.) 12 Inches Depth to Free Water in Pit; (in.) Water-Stained Leaves Depth to Saturated Soil: (in,) j Local Soil Survey Data Other Ex lain in Remarks) Remarks: .r..-` Jul -09-98 03 : 34P Theresa R. Henson (206) 756-0370 P _ 38 Data Point. le of 2 3 • SOILS I pcA ,-`' J .J/4_. ,t (I2t� /Occ.rvi Drainage Class: Map Unit Name; Field Observations Taxonomy (Subgroup): _ Confirm Mapped Type? Yes ?..'..o Profile Dcsc llQtion. Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inchal fMunscll Moist) (Mun$ell Moist) Abjjlulancc/Contiast Riiizosplteu llydric Soil Indicators: Histosol Concretions Histic Epipedon _ High Organic Content in Surface Layer • Sulfidic Odor , Organic Streaking �_ Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ _ Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors — Other(Explain in Remarks) Remarks: Rt• iYl etallq- S v ; 1 e__o r'v IN v`(: -6 l I /14.4( -e-4^, tk_ 1 etot3 6 " Sot is Jevtse vr% J ',1 WETLAND DETERMINATION �-L Hvdrophylic Vegetation Present? Yes o - _ Hydric Soils Present? Yes Is this Data Point Within a Wetland? Yes - •o Wetland Hydrology present? Yes Remarks: t-eft't4-0v6- 1,' 11 ca 1o,r , 2-97,DATA.t` rRti-trtr Jul -09-98 03: 34P Theresa R. Hanson (206) 756-0370 P . 39 Data Point: 17 of ?..3 _ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site; 1 e✓1 A f}J e S's S>•, Date; 2 -1 1-4 Applicant/Owner: )J Arc-k .. City: _(?enfen Investigator: rit tl Job#: 1-1 -t O o6 -O 2 County; k:n 5 State: wA Have vegetation, soils, or hydrology been disturbed: Yes No Is the area a potential Problem Area: Yes No (If needed,ex lain on reverse.) - VEGETATION - _ _ - Dominant Plant Spccips Stratum %C yer Indicator pominant Plant Species atratum %Cover Indicator . 1. r-tS+kccL ?rcAlj1S.5__1+ 5C Cu. 1. .,- 2. Ia\o?e,,,r.<S sp 14 30 013 L 2. 3 3. 4. 5. - —..._— 6. , 6. 7. 7. _ --- 8. -- 8.�-- Percent of Dominant Species that are Orin, FACW or FAC(except FAC-). *-Dominant species. ..a�0 Cowardin Classification: _ • Remarks: HYDROLOGY ` . Recorded Data(Describe in Remarks); Wetland Hydrology Indicators Stream.Lake,or Tide Cragc - - . Aerial Photograph L Inundated _Other ,_ Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks Water Lines Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands it Oxidized Root Channels in Upper Depth of Surface Water; 3. --1 (in.) 12 Inches Depth to Free Water in Pit: (in.) _ Water-Stained Leaves Depth to Saturated Soil: (in.) _ Local Soil Survey Data _ Other(Ex lain in Remarks _ Remarks: Po 11 \-e J t- zd-z r- a .l e K 1-e c a; 1 0k.4.rvt-ie.a1 )v S t4{ o 3 -- -9 7 f d-c 2 '` e V P Jul -09-98 03 : 34P Theresa R . Henson (206) 756-0370 P _ 4O Data Point: '`f of'L SOILS Map Unit Name: 7" 2L. S l7-`` C.ick )Oc�Y11 Drainage Class: J J ,J Field Observations Taxonomy (Subgroup): Confirm Mapped Type? Ycs No plolile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) fMunsell_Moist) (Mllusell Moist) Abundancc/Contrast RItizospheres. etc. 0_ (U 5y y/ 5 ; w/r{ ,a. Hydric Soil Indicators: _ Histosol _ Concretions lfistic Epipedon _ High Organic Content in Surface Layer _ Sulfidic Odor _ Organic Streaking _ Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List _ Glcycd or Low-Chronta Colors — Other(Explain in Remarks) Remarks: 5 `i-c7 be low 10 t i 'skQ.WI t1-4110- {-‘. t I C r. u'(5 WETLAND DETERMINATION H}drophytic Vegetation Prescnt? Yes (ZIT) Hydric Soils Present? CW5 Is this Data Point Within a Wetland'? Yes C No Wetland Hydrolo Present? es_> No ` r Remarks It`� w ��c�It ci etM1�c&. , 5 /t�.�C //Ou) d e e 1,e Ls ;b O � ��zl�ac� \\S . 1 lcrc1tl.c1 wu`kr— � vk -I Svc IS , 5 � 1 C O I U n(i f Y l i c�1C �. �4 i „!'c_ C� ! rNQ K4 S `t{ CU µl Nt(14411T LO tU vrf. 2-97/UATA IC\i/LRll-Jii Jul -09-98 03 : 35P Theresa R. Henson (206) 756-0370 P . 41 Data Point: 2.v of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: / ' is 4iJe. S L.) 4 S w 191f S}. Date: 2- .Z.1-47 Applicant/Owtter; LPN - City: _E. A i oar Investigator: TR N Job# i - 1064 -02 County: k,'n5 State: wq Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: e No (If need lain on reverse.) _ VEGETATION Dominant Plant Si2ooic5 ,,Stratuml %C v r Indicator Dominant Plant Species alratum `Y4 Covet Indicator1, FeS-I-.-,.ccL p:,,,Jexs,f - i rk Cik 1. 2. h5risi0 c SI, 14 -50 61-4_1-�l4ciJ 2, 3, Du CAI i;S Foo.ce r.-_`I-a -1 10 ALUl 3. 4, nwr t.is -- t9 -al 4. 5, _ 5. 6 6. 7, 7, 8. - 8, Percent of Dominant Species that are OBL, FACW or FAC(exceyt FAC-), '-Dominant species. 2-5 ya__ Cowardin Classification: - Remarks: HYDROLOGY - Recorded Data(Describe in Remarks): Wetland Hydrology Indicators 00 A-�. - _Stream, Lake,or Tide Gage - - - - 4.Aerial Photograph Inundated _ Other Saturated in Upper 12 inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: /J O"* Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: r Jul -09-98 03 : 35P Theresa R. Hanson (206) 756-0370 P _ 42 Data Point: to of 23 - SOUS -- Map Unit Name: 1►ik.t11✓� S i1/4.)�{l C-te�{ )Uc-kol Drainage Class: JJ J J Field Observations Taxonomy(Subgroup): _ Confirm Mapped Type? Yes 4100 - ale Description: Depth Matrix Color Mottle Colors Mottle Texture,Concretions, (finches) (Mansell Moist) 1Mwtaol1 Moist), A ncc/cQytrast Rhizospheres,etc. a-. 5 3) 1 tr:1- Ily s<<,1c.\1 10 a>n ii Hydric Soil Indicators: iU o vtp. r st p a _i cl ei,i- 1.v Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List •- Reducing Conditions Listed on National Hydric Soils List • Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: j O , ) S �j A e?Is e. 9 ck k �...d v 6 " WETLAND DETERMINATION ......-- _ Hydrophytic Vegetation Present? Ycs �Lo Hydric Soils Present? Yes giDIs this Data Point Within a Wetland? Ycs -t' o] Wetland Hydrology Present? Ycs 7 Remarks: 2-97/DATAFKM/ RH-rh 1 Jul -09-98 03 : 35P Theresa R. Henson (206) 756-0370 P . 43 Data Point: ?_1. of 2.3 DATA FORM ROIJ7'INIi WETLAND DETERMINATION Project/Site: L;nd A S f S w I9 tk S'f Date: 2 ` z 1M9_7 Applicant/Owner: LP A) A-rL City: n'}an Investigator: TAN Job #: H -I o06-0� Cotunty State: WA Have vegetation, soils, or hydrology been disturbed: 0?"-/ No Is the area a potential Problem Area: No (If needed, explain on reverse.) VEGETATION Dominant Plant Species Stratum °le Coves jndicAtQr potninant Plant Species Strattul yet lctd�ca�r 1. %.? 3 to f f ck-P40,3 1. 2, Fc-c cti Q Fl4L.Lt, 2, 3, f�t�rv� cord RrnS 1+ to FIlckJ,- 3, 4, fi '14 Z_O /V i 4, 5. 5. 6. 6. 7, 7. 8. - 8. Percent of 1ominant Species that are OHL, FACW or FAC(except FAC-). *-Dominant species. 2 �_p_ _ _ s _ Cowardin Classification: ._ Remarks: HYDROLOGY Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream,Lake, or Tide Gage ,(Aerial Photograph Inundated _Other �. Saturated in Upper 12 Inches _ No Recorded Data Available Water Marks Water Lines y Sediment Deposits F Observations:Field Obseations: Drainage Patterns in Wetlands _ Oxidized Root Channels in Upper Depth of Surface Water: (in,) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: /7- (m (in.) . Local Soil Survey Data Other(Explain in Remarks) 1f Remarks: re.`Eurr 5 ; o .1 3 — 97 , Ste, ` 5CkYr.Ct '41�� Jul -09-98 03 : 36P Theresa R. Henson (206) 756-0370 P .44 Data Point 21 of .23 SOILS_ Map Unit Name: L4- S ) yy c.Lc lock rr( Drainage Class: J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Ycs.- No t'r�fil�Description; Depth Matrix Color Monte Colors Mottle Texture, Concretions, finches) gvlunscll Moist) (Mansell Moist) Abundance/Contrast f hi74sphcres,e1� +/ Hydric Soil Indicators: ho n-e e y_p c'c ( a-'- I Hietosol Concretions Histic Rpipcdon ,_ High Organic Content in Surface 1,aycr Sulfidic Odor — Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) ( / Remarks: 5'�., I s i-zs A 00 c e. `� A i) .�e r WETLAND DK fERMINATIION Hydrophytic Vegetation Present? Yes Hydric Soils Present? Yes o Is this Data Point Within a Wetland? Yes o Wetland Hy-drolo y t>resent? es 9)7 _ Remarks: rum P�r pc-.4„ .4,.• /d-ZY d ekli 2-97/DATAFR!WI IUt4fi Jul -09-98 03 : 36P Theresa R. Henson (206) 756-0370 P . 45 Data Point: ,Z 2pf 2.3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: (.1 elA A LI e S id f s w lylk_s'f. Date: 2 -Z.I-4 7 Applicant/Owner; I P Ai A-r'0 , City: Rc!1 i-o vt Investigator: TRH _jQb#: , 1)- 1006-0 2 County: k i vt L State: WA Have vegetation, soils,or hydrology been disturbed: •n No Is the area a potential Problem Area: - No (If needed, explain on reverse.) _ _ VEGETATION i - Dominant Plant Species Stratum %Covcz Judicator Dominant PJnL.Species Stratum %Q yei Indicator 1. P1uluc +ric ko. ,i}t Ptl-C 1. . 2, Fe c a ?rai-tnshS ) '3n FAcu 2. 3.A„c411,5 glu ervi. l-a, hI [A c LA- 3. 4. Autcsf 1 c c _9_tZ r19cu-F?kt. 4. ' S S 6, 6, 7. 7. ' 8. 8 t. Percent of Dominant Species that are 0131.., FACW or FAC(except FAC-). *-Dominant species. Cowardin Classification: —, _ _ Remarks: HYDROLOGY _ _ - X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators „Stream, Lake,or Tide Gage Aerial Photograph _ Inundated _Other Saturated in Upper 12 Inches . No Recorded Data Available _ Water Marks Water Lines i Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: ___X_ (in.) 12 Inches Depth to Free Water in Pit: (in.) _ Water-Stained Leaves - Depth to Saturated Soil: a `.'L (in.) T Local Soil Survey Data ,1 Other(Explain in Remarks) Remarks: be.10,,.E 2 .So I s no S -' - .r e e cl Re.`1..._rruI q i'l. _ on 3 — —f> Ai0 CA. 5v; Is T Jul -, 09-98 03 : 36P Theresa R. Hanson (206) 756-0370 P . 46 • Data Point: 2Zof 13 SOILS _ — — . Map Unit Name: ,T rsQ1/41' S 11- 1 L lc�. CO c rr\ Drainage Class: _ Field Observations Taxonomy(Subgroup): _ _ Confirm Mapped Type? Yes `o riffac C7csc:riPlialli Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munscll Moist) (Munsell Moist) Abundance/Contrast Rhi osphcres,etc. o_y c`i I/ t 11.0 va__ — �_ (\r�tie.i k Eck-4 V �o t k.o'1 q /n ` J `1 - 1 5 y `1/ c_ �wYL2 5 fl*- 11 5c1..nc` locknl Hydric Soil Indicators: Histosol _ Concretions _ Histic Epipedon ,_ High Organic Content in Surface Layer Sulfidic Odor ,_ Organic Streaking _ Probable Aquic Moisture Regime Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List I Gleyed or Low-Chroma Colors a _ Other(Explain in Remarks) KeM AAA`F 11 Remarks: *0 ek �� low So� �S � � ��S e. F, 1k SD, 1 WETLAND DETERMINATION �� T - _ — Hydrophytic Vegetation Present'? Ycs OP Hydric Soils Present? Ycs eiP Is this Data Point Within a Wetland? Yes, o Wetland I lydrology Present? Yes L o Remarks; P Q Nat'l n 2-97.DATAFRM I RH-trh LuP .q . t►► ,sw -14 , Ec-r (t3) LEVEL I DRAINAGE ANALYSIS FOR LIND CORPORATE PARK RENTO N, WASHING OUR JOB No. 6045 JULY 17, 1997 T. • 1 u c ',vsL✓ PREPARED BY: BARGHAUSEN CONSULTING ENGINEERS, INC. L7j;\,10.),% 18215 72ND AVENUE SOUTH ,,, KENT, WASHINGTON 98032 ;. , � (,� (425) 25 I -6222 �'� • 28146 Q ,o $.SslONAI.ENG I EXPIRES 4/3/ti,i3 DOWNSTREAM DRAINAGE ANALYSIS Storm drainage runoff from the project sheetflows from north to south and is collected at two low points along the south property line by two existing catch basins. These two catch basins are located behind the road improvement and collect runoff from the existing site. The catch basins are protected by a silt fence buffer and discharge runoff to the existing 60-inch diameter storm tightline system along S.W. 19th Street. The existing 60-inch diameter tightline system along S.W. 19th Street travels westerly toward the intersection of S.W. 19th Street and Lind Avenue S.W. From the intersection of S.W. 19th Street and Lind Avenue S.W., the 60-inch storm drain travels due west approximately 1,100 lineal feet in a 60-inch reinforced concrete pipe system. It discharges at this point into a well defined 6- to 10-foot deep vegetated ditch that appears to be approximately 5 feet wide with 2 to 1 side slopes. At a point approximately 200 feet west, the flow enters a 60-inch corrugated metal pipe which conveys the drainage due westward approximately 100 feet into Springbrook Creek where it is discharged. 6045r.001 1 ' ' tTn 13,7H'y ST A �I I. 18 ,u„r�Z,�� a a. . 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MORRIS AVENUE SOUTH WORTH AVE' rnr-r lo SOUTH ji a' 0 P 01 -rol MORRIS AVENUE IS 8 tt rnm --1 8 q 0 ! . 1) o 1 m\ni D3 SMITHERS AVENUE S rn q 1 CI c/o fll Ill 7:1 M M Ill \ , ..., W1L1..1AMS AVENUE S , ..c., dIIUUIIIIf II NATIONAL FLOOD INSURANCE PROGRAM NATIONAL FLOOD INSURANCE PROGRAM 1 FIRM FIRM ,; ,i, FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP 1. KING COUNTY, KING COUNTY, i, WASHINGTON AND WASHINGTON AND INCORPORATED AREAS INCORPORATED AREAS PANEL 979 OF 1725 PANEL 978 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) (SEE MAP INDEX FOR PANELS NOT PRINTED) 1 r CONTAINS: 3 CONTAINS: COMMUNITY NUMBER PANEL SUFFIX COMMUNITY NUMBER PANEL SUFFIX KENT.CRY OF 530080 0978 F ` KENT.CRY OF 530080 0979 F RENTON,CITY OF 530088 0978 F KING COUNTY. .1 TUKWILA CITY OF 530091 0978 F , UNINCORPORATED AREAS 530071 0979 F S RENTON,CITY OF 530088 0979 F >. 0 : r I <, I 1 MAP NUMBER MAP NUMBER 53033C0979 F 53033C0978 F ,�� MAP REVISED: �ce...,,�F MAP REVISED: �� . . , MAY 16, 1995 . o,'s t, MAY 16, 1995 4 1 . ;. rr a 1. s' 2 r Pie" !C.oF? , ,t,c a'v 4..-1A11.1tr'",...r r,.;,) Federal Emergency Management Agency —I Emergency Management Agency , r - oaec noun t 3V 1Ion In reel 1 • • ,_'��j! qY7 i r,G�{ K r kYs TX—' _r. 1T ,lI 7' 1 br >:.7; ■ +-- 1r- t i j'•i l w, i r-1`b itw3 'S s lw '°� ".•.a+(t1 ,,,• y • rI `'K ii,f, 1 �. �` 1' ,. • ` r�'� \ �? �k. lt< z �+ Y I r YYYY • �!1'' � i 'IT sp;X;t `.''c� .z'n�'v�r"��t? „' ; � I n � ''+�' �r ItL:• •%...! ``i 1�'1. 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':g4tik.. 1 1 6 4PrlitiPla r. . •*-- t! • II i/ t i ,INtli. .. . -. _ ; t 1 , , la f gm vs ,'`"'1111 Tt' i 1. « 111 i. .- 1 2 V , ' .c -•Vmbered wetlands, except those with artW� etlands 0 MS Wetlands DUWamish -- "b•• designation are included in the 'aunty Wetlands Inventory- The is of wetlands designated "a" have r.o Open Water ..••7•t7 trifled on the site by a variety of 3' 'A!i i_ , Wetlands designated •b•• are map- - g 14 ped in the U.S. Fish and Wildlife Service Basin Boundaries National Wetlands Inventory but their Inca- u S..1b lions have not been field verified. _ .Sub-basin Boundaries -'..c' If There may be gaps in the numbering se- `��• quonce with,.. Individual drainage basins. r. 1,!.r_-, ,-.t..-/4.t.?..,.'...: •,-4-f: , ,,,,,,.,,_,A . . , ..4.• - _. vrtil,, ti 1 1-1 [-.:,; : ,i. _,12__ 11 e •t •t •> • I ' • , +fx t I 1 1 -I�. , c ^y l I,. . .;: GIs t 1 • , - I rJv fAti, fil. ,i I 1•1... t, ‘-• 1 F: - z:. 4".:,i ' 1-'' ‘..1.4 tit r iik6 •i.h.„,. , ..,, . ilk ''1 lk-'' ,>ti',' �11 • - •;I.).,y�;�.�).� `S �... i ,: i1a -,r- :- .,.41111 iii4--.'--.1'1' 1 . , .. , .. .., . .. . 1., . ,:1 �/f •1�'^=I/■fha • �a '.. YC . . i- ,. y�wn.. ` a-•,. '•- ,: t ! jj:1i1111 �;�!{� y, {It 1 ji4 ... -• -., t.,-. ......i., 4.4",,,,„isi: . ...i.. _.,,t5-Lt....! .. /1 CM . 1:1.1:1 it'f:',-1 ' ', - .--;--. 7i I'9 j=S•` C ' pulosi, ,esiticil IF e , - 4\ .... • y \ Ng ^ ' 1,L J1 ?' ,i dal t: \• w .—... I l ��.. :, , • 7 • i,..-- ....,, .-. \-.,...--,. • -.. . .,-,4^17- :.1,.„.• . -, •=0. L,..0.',.,,, z _ft. . ... ..,..A\l/ Plig ir irielallikl - wit' , , ' w' \,. .'I , .L ,.-J i4 Muir M• u., • 'A•• a'" ,\ .jp,',.•-'�+•,.j-`y'63) �,, —eai . 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Year Floodplains Class 2(perennial;salmonid Y` �ls use undetermined) H y ,e Class 3 .,Kr' ly_io' 100-Year Floodplalns — — Unclassified 6..�� I 4 • ,-;t_ Q •‘., , WIIA 40. i '` • Q laierak, .-„4-- . 1111100,411104i11,' , ,•It'.,' n, ... :r it•-• - ad , X! ' e r.y� '� ' e ,.. ::.", .A#/alial Clad ./..''' ‘4. .\..11111°11) ' -; alL I I II• ••.:fi ...i' ir,f7.:.•' , i7.1)14..11.f...'t -.- ' • rall!-!.1 '; .SOP Mina weiraram:. I ^;�. ,iiirw �p �, •• • ,• -� •.� , ,: J,-. / •,?,, ..!,s., .le e.<,.. l %'LHawl 1 .ill� ) i/ if_ a ®q�q girl 11kligi . . f•, , .,. r rg;,,--(.'01111,," ...Nogy a ,.._ . ..., , ...„.,„ ., ., , „....,....„, ,.._,_ . .. ..,. . ,, L— `,.. :1- rail . t.....ims.f, ••-:-. F,‘,.. `a �..�II , ^ ^C�,. .� .,. 1.. v `-fir /�`i r._ w M � as kk ��t y 1 ras •al -• '.71 r. Ili iii 1 Z •:..L s.- 11 J 44 - l5. .•;_w '.',, y... - r,1.0--pi iii,,p ' 1�'r� ' 4414' • Mlic : 'hi - 1 ' 1 /i 'tw 11, • .77. �� a• - �01�1111/11 lall •r tA�, ,•-� , -.. . 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GIs®rtl0ii �'® �I • ; �,� n�aI tr ��p m ,� 1 „� d!•, ':I -. ri, 010,,..ify„,isz • ' -' A./G� � 'J h t `oar' „, ., _- WIII1 ��' by« `•At sr/111 a+.�!alb _ : J - 1.:i; ;, ;<}�=oire tr yiu �...,_„ ® I ?t �r��' �wllt►��lopowsuasighs.41 . . . , - 1 I �1�1i � ,o e '! 4,Vi1. - g'� ii4avi nue - t .. • �t ' `11�.+►�Il i� 4 i� .. 1 III— ! all - -c cOal mines have had additional min- Coal Mine Hazare °UWamish ling since the most recent map was tiled with W the Washington Department of Natural Re- • . .. • sources. Any development that occurs Air eas •' 2«_7'1 . adjacent to these areas should be preceded by a thorough study to confirm or deny the � ,14' existence of additional subsurface tunnels. 9 f� lie.' 5...10 J 6it p,-- . . • . ._ . 0:....0-. e 7144:-2.:•; . . ., ,. . • Its ..,;:- -........,.... -----N No -.;:_ �•, III �:.• o i voir4 YL---1. .. Wo — .......,',7, .: • / 6' 1 I I i."i- \GOI f C curse I I ` = £�\ A ��:• Sew pRTNE - d )---1......... % III • :\ ---•. .0 pis•• ��. S'� 1�• Ur • • I I � 11C11I1I•• ` g :� � 1 1 AgD 20 K kil••:: ; —II /Ilk t,-* 1 : ; : . :... ' t' • C I Pu ., • \� 1 �l ^1 I1 .\-- BeC I+ J n —,IF :- F� Ur ` •I It• I Ago 1 Wo _ I 1 i • .r Track , �J U Ih -i � . i • /'ima lb 1 I I C7 R:; rvoi, ,-= 7- iiiii r ;..•:. ' i- - 0 me .. . . 14 So Tu i • y • WO ( of u 1 --25 :0' QBM203 29 • • , �• 169 AgC • Py IWo Ur s ' ■� / r Tu t i r �' r — - KING COUNTY SOIL SURVEY MAP 1" = 2000' GUIDE TO MAPPING UNITS--Continued Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol Re Renton silt loam 26 IIIw-1 75 3w1 Rh Riverwash 27 VIIIw-1 78 --- Sa Salal silt loam 27 IIw-1 74 201 Sh Sammamish silt loam 27 IIw-2 75 3w1 Sk Seattle muck 28 IIw-3 75 --- Sm Shalcar muck 29 IIw-3 75 --- Sn Si silt loam 29 IIw-1 74 201 So Snohomish silt loam 30 IIw-2 75 3w2 Sr Snohomish silt loam, thick surface variant 31 IIw-2 75 3w2 Su Sultan silt loam 31 IIw-1 74 3w1 Tu Tukwila muck 32 IIw-3 75 --- Ur Urban land 33 -- --- Wo Woodinville silt loam 33 IIw-2 75 3w2 1/ the composition of these units is more variable than that of the others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Other information is given in tables as follows: Acreage and extent, table 1, page 9. Town and country planning, table 4, page 57. Engineering uses of the soils, tables 2 and 3, Recreational uses, table 5, page 64. pages 36 through SS. Estimated yields, table 7, page 79. Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol AgB Alderwood gravelly sandy loam, 0 to 6 percent slopes 10 IVe-2 76 3d2 AgC Alderwood gravelly sandy loam, 6 to 15 percent slopes 8 IVe-2 76 3d1 AgD AldeTwood gravelly sandy loam, 15 to 30 percent slopes 10 VIe-2 78 3d1 AkF Alderwood and Kitsap soils, very steep 10 VIIe-1 78 2d1 AmB Arents, Alderwood material, 0 to 6 percent slopes 1/ 10 IVe-2 76 3d2 AmC Arents, Alderwood material, 6 to 15 percent slopes 1/ 10 IVe-2 76 3d2 An Arents, Everett material 1/ 11 IVs-1 77 3f3 BeC Beausite gravelly sandy loam, 6 to 15 percent slopes 11 IVe-2 76 3d2 BeD Beausite gravelly sandy loam, 15 to 30 percent slopes 12 VIe-2 78 3d1 BeF Beausite gravelly sandy loam, 40 to 75 percent slopes 12 VIIe-1 78 3d1 Bh Bellingham silt loam 12 IIIw-2 76 3w2 Br Briscot silt loam 13 IIw-2 75 3w1 Bu Buckley silt loam 13 IIIw-2 76 4w1 ' Cb Coastal beaches 14 VIIIw-1 78 --- Ea Earlmont silt loam 14 IIw-2 75 3w2 Ed Edgewick fine sandy loam 15 IIIw-1 75 201 EvB Everett gravelly sandy loam, 0 to 5 percent slopes 1S IVs-1 77 3f3 EvC Everett gravelly sandy loam, 5 to 15 percent slopes 16 VIs-1 78 3f3 EvD Everett gravelly sandy loam, 15 to 30 percent slopes 16 Vle-1 77 3f2 i; EwC Everett-Aide rood gravelly sandy loamy, 6 to 15 percent Y 41 slopes 16 VIs-1 78 3f3 f InA Indianola loamy fine sand, 0 to 4 percent slopes 17 IVs-2 77 4s3 InC Indianola loamy fine sand, 4 to 1S percent slopes 16 IVs-2 77 4s3 InD Indianola loamy fine sand, 15 to 30 percent slopes 17 VIe-1 76 4s2 KpB Kitsap silt loam, 2 to 8 percent slopes 17 IIIe 1 75 2d2 1 KpC Kitsap silt loam, 8 to 15 percent slopes 18 IVe-1 76 �d2 KpD Kitsap silt loam, 15 to 30 percent slopes 18 VIe-2 78 2d1 KsC Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIs-1 78 3f1 Ma Mixed alluvial land 18 VIw-2 78 2o1 1 NeC Neilton very gravelly loamy sand, 2 to 1S percent slopes 19 VIs-1 78 3f3 Ng Newberg silt loam 19 IIw-1 74 2o1 ! Nk Nooksack silt loam 20 IIw-1 74 2o1 No Norma sandy loam 20 IIIw-3 76 3w2 1 Or Orcas peat --- 21 VIIIw-1 78 --- Os Oridia silt loam 21 IIw-2 75 3w1 1 OvC Ovall gravelly loam, 0 to 15 percent slopes 22 IVe-2 76 3d1 1 1 OvD Ovall gravelly loam, 15 to 25 percent slopes 23 VIe-2 78 3d1 OvF Ovall gravelly loam, 40 to 75 percent slopes 23 VIIe-1 78 3d1 I Pc Pilchuck loamy fine sand 23 VIw-1 78 2s1 ± Pk Pilchuck fine sandy loam 23 IVw-1 76 2s1 l Pu Puget silty clay loam 24 IIIw-2 76 3w2 Py Puyallup fine sandy loam 24 IIw-1 74 2o1 RaC Ragnar fine sandy loam, 6 to 15 percent slopes 2S IVe-3 77 4s1 RaD Ragnar fine sandy loam, 15 to 25 percent slopes 26 VIe-2 78 4s1 RdC Ragnar-Indianola association, sloping: 1/ 26 -- --- Ragnar soil -- IVe-3 77 4s1 Indianola soil -- IVs-2 77 4s3 RdE Ragnar-Indianola association, moderately steep: 1/ 26 -- --- Ragnar soil -- VIe-2 78 4s1 Indianola soil -- VIe-1 77 4s2 U. S. GOVERNMENT PRINTING OFFICE.1973 0-468-2 LOA •98- till sw-N Lf SUPPLEMENTAL NO. 1 .•'.mac First American Title Insurance Company REGIONAL COMMERCIAL DIVISION 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WASHINGTON 98121-9977 COMMERCIAL TITLE OFFICER: KATHERINE I . LEICHT PHONE : (206) 728-7234 COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE : (206) 615-3257 COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE : (206) 728-7229 FAX NO . : (206) 448-6248 SUPPLEMENTAL REPORT OUR ORDER NO . 380741 YOUR LOAN/ESCROW NO. NONE TO : MARRIOTT INTERNATIONAL 601 UNION STREET, #5300 SEATTLE, WA 98101 ATTN: ANDY LAYTON ,. CC : MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE, JL1 1 v DEPT 51/514 . 01 WASHINGTON, DC 20058 t' '^ ATTN: PAULA MAHRENHOLZ • � CC : MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE, DEPT. 52/923 WASHINGTON, DC 20058 ATTN: DORTHY INGALLS CC: MARRIOTT LODGING 3130 SOUTH HARBOR BLVD . SANTA ANA, CA 92704 ATTN: BRAD URIE CC : BRIAN CAVE, LLP 2800 NORTH CENTRAL AVE, SUITE 2100 PHOENIX, AZ 85004 ATTN: DEREK L . SORENSON, ESQ THE FOLLOWING INFORMATION AFFECTS THE TITLE TO THE PROPERTY COVERED BY OUR REPORT, BUT IS NOT INTENDED TO REPRESENT A COMPLETE REPORT TO DATE : (CONTINUED) SUPPLEMENTAL NO . 1 CONT. ORDER NO . 380741 A. PARAGRAPH NO (S) . 8 AND 9 HAS BEEN AMENDED TO READ AS FOLLOWS : 8 . TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN SHORT PLAT NO. LUA-97-032-SHPL RECORDED : JULY 9 , 1997 RECORDING NO . : 9707099006 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS , A COPY OF WHICH IS HERETO ATTACHED. EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT PLAT: FOR: COMMON ACCESS AFFECTS : SOUTHERLY 55 FEET 9 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: JULY 9, 1997 RECORDING NO . : 9707090558 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: UTILITIES AND UTILITY PIPELINES AFFECTS : EASTERLY 17 FEET OF LOT 5 , WEST 11 FEET OF LOT 4 , AND NORTH 22 FEET OF LOTS 4 AND 5 . DATED: JUNE 25 , 1998 AT 8 : 00 A.M . Li4dtt TITLE OFFICER t. • First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800, Seattle, WA 98121 Phone: (206) 728-0400 or (800) 826-7718 TO: MARRIOTT INTERNATIONAL ORDER NO. 380741-5K 601 UNION STREET #5300 REF: NONE SEA11LE, WA 98101 ATTN: ANDY LAYTON Commitment For Title Insurance Gr, ISSUED BY J�'! 1 -,3 First American Title Insurance Company ��.`. Agreement to Issue Policy FIRST AMERICAN TITLE INSURANCE COMPANY, herein called the Company,for a valuable consideration,hereby commits to issue its policy or policies of title insurance,as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of premiums and charges therefor,all subject to the provisions of Schedule A and B to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this Commitment or by subsequent indorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six(6)months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF,the Company has caused this Commitment to be signed and sealed,to become valid when countersigned by an authorized officer or agent of the Company,all in accordance with its By-laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." .,.,�+4-71.wtkgi First American Title Insurance Company � _ .0. I`��✓ '`';� g $ -- u 7 BY PRESIDENT k $EPIEI BER ;,•. - BY17 / S rf . •• •• 11�[ YYY ASSISTANT SECRETARY ��. C.d 1• j ` si\V Page 1 First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800 Seattle, Washington 98121 (206)728-0400 / Fax (206)448-6248 Toll Free 1-800-826-7718 Order No. 380741-5K REF: NONE COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE: (206) 728-7229 COMMERCIAL TITLE OFFICER: KATHERINE I. LEICHT PHONE: (206) 728-7234 COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE: (206) 615-3257 FAX NO.: (206) 448-6248 SCHEDULE A 1. Effective date: May 26, 1998 at 7:30 A.M. 2. Owners proposed insured: MARRIOTT INTERNATIONAL, INC., A DELAWARE CORPORATION 3. Policy/policies to be issued: Amount Premium Tax Standard Owner's Coverage TO FOLLOW Easement Coverage $ 40.00 $3.44 4. A fee simple interest as to Parcel A and an easement interest as to Parcel B in the land described in this commitment is vested, at the Commitment date in: S.W. 19TH LIND L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY 5. The land referred to in this commitment is described in Schedule A-2. 6. ABBREVIATED LEGAL DESCRIPTION: Lots 4-5, SW 19TH LIND SP LUA-97-032-SHPL, Rec. 9707099006. 7. Tax Account No(s). 334040-3325-07 & 334040-3334-06 Page 2 SCHEDULE A2 Order No. 380741-5K DESCRIPTION: PARCEL A: LOTS 4 AND 5 OF S.W. 19TH LIND SHORT PLAT NO. LUA-97-032-SHPL, RECORDED UNDER RECORDING NO. 9707099006, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: EASEMENT RIGHTS GRANTED PURSUANT TO THAT CERTAIN DECLARATION OF EASEMENT GRANTED BY THE AUSTIN COMPANY, RECORDED UNDER RECORDING NO. 9707090557. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Page 3 SCHEDULE B - SECTION 1 Requirements The following requirements must be met: 1. Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. 2. Proper instrument(s)creating the estate or interest to be insured must be executed and duly filed for record. Conditions and Stipulations 1. The term"mortgage",when used herein,shall include deed of trust,trust deed,or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect,lien,encumbrance,adverse claim or other matter affecting the estate,interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company,or if the Company otherwise acquires actual knowledge of any such defect,lien,encumbrance,adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly,but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith(a)to comply with the requirements hereof,or(b)to eliminate exceptions shown in Schedule B,or(c)to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions,exclusion from coverage,and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage,whether or not based on negligence,and which arises out of the status of the title to the estate,interest or the lien of the insured mortgage covered hereby or any action asserting such claim,shall be restricted to the provisions and Conditions and Stipulations of this Commitment. NOTE: Effective January 1, 1997,and pursuant to amendment of Washington State statutes relating to standardization of recorded documents,the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. FORMAT: Margins to be 3" on top of first page, 1"on sides and bottom, 1" on top,sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 1/2"by 14". No attachments on pages such as stapled or taped notary seals;pressure seals must be smudged. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: Title or titles of document.If assignment or reconveyance reference to Auditor's File Number of subject deed of trust. Names of grantor(s)and grantee(s)with reference to additional names on following page(s),if any. Abbreviated legal description(lot, block,plat name or section,township,range and quarter section of quarter section for unplatted). Assessor's Tax Parcel Number(s). Return address,which may appear in the upper left hand 3"top Margin. Page 4 SCHEDULE B - SECTION 2 General Exceptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easements or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (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, whether or not the matters excepted under (a), (b), or (c) are shown by the public records; (d) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate, interest or mortgages thereon covered by this commitment. Page 5 SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS Order No. 380741-5K 1. LIEN OF ANY REAL ESTATE EXCISE SALES TAX UPON ANY SALE OF SAID PROPERTY IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF RENTON IS 1.78% ACCORDING TO THE LATEST PUBLIC NOTICE ISSUED BY THE KING COUNTY RECORDS SECTION. LEVY CODE: 2110 2. GENERAL TAXES AND SPECIAL CHARGES, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $596,800.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 334040-3325-07 CHARGES BILLED PAID UNPAID GENERAL TAX $ 7,892.76 NONE 7,892.76 DRAINAGE DIST $ 32.62 NONE 32.62 CONSERVATION $ 5.00 NONE 5.00 TOTAL NOW PAYABLE > > >$7,930.38 (IF PAYMENT IS LATE, INTEREST AND PENALTY WILL BE ADDED.) (AFFECTS LOT 4) 3. GENERAL TAXES AND SPECIAL CHARGES, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $593,000.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 334040-3334-06 (CONTINUED) Page 6 Order No. 380741-5K CHARGES BILLED PAID UNPAID GENERAL TAX $ 7,842.50 NONE 7,842.50 DRAINAGE DIST $ 32.41 NONE 32.41 CONSERVATION $ 5.00 NONE 5.00 TOTAL NOW PAYABLE > > >$7,879.91 (IF PAYMENT IS LATE, INTEREST AND PENALTY WILL BE ADDED.) (AFFECTS LOT 5) 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: S.W. 19TH LIND L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICIARY: THE COMMERCE BANK OF WASHINGTON, N.A. ORIGINAL AMOUNT: $800,000.00 DATED: JULY 18, 1997 RECORDED: JULY 22, 1997 RECORDING NO.: 9707220229 5. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENTS ON PERSONAL PROPERTY AND RIGHTS OF TENANTS AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 6. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: NOVEMBER 17, 1982 RECORDING NO.: 8211170375 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY FOR: AN UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: SOUTH 15 FEET (CONTINUED) Page 7 Order No. 380741-5K 7. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: JULY 28, 1987 RECORDING NO.: 8707281846 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) AFFECTS: THE NORTH 10 FEET THIS EASEMENT REPLACES AND SUPERSEDES THE EASEMENT GRANTED UNDER KING COUNTY RECORDING NO. 8610311858. 8. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN SHORT PLAT NO. LUA-97-032-SHPL RECORDED: JULY 9, 1997 RECORDING NO.: 9707099006 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS, A COPY OF WHICH IS HERETO ATTACHED. EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT PLAT: FOR: UTILITIES AFFECTS: SOUTHERLY 15 FEET, EASTERLY 17 FEET, WEST 11 FEET AND NORTH 22 FEET EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT PLAT: FOR: COMMON ACCESS AFFECTS: SOUTHERLY 55 FEET 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: JULY 9, 1997 RECORDING NO.: 9707090558 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: UTILITIES AND UTILITY PIPELINES AFFECTS: SOUTHERLY 15 FEET, EASTERLY 17 FEET, WEST 11 FEET AND NORTH 22 FEET (CONTINUED) Page 8 Order No. 380741-5K 10. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS IN DECLARATION: RECORDED: JULY 9, 1997 RECORDING NO.: 9707090559 A COPY OF WHICH IS HERETO ATTACHED. 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SW 19th LIND, L.L.C. AND: RENTON STUDIO HOTEL COMPANY, L.L.C. AND RENTON GARDEN HOTEL COMPANY, L.L.C. DATED: JULY 8, 1997 RECORDED: JULY 9, 1997 RECORDING NO.: 9707090565 PURPOSE: RECIPROCAL EASEMENT AND PARKING AGREEMENT 12. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR EXCEPTIONS CONTAINED IN INSTRUMENT: FROM: • SW 19TH LIND L.L.C., RENTON STUDIO HOTEL COMPANY, L.L.C. AND RENTON GARDEN HOTEL COMPANY, L.L.C. RECORDED: JULY 9, 1997 RECORDING NO.: 9707090566 Special Notes: EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST THE NAME(S) OF MARRIOTT INTERNATIONAL, INC., A DELAWARE CORPORATION, THE PROPOSED INSURED(S), ACCORDING TO THE APPLICATION FOR TITLE INSURANCE. NOTES: A. A fee will be charged upon the cancellation of this commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. (CONTINUED) Page 9 Order No. 380741-5K B. An abbreviated legal description is required by the County Auditor if the full legal description IS NOT contained on the first page of all documents to be recorded. cc: MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE DEPT 51/514.01 WASHINGTON, DC 20058 ATTN: PAULA MAHRENHOLZ cc: MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE DEPT 52/923 WASHINGTON, DC 20058 ATTN: DOROTHY INGALLS cc: MARRIOTT LODGING 3130 S HARBOR BLVD SANTA ANA, CA 92704 ATTN: BRAD URIE cc: MARTIN SMITH REAL ESTATE SERVICES 1109 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 ATTN: JEFF ROUSH cc: MARTIN SMITH REAL ESTATE SERVICES 1109 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 ATTN: STEVE KRAMER cc: MARTIN SMITH REAL ESTATE SERVICES 1109 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 ATTN: ROB MACAULAY Page 10 • Form No. 1755 Commitment,Conditions and Stipulations COMMITMENT Conditions and Stipulations 1. The term "mortgage," when used herein, shall include deed cf trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, hut such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Comoanv under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and conditions and stipulations of this Commitment. "`\\\• IUINN111NIIIN111UIIIIIIitu11U1111111111 III . . IHIIINtuU11IINU11N11UMNNNUNINHIIHIWIU111t11N) NIIIIIIIIIIIINNNINIIHIIINIIIIIINHIIHIIIIIINIIIIIIIHUII "IININHIIN NIIIHUN111 •%/// , 1 C i • s o S � AMER4 4 C a �.� _146'11\b‘s.'''''‘I. `I�'a.,r _ -I I �:I I-"mino., •7":,-;• i .• ..€111..,...4„,„,..:, First American Title Insurance Company _ I 3 (1/4:..... fri ✓�///, IIIIMMINI1111N11111111111111NINMIII111111INE M11N11Ul UU1111111111111111U1IRMUNNINNUI111HN11N , „, " y Ill 'IT 11111Ii:Illlllli,iil1a i"Ifll!Illlliil`ili ili.,. '\\ omen s , LI. 7 L., I,.� , rV A M E R pi 1 ( ,:,3 $ I [fir r"I'1r ,, „--^ _fie ,it er 1 I' ,,,,,,-e".- ''' r!.10410,---:-_ Al '2.-Ak\.\4b .‘*'';`-‘,;,,.. Vii ,. .. .- ,4yhile� 40, First American Title Insurance Company 2101 FOURTH AVENUE,SUITE 800 • SEATTLE,WASHINGTON 98121 (206)728-0400 • 1-800-826-7718 • FAX: (206)728-7219 COPIES OF DOCUMENTS WHEN RECORDED RETURN TO: Mlctiaet McCormad< Jameson Babbitt Stites 3 Lcrroard. 999 Third Avenue, Suite 1900 Seatt;e, Washington 98104 • STATUTORY WARRANTY DEED 1ST AM. S L• t -3 The GRANTOR, THE AUSTIN COMPANY, an Ohio corporation, in consideration of Ten Dollars (510.00) and other good and valuable consideration, in hand paid, conveys and warrants to SW 19TH LIND L.L.C., a Washington ;invited liability company, the foilcwing described real estate, situated in the County of King, State of Washington: O Lots 4 and 5 of S.'N. 19th Lind Short Plat No. LUA-97-032-SHPL, r- recorded under Recording No. 9fD�CG4ccb vi,c P:43 O records of King Counry, Washington. Situate ;n the County of King, State of Washington. SUBJECT TO the liens, ertcumorances and restrictions set forth on Exhibit A annexed hereto and by this reference incorporated herein. DATED: July - , 1997. THE AUSTIN COMPANY, an Chio corporation By: : Its: R L C rasa.-.o•�,_�.Mc,�: j STATE OF WASHINGTON ss. COUNTY OF KING I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. On this 3 day of July, 1997, before me personally appeared W:II Gr. L. , to me known to be the i f.I�cruj b si_ }11 r. of THE AUSTIN COMPANY, the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. / • : �.r Notary Public ;n and for the State of Washington, residing at JAMES C. HANKEN My commission expires: ic12/Ito STATE OF WASHINGTON G'" ,s C• 'ct NOTARY—•— PUBLIC [Type or Print Notary Name] VT C0WNISSION EXPIRES ;10-23-00 (C'.e'`ua Space''or Nauru!Sc* Sarni)) .1 EXHIBIT A Permitted Exceptions :.BSL'.74o, t) 3 EXHIBIT 'A' Order No. 344303-5 Escrow No. 39273JF-CN 1. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT RECORDED NOVEMBER 17, 1982. RECORDING NO. 82 1 1 1-'03 75, Lv FAVOR OF PUGET SOUND POWER AND LIGHT COMPANY, FOR AN UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, AFFECTS SOUTH 15 FEET 2. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN SHORT PLAT NO. LC.A-97-032-SHPL . . RECORDED: JULY GJ . 1997 RECORDING NO.: 910acg9C06 ✓/iS P 747 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL. ?ART:CI:LARS, EASEMENT AS PROVIDED FOR ANDiOR DELINEATED ON SAID SHORT PLAT FOR UTILITIES, AFFECTS THE SOUTHERLY 15 FEET, EASTERLY 1" : . WEST 11 FEET .AND NORTH 22 FEET: EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT PLAT FOR COMMON ACCESS. AFFECTS THE SOUTHERLY 55 FEET 3. COVENANTS. CONDITIONS. RESTRICTIONS ANDiOR EASEMENTS LN DECLARATION RECORDED: JULY C . 1997 RECORDING NO(S'.: 4. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT RECORDED JULY 28. 1987. RECORDING NO. 8707231346, IN FAVOR OF CITY OF RENTON. FOR PUBLIC UTILITIES i.INCLUDING WATER.AND SEWER), AFFECTS THE NORTH 10 FEET THIS EASEMENT REPLACES A.ND SUPERSEDES THE EASEMENT GR,AN T ED UNDER KING COUNTY RECORDING NO. 8610311858. 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF F FOR UTILITIES N FAVOR OF THE CITY OF RENTON, RECORDED JULY `J , 1997, RECORDING NUMBERr>707c' 5 . AFFECTS THE EAST 11 FEET OF LOT 4 AND EAST 17 FEET OF LOT 5 6 TAXES OR ASSESSMENTS 7-7CH ARE NOT SHOWN AS E-`(:STING LIENS 3Y THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR 3Y THE ?U3L:C RECORDS. 7. CY .ATEN ED MINING C:_AIMs: g. RESERVA:':Otis OR ENCE?T:ONS 1N PATENTS OR :N ACTS AUTHORIZING THE ISSUANCE THEREOF: .(, WATER RIGHTS. CLAIMS OR TITLE TO WATER: WHET:-ER. OR NOT THE MATTERS ERS EXCEPTED UNDER (A). (3) OR .(. .ARE SHOWN 3Y THE ?UBL:C RECORDS: .D' ;NDIAN TRIBAL CODES OR REGU AT:CNS. :NDIAN TREATY OR .\:"cRC:N.AL RGHTS. :NCL�D[NG EASEMENTS OR EQUITABLE SERVITUDES. 8. ANY SERVICE, INSTALLATION, CONNECT:ON, NLAL\`T N.- NCE, CONSTRLCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WA I I fit. GARBAGE OR FT FCTRICITY. C C C'. •V vy., d fs I F THE COMMERCE BANK OF WASHINGTON, N.A. § 601 UNION STREET, SUITE 3600 7, t SEATTLE WA 98101 (206)292-3900 a DEED OF TRUST 1ST AM-3 3Sc)38 Reference ti (if applicable): —- Additional on page g i Grantor(s): 1. SW 19TH LIND L.LC Grantee(s),'Assignee/Beneficiary. THE COMMERCE BANK OF WASHINGTON, N A.. Eeneficiar/ FIRST AMERICAN TITLE INSURNACE COMPANY Trustee `4 Legal Description LOTS 4 & 5 SW 19TH UND S? LJ•97-032•SHPL REC 9707099006 ESMT 9707090557 Additional on page 2 ^1 4 Assessor's Tax Fareel ID* 334040-3330-r0 & 33422 0-',25-r- I` F: THIS DEED OF TRUST IS DATED JULY 18, 1997, among SW 19TH LIND LLC., A WASHINGTON LIMITED LIABILITY, whose mailing address is 1109 FIRST AVENUE, SUITE 500, SEATTLE, WA 98101 (referred to be!ow as "Grantor1); THE COMMERCE BANK OF WASHINGTON, N.A. rrhose mailing address is 601 UNION STREET, SUITE 3600. SEATTLE, WA 98101 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and FIRST AMERICAN TITLE INSURpigCE COMPANY, whose mailing address is 2101 FOURTH AVENUE, SUITE 800, SEATTLE, WA 98 21 (referred to below as"Trustee"). t-1- 1 1 1 I 1 noli• r 311 l-kl'. KA` ff1 07-18-t997 DEED OF TRUST Page 2 Loan No (Continued) CONVEYANCE AND GRANT. For ....able consideration,Grantor conveys to Trustee In'•ust with power of sale.right of entry and possession and for the benefit of Lender as Beneficiary. 31 ;f Grantors right. :it:e. and ,nterest n and to ire following Cesc abed real o•ccery, together with 3l euSting :r suDseD,en" erected or aNrxed buildings, mprcvemert3 art: fixtures: all easements.'.grits of way lr0 appi.nenances. ail water water'.grits and ditch rignt3 ,including stock n ut.l..es wi:n dttcn or.rrigahan ngntsi. aria all other •grits. 'oyan'es. and orot.+s 'e aon9 to the real property. including without 'imitation 3 i minerals. oil. gas geolrerr•,3l and :'m,.ar -ratters.located in KING County, State of Washington (the "Real Property'): PARCEL A: LOTS 4 AND 5 OF S.W. 19TH LIND SHORT PLAT NO. LUA-97-032-SHPL, RECORDED UNDER RECORDING NO. 9707099006, RECORDS. OF KING COUNTY, WASHINGTON. PARCEL 8: EASEMENT RIGHTS GRANTED PURSUANT TO THAT CERTAIN DECLARATION OF EASEMENT GRANTED BY THE AUSTIN COMPANY, RECORDED UNDER RECORDING NO.9707090557. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. The Real Property or Its address Is commonly known as SW 19TH STREET & LIND AVENUE SW, RENTON, WA 98101. The°eal Procert1 tax identification-turrber 3 334040-3330-00 S 334040-332:-07 Grantor hereby assigns as security to_encer.ad of Grantors':grit t.e.aria nterest in and to ail leases Rents..lyd:.aids :''re Prooe•ty This assignment s recoroed n aeon •ce with RCW?5:2: ire lien crewed Dy this assignment a nfe^:e'. ..- spee•Iic cer'ectea and create upon ire•ccc':rig of!r•s Ceed:f Tt..st _ender grants to Grantor a license to code::the • and profits,wn:en license ray be'evcxeo at_ercer 3 ep:.On and;rat:e a.:omat caily revoked upon acceieraticn of 3.1:r Oart )• the'ndeotedness. ▪1 DEFINITIONS. The'cowing words sea I rare:r• 'cllowinq mean rigs wren used in!his need of 'rust Terms not .:he••w;e defined'n this Deed of'rust snail nave the meanings attributed to sues terms,n the Uniform Commercial Code ad•e'ererCes'3 •1 Collar amounts shall mean amounts,n.awful money of the united States:f America Beneficiary. The w0:d'Beneficiary'means 'I-E CCMMBRCE BANK CF NASHINGTC`I N A. is successors 3n3 as3.3r3 THE COMMERCE BANK CF'WASinI•`.G TON N A also is referred to as'Lender',n this Deed of Trust. Deed of Trust The words 'Geed of Trus:'mean this Deed Of 'rust among Grantor. Lender, and Trustee arc notices without limitation all assignment aria security.nterest provisions roia:,rq to the Personal Property and Rents. Grantor. The worn 'Grantor' means any and ail persons and entities executing this Deed of Trust. rnc+ud:rg w.:hcut irmaation SW 19TH LIND L.L.0 Guarantor. The word 'Guarantor' means and ncludes wdCCut imitation any and ail guarantors. su:e::es. and accommodation parties in connection with the.ndebteaness. Improvements. The wera "mo:oves'erls' means and rcudes without :imitation all existing and 'uture .mcr:uemer.:3. ocJbrngs,struc:u:es m:pi;e names s'f:.ed on:re deal P.::erty •de iities.additions.replacements and o:ner:cnstr'.c::cn :n the Real P•ooerty Indebtedness. he word 'ncecredness' means all drincOar and nterest Dayacle under the Note and arJ arr'o_r•ts expended or advanced oy Lender t0:acnarge acegat:ons of Grantor ar expenses incurred Dy Trustee cr Lender to en'orce coi'gat.ons of Grantor under this Deed of Trust.together with nterest:n sucn amounts as provided in this Deed of Trust. Lender. 'he wort Lender'means'-'E CCVMEPCE BANK CF'.%ASi,INGTCN.N.A. ..s successors and ass:gns. Note. The word 'Note' means the Note dated July 18, 1997, In the original principal amount of S800,0^0.00 'ism Grantor la LerCer.together with an renewals ex:ensrons.modifications. ,ehnancings.and:i.Dsl•t+a,_r•5 'cr the Note.NOTICE TO GRANTOR: THE NOTE CONTAINS A VARIABLE INTEREST RATE. Personal Property. The words'personal Property'mean all eau'ornent.fixtures.and other articles of personal property now ar nereatter owned Dy Grantor ana new cr'tweeter at:ached Or aft•xea:o the Real P•opertyt together with 3.1 acces3.o•'s parts.and adOitrons'o ad replacements cf.and ail%uDstitutcrs':r any of such property:and together with ail.slues ar: pre'its thereon and creceeds.including without limitation ail insurance proceeds and refunds of cremrumst from any sate:r o:rer oisOOsd+on Ot the Property . - - Property. The word •3eerty''ears::'ec!very•he Beal 0•peet"i and the°e•SOrar°'ooe1tl Real Property. 're words'°ea.°•ace-, -'ean re cr:oe•ry rtereits and i grits aeoct bed a:o.e n tre 'C."se,a^ce lea Grant'section Related Documents. The wOrdS 'Berea Cccumerts' mean and ncivae without :imitat:en aft promissory 'etes :re:: ay•eemert5 can 3greements e^. :^•'e^•a1 agreements g.3r3ntes. 3ecd:tr agreements -tcr:gages aesnl .a a' 31 :trier ,Stt'.mer:5 aq•eemeris arc ::cumerts ,-ether ^cw or ^erealter ex.sting. exect.ted •n :cnrect:sit w to . • 07-18-1997 DEED OF TRUST Page 3 Loan No (Conllnued) Indeo!eaness Rents. The word '°ents' -nears ad;resent and r.ture'en'; eve-,•s .core sues rc,a,t.es.cr:rlts.and direr cere:.•; derived from me Proper, Trustee. The Hera 'Trustee' means c.P3' A:!E°;CAV T.T_E „C1.1P?NY and any sucs:rt•.:e :r ;.ccesscr trustees THIS DEED OF TRUST.INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RL.'ITS AND PERSONAL PROPERTY,IS GIVEN TO SECURE (I)PAYMENT OF THE INDEBTEDNESS AND (2)PERFORMANCE OF ANY AND ALL OBLIGATIONS OF GRANTOR UNDER THE NOTE. THE RELATED DOCUMENTS, AND THIS DEED OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: . PAYMENT AND PERFORMANCE. Except as otherwise provided n tr.s Deed of Trust.Grantor snall pay to Lender ail amounts secured by tits Deed of Trust as they become C•.e. and snail strict!,3rd.n a mery manner perform ad 31 Cirar.tor s cb•iga;,ors .raer the Note this Ceed of Trust,and:re Perated Ddcur'enis POSSESSION AND MAINTENANCE OF THE PROPERTY. Grantor agrees Thar 3rantcr s possession aro use of the 'toped, snail be governed oy the following prOvis.cns: Possession and Use. Until the occurrence of an Event of Ce.'awt 3:ar.:or may far remain in possession and control of ire Popery, •bl use.operate or manage the Property.and .cl ccdect ar y°ents from the Prooemy:this pmv.tege is a'.:e"se from Lender to Grantor autcmaticaily'evokeo'.CO'defau.tl The'_:=wry bro•risions relate to the use of the ".:eery or•o other limitations on:he Procer-y Tne°eat P•ocery•s not used or.rc Prly'Or agriculture or!arming curcoses Duty to Maintain. Grantor snail maintain the °'ccer,y n tenaatab, condition and prompt', cer'orm a, eDa•'; replacements,and maintenance necessary:C OreSeNe is,a;ue Hazardous Substances. The terms 'hazardous waste" "+a:3'or..s substance' 'disposal.' 're:ease.' aro re3•enno release' as used n this teed of 'rcSt, snarl rare The same mean."gs is set forth .n the Comorerensrve En,rorme"tat Response :cmpensation. and ab.11ry Act of !9CC as ame••ded 12 'i S Section 9601 et seq .'CERCLA':. .r. Suoerfurrd Amendments and Peautror.zat:on art of t986 "so _. `.o 99-499 I'SARA"1. the Hazardous Ma.fr'a.s Transoorta::on Act. U S.0 Section '80t.et sea.:re°esource :drser,at:on ana Recovery Act.42 U S.C.Section 5_C' et sea or other applicable state Or°ederal'aws rules or reguiat:Ons adorned pursuant to any of the foregoing fire term; 'hazardous waste'and'hazardous substance'shall a:so include.without imitation,petroleum and petroleum Dy'prccuc:s cr any 'naction thereof and asbestos Grantor represent; ana warrants to Lender that: ;at During the period of Grantor Cwnersn:D of the Prooerry there has ceen ro use. generation manufacture. storage. treatment. disposal. :crease sr C1 Threatened release of any hazardous waste or substance cy any Gerson on.•ruder.about or from the Property: •01 Gran:cr C1 has no knowledge Of,or reason to Deheve:hat there has been, except as previously disclosed to and acknowledged pry C 1 Lender in waling. ri)any use.geheratron,marufacru•e storage treatment.c:soosal.release,or threatened release or any hazardous waste or substance on.,:racer.about or from the°•coerty cy any prior owners or°ccucants of the Proceny ; rt any actual or threatened litigation Or Carms 0'any kind by any censor relating to such matters:and Except 35 bre',,ou;:, r- disclosed to and acknowledged by Lender in writing. .:r neither Grantor nor any tenant.contractor.agent or other authcr:,r 3 user of tie Property snail use.generate.manufacture store treat choose.r.or release any rrazaracus waste or cubs:ancc on.arider about or from the Property and :irl any such actryrty snail ce conducted in compliance with all applicaoie teoe'a state. and rOcal •aws, regulations and ordinances. tic:uding without 'mrtation those laws, regulations. and ordinances descr.ced aod'.e Grantor autt'crres ender and its 3ger.ls to We, .Don the Property to mare such inspections ara test:. at Grantor s expense. as Lender may deem approor'ate to determine cerr,pnance of the Property with this section of the Deed of Trust. Any insoect:ons or tests made oy Lender snail be'or Lender s purposes only and shall not be constr,.eo'o create any responsibility or liab•Irty on the oar! of Lender to Grantor or to any other Person. The representations arc warranties contained nere:is are cased on Grantor's due diligence n•nvestigating the Property for hazardous waste snd hazardous substances.- Grantor hereby :al releases and waives any future alarms against Lender 'or .ndemn'ty or cortr•bution rt the event 3rantor becomes •'acre 'or creanvp or :trier c ;ts under any such 'awn. ana .bi agrees •D ndemnrfy and hard"armrest Lender aga'rst any arc 3.1::arms csse;.'sac I t es.camages.cenart es. and expenses wrt•c^ ender may ri.ec:ly or no•rect:'J s.staln or suffer :es_log ',Om a breach of this section o1 the Deed of "rust or as a conseauerce of any use generation. manufacture. storage d•socsal. release or threatened release o0turrrr•g or.or Grantor ownership or•nterest:n the Property. wnetrer or not the same was or should have been known to Grantor Tne Provisions of this section of the peed of Trust. nc.Lic.r.g the obligation to inCemnrfy, shall survive the payment of tie ndebtedneos and the satisfaction and reccnveyance of the::en of this Deco of Trust and;nail not be affected by_ender s acquisition of any interest in the P•ocer.y ',nether by'oreclosure or d:rerw,se Nuisance.Waste. Grantor shall rot cause.conduce or permit any nursarce nor commit.permit.or suffer any stirporng of or waste on or to'he Properly Or any portion of the P•ecrty Without 'rrt:rig one generality of tie foregoing,granter wdi-ct { remove or grant•o any Other party rre ngnt t0 remove. any timber. minerals !including art and pal.soli. ;ravel Or.CO. product;without toe ono:written consent of Lender • Removal of Improvements. 3:antci Thal; ot demo isn ;r •emO'.e any r'cro•:erents from the Pear °rocery w trout Ire error written consent of.erCer as a ccnad:cn to the removal of an, mcrcr.ements.Lender Tay'eaule Grantor to-tare arrangements satisfactory to Leroy to•e^.'ace don mc•ovrrents..'tr mcroyements of at react eoUal value Lender's Right to Enter. Leroy _ •s a:era and . rese"tat.es ^3v en•er _don • _ rear P•ocely at a.' •eascrac•e. tires r.:.'•a _ender S ntefe;a] '3 n;Coot •re °•Ccert, 'Or „_cos., 3! 3rantcr;corrrci•3-ce with , 3f cone'. s- .,_ 1 • v � 07-18-1997 DEED OF TRUST Page •3 Loan No (Continued) Compliance with Governmental R'qulrements. Grantor snail promo:1y comply,and shall promptly Cause Compliance by all agents,tenants or other persons cr entities of every nature whatsoever who rent,'ease or otherwise use or occupy the Property in any manner,with all laws croinances.and regulations.now or Hereafter in effect.of all governmental autnorrties applicable to the use or OCcuoancy of'Ce Procemy..rcruding without'imitation,the Americans Nth Disabilities Act. Grantor may contest in good'alth any such law.ordinance or regulation and wrinhotd Compliance during any proceeding,including appropriate appeals, so 'ong as Gran' r has rot,6ed Lender n writ:rg prior to doing so and so long as. in fencer's sole opinion. Leroer s rrerests.n:"e aror"•ry are rot ecoardized _ender may require Grantor to post adequate security or a surer?bend,reasonaoly satisfactory to Lender.to protect Lender s n:erest. Duty to Protect. Grantor agrees neither to aoanC:n^or leave.inattenced:he Property Grantor shall do ail other acts. n addition to those acts set forth aoove ,n this section. which from the cnaracrer and use el the Property are reasonaby r[r� necessary to protect and preserve the Property. DUE ON SALE-CONSENT BY LENDER. Lender may at its option, lal dec.are immediately due and payaofe all sums secured by this Deed of Trust or (b)increase:he interest rate provided!or in the Note or other document evidencing the inaebtedness and impose sucn other conditions as Lender deems appropriate. upon :he sale or transfer. without the Lender s prior written consent.or all cr any part of the Rear Property.or any interest in the Peal Property, A'sale or transfer'means the conveyance of Real Property or any right,title or interest therein;'whether regal,beneficial or equitable:whether voluntary or involuntary' ',nether by outright sale.deed,installment sale contract,land contract,contract for deed,leasehold interest with a term greater than three (3)years.leaserpt.on contract,or by sale.assignment.or transfer of any ceneficia)interest in or to any land trust holding title:o the Real Property,or by any other method of Conveyance of Peal Property interest. If any Grantor's a corporation partrersn'o or limited liability company.transfer also includes any:r'a^ge in ownership of more than twenty fise Oercent 125=) of Ire volt^y Stock.partnership interests or limited liability company•rlelesis.as the case may Oe.of Grantor However.this option 51t3,1"Or:e exercised by Lender if sucn exercise is prohibited by'ederal law or by Washington law. TAXES AND LIENS. Tile following provisions feastir'g to:he taxes and,lens on the Property are a part of this Deed of'rust. Payment. Grantor snail cay wren due and in 5.1 esents prior to Ceilrouency)all taxes.special taxes.assessments :'rarges 'including water ana sewers,'lnes and•mcositions evea against or on account of the Property,and shall pay when cue a Claims for work done on or'or services rendered or material furnished to the Property. Grantor shall maintain the P•oOerti free of ail hens nav'ng priority over or edual to the merest of Lender under this Ceed of Trust.except for the lien of taxes and assessments not due and except as otherwise-'ovided.n this teed of Trust. Right To Contest Grantor may withhold payment of any lax.assessment,or claim in connect:on with a good faith O soute over the obligation to pay,so ong as Lender s interest in the Property is not jeopardized. If a lien arises or is filed as a resut of nonpayment. Grantor snail ',:thin'lateen i:5! lays alter the lien arises or ,f a lien iS tiled, within fifteen (15)days ]tier �! Grantor has notice of the filing,secure the discharge of the lien,or if requested by Lender,deposit with Lender Casn or a sufficient corporate surely bond or other secur•'y satisfactory to Lender in 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 "ale under the lien in any contest. Grantor snail defend itself and Lender ano shall satisfy any adverse judgment before enforcement against the Property Grantor shall name Lender as an additional obligee under any surety bond furnished in the contest proceedings Evidence of Payment. Grantor snail upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the apoiopnate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property Notice of Construction. Grantor snail notify Lender at'east fifteen 15)days before any work is commenced.any services are furnished.or any materials are suop"ed to the Property.if any mechanic's lien.materialmen-s hen.or other lien could pe asserted on account of the work. seri des.or materials. Grantor wul upon request of Lender furnish to Lender advance assurances satisfactory to Lender'hat Grantor Can and will pay the cost of such improvements. PROPERTY DAMAGE INSURANCE. The following provisions relating to insuring the Property are a part of this Ceed-I"rust. Maintenance of Insurance. Grantor vial:procure ano maintain CCi:c.es of fire insurance with standard extended coverage endorsements on a replacement basis for :he lull insurable value covering all Improvements on the Real Property in an amount sufficient to avoid application of any coinsurance clause.aria with a standard mortgagee clause in favor of Lender Grantor sna:f a:so procure and maintain comprehensive general liability insurance in such coverage amounts as Lender may request with trustee and Lender being named as additional insureds in such liability insurance policies. Additionally.Grantor snail maintain such other insurance, -ncluding out not limited to hazard, business interruption, and boiler insurance. as Lender may reasonably require Policies snail be written in form,amounts,coverages and basis reasonably acceptable'0 Lender and issued by a company or companies reasonably acceptable to Lender. Grantor.upon request of Lender writ deliver to Lender'rom'irre to time the policies or certificates of insurance in form satisfactory to Lender.including stiourasc^s that coverages will not be cancelled or diminlsned without at least ten 110) days' prior written notice to Lender. Each insurance policy also shall nolude an endorsement providing that coverage m lawn olLender will not be impaired.n any way by ar/SC'.0m ssion or Oeiaurt of Grantor or any other person Should the Real Properly-at any time become located 11 an area desig^cited by the 2irecror sit'h•ceoeral Emergency Management Agency as a special flood hazard area. Grantor agrees 10 dcrann and maintain=tide:al c'OOd ^su'arce'or:he',Al unpaid principal balance of t:a'can up'0 tie rap."Tor^ pchcy Lm:s set under the National c'coo 'nsurarce Program or as otherwise required by Lender and :o maintain s-Cr insurance'or the term of me roan Application of Proceeds. Grantor 1r31 cror'cr:r'r f'y _diem :1 any.css or Damage :o'he Grocery Lender ma;'"a••> oss,f Grantor t3.5:o :..10 sir'deer „i rays 01:re :asuaity Whether Crnot'_ercer; secu'e•; • ^+cis' • k• f r • 1'74\1 qe.A.`i 117..I 07-18-1997 DEEL) OF TRUST Page 5 Loan No (Continued) Lender may.at its erection,recero9 ar.d'eta..••"e proceeds or any•rsurarce and acoly the proceeds to the reduction of me Indebtedness.payment of any'ion affecting the Property or he restoration and repair of the Property. if Lender elects:o apply the proceeds to restoration and repair. Grantor shall repair cr reolace the damaged or destroyed improvements.n a manner satisfactory to Lender. Lender snail.upon satisfactory prow of such expenditure.pay or reimburse Grantor from the proceeds for the reasonaoie cost of repair or restoration.1 Grantor s not,n celau!t under this Deed of Trust. My proceeds which have not been disbursed within 180 days alter their receipt and wn,cn Lender has not Committed to the repair or restoration of the Property shall be used first to pay any amour: ;w.rg to Lender under th:9 Ceed of Trust, then to cay accrued interest.and the remainaer,d any.snail:e appi:ea to he princ•pai balance cl the indebtedness. f Lender holds any proceeds alter payment n full Cf:re indebtedness.sucn proceer9 snail ce paid withc at interest to Grantor as Grantor s interests may appear. Unexpired Insurance at Sale. My unexpired nsur3rCe stall 'rune to the senor,! of. and pass to. the purchaser of the Property covered by this Deed of Trust at any trustee a sale or other sale nerd under me provisions of this Ceed of Trust,or at any foreclosure sale of such Property Grantor's Report on Insurance. :;pen request of Lender. ncwever not more than once a year. Grantor snail furnish to Lender a report on each existing colic•/of insurance snowing •al the name of the insurer: ;b)the risks insured. ice the amount of the policy. td1 the property insured.the then current replacement value of such properly, and the manner of determining that value, and (e) the expiration date of the pcucy Grantor snail, upon request of Lender, have an independent appraiser satisfactory to Lender determine the cash awe replacement cost of the Property. TAX AND INSURANCE RESERVES. Sublecl to any:imitations se: by 3pci,arle law. Lerner may rxduire Grantor to maintain with Lender reserves for payment of annual taxes. assessments.arc rsurance premiums. whion reserves Snail be created by advance payment or monthly payments of a sum estimated by Lender to be sufficient to produce amounts at least equal to he taxes.assessments-and TSuranCe premiums tC be:aid The reserve',nos snail be!'eta Dy Lender as a general ]eccsd'tom Grantor.which Lender may satisfy Dy payment of•tire taxes.assessments a^d insurance premiums required to be pa a by Gran'c' as they become due ender snail ha'.e the right to d'3w once the'ecer.e tund3 to Day such terns and Lender snarl not to required to determine the nlid.ty or accuracy of any'term be'ore calirg t Nothing n the Deed of Trust shall be construed Is requiring Lender to advance other monies for such purposes.and Lancer;rail not incur any iiabiliy for an•yth.ng it may do or:tn.t to do with respect to the reserve account All amounts .n the reserve account are hereby pledged to 'urlher secure the Indebtedness.and Lender is hereby autl Jnzed to withdraw and aopry suet amounts on the.ndebteeness uocn the occurrence of an Event of Default Lender snail not be required to Day any interest or earnings cn the reserve funds unless required cy taw ci agreed to by Lender in writing. Lender does not hold the reserve tunas n trust for Grantor,and Lender is not Grantor s agent for payment of the taxes and assessments required to be paid by Grantor EXPENDITURES BY LENDER. f Grantor fails to comply with any provision of tn•s Deers of Trust,or if any action or proceeding.3 Cl commenced that would materially affect Lender's ,nterests in the Property, ender on Grantor s benaif may, but snail hot be C required to.take any action!hat Lender deems appropriate My amount that Lender expends in so doing will bear interest at tie Cl rate provided'or in the Note from the date incurred or paid by Lender to the date of repayment by Grantor. All such expenses at '4 Lenders option,will ;at be payable on demand. :b)be added to the balance of the Note and be apportioned among and ce payable with any installment payments to become due during either if the term cf any applicable insurance policy or .iil_'be C remaining term of the Note.or 'CI be treated as a balloon payment ',Non will be due and payable at the Note's maturity .ris [� Deed of Trust also will secure payment of these amounts. The rights provided for in this paragraph shall be in addition to any other rights or any remedies to which Lender may be entitled on account of the default. Any such action by Lender snail not de construed as cur.ng the default so as to bar Lender from any remedy that t otherwise would have had. WARRANTY:DEFENSE OF TITLE. The roi:owing provisions relating to ownership of the Properly are a owl of this Ceed Trust Title. Grantor warrants that •a)Grantor holds good and marketable rate of record to the Property in fee simple 'tee and clear of ail liens and encumbrances other than those set forth n the Rea.Property description or in any title insurance policy. !isle report. Or final title opinion:ssued in favor of and accepted by,Lender in connection with this Ceed of Trust,and Cl Grantor has the full right.power,ana authority to execute and deliver this Deed of Trust to Lender. Defense of Title. Suolect to the exceotion in the paragracn acc.e ,irantor warrants and will forever defend the title to the Property against the 'awful claims of all persons in me event any action or proceeding is commenced that cuest.cnS Grantor s title or the interest of Trustee or '_ender under this Deed of Trust. Grantor shall defend the action at Grantor expense Grantor may be the nominal party'n stun I proceeding.but Lender shall be entitled to participate in the proceeding and to be represented n the proceeding Dy counsel of Lender's awn choice, and Grantor will deliver. or cause to be delivered.to Lender suet instruments is Lender may request'rom trine to time to Derm.t Such participation Compliance With Laws. Grantor warrants that the Property and Grantor's use of the Property complies with all•eiSLrg applicable'aws.ordinances.and regu'ahons Of governmental authorities. _ _ _ CONDEMNATION. The fo!:owing Provisions relating to_orcemnatian proceedings are a pan of in.Jeed of Trust. Application of Net Proceeds. 1 as Cr any :art of the P'^,certy's condemned oar eminent domain proceedings :r by an, ( proceeding or Purchase'n lieu of condemnation.Lender may at its election require that all or any portion of the net Croceedds of the award be applied to ins indebtedness or the recsir Cr restorat.an of the P'oceny The net proceeds of the award:na.l mean the award alter payment of ail reasonacle costs ercenses. and attorneys fees .ncurrea Dy Trustee or :ender .n Connection with the conaemnat'cn Proceedings. i any:'cc e!C'r q cernr ar o.• s•'ea .farror cra.l prCmCtl'y^Ct'f•y Lender in writ:h^y and Grantor I ' • r !Ltrip• �y i�•�1 U \Ay I,I L 07-18-1997 DEED OF TRUST Page 6 Loan No (Continued) promp:i take soon vacs as -”ay ce necessary 10 'Iacono Ire act.on anu oDtam the award. Grantor may be the nom,rai party in Such oroceeomg• out Lender snarl cc emitted 'o participate ;n :re proceeding and to De represented in •re proceeding by counsel of its own choice ail at Grantor s expense coo Grantor will deliver or cause to oe delivered to Larder such instruments es may be requested Cy it from time to time to cermd such participation. IMPOSITION OF TAXES. FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The rollowing rrovrs.cns (eating to governmental'axes tees and charges are a part of this Ceeo of t".st Current Taxes,Fees and Charges. _'don request oy Herder Jrar.tcr snail execute such documents •n addition to tt•s Deed of 'rust and tare whatever other action is 'enuested 7v _ender t0 perfect and continue Lender s:ien on the Pear Property Grantor snail reimburse Lender for'it taxes.as desc:cad cercw together with all expenses incurred:it recording perfecting or continuing this Deed of Trust. including witncut irritation all taxes. fees. documentary stamps. and other charges for recording or registering this Deed of Trust. Taxes. The following snail constitute taxes:o whicn this section addles 'a,a specific tax upon this type of Deed of Trust or upon all or any part of the indebtedness secured by this Deed of 'rust: 'col a soecific tax on Grantor which Grantor authorized or required to deduct froth payments on the lnaebteaness secured by this type of Deed of Trust: 'cl a tax or.this type of Deed of Trust chargeable against the Lender or the solder 3f the Note:and (d)a specific tax on all or any portion Cf the Indebtedness or on payments of principal and interest made cy Grantor Subsequent Taxes. If any tax to whirl)this section applies is enacted subsequent to the date of this Deed of Trust tins event shall have the same effect as an Event of Default 'as defined Cefowl. and Lender may exercise any or all of is available remedies for an Event of Default as provided ceicw 'trleSs Grantor either ial pays the tax before .t becomes delinquent.or ibi contests the tax as provided above in the 'axes and Lens section and deposits wan Lender cash or a sufficient corporate surety bona or otter security satisfactory to_ender SECURITY AGREEMENT: FINANCING STATEMENTS. The following previsions relating to this Deed of trust as a secur.ty agreement are a oar of this Deed of Trost. Security Agreement This 'nstru^rer.t snail :enstr„to a aeon ty ag•eerner.t to the extent any at the °'ope'ty :ors:ti.'es fixtures or other personal property.coo Lender snail ha•.e all of To rigrts of a secured party under the Uniform C..om'7 e•c a. Code as amended from time to time C! Security Irate. ... UOOn request by Lender.Grantor snail execute financing statements and take whatever other act''n S requested by Lender to perfect and continue Lender s security interest:r,the Pents and Personal Property 'n additmcn to Cl recording this Deed of Trust in the real property records. Lender may. at any time and without further authorization•rc'ri Grantor.'de executed counterparts. conies or reproducliOns of tn's teed of rust as a financing statement Grantor ar.a l C2 reimburse Lender for all expenses incurred n perfecting or continuing this security interest. Upon default. Grantor sra assemble the Personal Property in a manner and at a place reasonapfy convenient to Grantor and Lender and trace t available to Lender within three(J)days after recerct of written demand from Lender. •I Addresses. The marling addresses cl Grantor idebtorl and Lender secured party,.'rom which information concerning t`e security interest granted cy this Ceed of Trust may be obtained each as recurred by the Uniform Commercial Cocci.ate tic stated on the first page of this Deed of Trust. FURTHER ASSURANCES;ATTORNEY-IN-FACT. The following orovisicns mating to further assurances and attorneym.Iac: are a part of this Deed of Trust Further Assurances. At any time.and from time to tme.upon request of Lender.Granter will make.execute and de:wer.or will cause to ee made.executed or Delivered.to Lender or to Lenders designee.and when requested by Lender.cause to be filed,recorded.refuted.or rerecorded.as the case may be.at sucr,times and in such offices and places as Lender may deem appropriate.any and all sucn mortgages.deeds of trust.secur:ry deeds,security agreements,financing statements. Continuation statements.instruments of further assurance,certificates,ano other documents as may,.n the sole opinion Cf Lender be necessary or desirable •n order to effectuate.comolete. perfect, continue, or preserve 'al the ocligatrons of Grantor under the Note.this Ceed of Trust,and the?elated Documents.and •bl the liens and security interests created by this Deed of 'rust as fast and ono( 'lens on the Property, wrether new owned or hereafter acquired by Grantor. Unless prohibited oy law or agreed to the contrary ey Lender.n writing.Grantor shall reimburse Lender for all costs and expenses uncurled in connection with the matters referred to in this paragraph Attorney-In-Fact. .f Grantor tails to do any of the things referred to in the preceding paragraph.Lender may do so for sr:: in the name of Grantor and at Grantor s expense nor sucn purposes Grantor hereby irrevocably appoints r_ender as Grantors anorney.in-tact for the curpoce of making executing 7eiiverirg, fling, recording. and doing all other things as may be necessary or desirable,in Lencer s sole opinion•to accompnsh the matters referred to in the pieceding paragraph. FULL PERFORMANCE. if Grantor pays aft the indebtedness when due.and otherwise performs all the obligations imposed..Con Grantor under this Deed of Trust.Lender shall execute and deliver to trustee a request cr'tull reconveyance and shall execute and deliver to Grantor suitable statements et tefmina!'cn 7f any'narc:ng statement On file evidencing Lenders Security•nte',St n ire Penis and the°ersonal°'ooerty arty reconveyance'ee:ral t_ca.0 Dy Grantor f permitted Dy ac0'icabie'aw 'he grantee in any reconveyance may be described as ire ceiscn or Ce'sons ega,ty entitled thereto*.Ito the recitals n the'econveyarce any matters or'acts snail toe conclusive 7rco'of ire truthrui"efts:'any such—s1ce s or facts DEFAULT. Ea:^."re'c•cw.re at ^.ct on or;.ender sra) x^s'!.•e an even;D,ce1au!t c•.ent of Cefrlrl.. dicer•r s_era or ru St 1 07-18-1997 DEED OF TRUST Page 7 Loan No (Continued) Default on Indebtedness. 'd.•ure or Granter'o mare any payment wren cue on Ire dlaebtedrress Default on Other Payments. Failure of Grantor within:re rime reGtaied oy t'is Coed of Trust to make any payment for:axes or insurance.or ary otner payment recessar/to prevent'ding of or:o e:fect discharge of any lien. Compliance Default. Failure of Grantor to comply wan any wry'errs obligation.covenant or condition contained in this Ceed of Trust.the Note or,n any of the Related Documents. False Statements. AP/warranty.•eoresentat'on or statement—..ace for'um,sr.ed to Lender oy or on cenaif of Grantor under this Deea of'rust.:he`lore or the Reared Documents is false or misiead.rg in any material respect,either now or at the time made Or'urn.:shed Defective Collateraflzatlon. This Deed of -rust or any of:hie Pouted Documents ceases to be in full force and effect !including failure of any collateral documents to create a valid and perfected security interest or lien)at any time and for any reason Death or Insolvency. The dissolution,regardless of whether election:o continue is made).any member withdraws from the limited liability company,or any other termination of Grantor s ex:s:ence as a going business or the death of any member,the insolvency of Grantor,the appointment of a receiver for any pan of Grantor's property. any assignment'or the benefit of creditors any type of creditor workout.or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Grantor Foreclosure. Forfeiture, etc. Commencement of 'creclosure :r 'or`e•ture oroceeaings. whether by Judicial oroceecirv^, self-helo.:epo5session or any other method,ty an/creditor of Grantar or by any governmental agency against any of're Property 1+owever this subsection srall not apply.n the evert of a good faith dispute by Grantor as to Ire validity a' reasonableness of the claim which s the basis of the forecrosu•e or 'orefeiture proceeding, provided that Grantor gives Lender written notice of such claim and furnishes reserves or a surety bond for ire claim satisfactory to Lender. Breach of Other Agreement Any cream cy Grartcr order the•orris of any other agreement between Grantor and_ercer that•3 hat:emec.ed w,tnin any grace period Ciov ded :herein. ci•rC'ng without limitation any agreement concerning .17, C4 rndeoteaness or other obligation of Grantor to Lender.wnether exist.rg now or later. Cl Events Affecting Guarantor. Any of the preceding events occurs rv'th respect to any Guarantor of any of the'noettedness C or any Guarantor dies or becomes incompetent.or revokes or disoutes the validity of.or liability under.any Guaranty of the l'1 indebtedness Lender. at is option. may, but snail not be 'egaired to. permit the Guarantor s estate to assume unconditionaily the ooligai:ons arising under the guaranty in a manner satisfactory to Lender, and. in doing so. Cure tr_ r- Event of Derau:t {` Adverse Change. A material adverse change occurs,n Grantor s'insocial condition, or Lender believes the prospect of payment or performance of the indebtedness is impaired. Right to Cure. .1 such a failure is curable and'I Grantor nas Oct teen given a notice of a breach of the same provision bi this Deed of Trust within the preceding twelve(12)months.it may_a:ured:and no Event of Default will have cccurreal f Grantor after _ender sends written notice demanding cure of sucn 'a!wre: la)cures the failure within fifteen I151 days: or rbl if the Cure requires more than fifteen 1151 days immediately nitrates steos sufficient to cure the failure and thereafter • continues and completes ail reasonable and necessary steps sufficient to produce compliance as soon as reasonaDiy practical. RIGHTS AND REMEDIES ON DEFAULT. 'Jean the occurrence of any Event of Default and at any time thereafter Trustee C' Lancer. at its option. may exera se any one or more of the following 'rots and remedies. in addition to any other rights or remedies provided by law' Accelerate Indebtedness. Lender snail have the fight at its opticn to declare the entire Indebtedness immediately due and oayable..rcluding any prepayment.-.airy whicn Grantor would De required to pay. Foreclosure. With respect to all or any part of the Real Property :ne Trustee shall have the rignt to exercise.ts cower of sale and to foreclose by notice and sale.and Lender snail have'he r got to foreclose by lud!cial foreclosure,in either:ase n accordance with and to the full extent provided by applicable raw UCC Remedies. With rested to ail or any Dart of the Personal Procerty,Lender snail have ad the rignts and remedies or a secured parry under the Uniform Commercial...;Coe. Collect Rents. Lender snail nave the right.without notice to Grantor to rake oossession of and manage the P'ooerty aro collect the =tints including amounts oast due ana uncaid. and aco!y:ire net proceeds-over and above :enders costs against the indebtedness. 'n furtnerance of this right.Lender may'equire any tenant or other user of the Property to make payments of rent or use fees directly to Lender If the Rents are collected by Lender.then Grantor irrevocably designates Lender as Grantor s attorney-in-fact to endorse instruments received 'n payment thereof in the name of Grantor and to negotiate the same and collect the croceeds Payments by 'enemy or other users to Lender .n response to LenCer s demand snail satisfy tine obligations'or which:he bayments are''rase wnether Or not any O/oCer grounds for'he cemarC existed Lender may exercise its rigors under tors sucoaragraoh either n perscn.by agent.or thrcugn a receiver. Appoint Receiver. _ender snag rave toe right co mare a 'ccc vet socointed to take possession of ate or any Dart of'r- Propert'/ with me cower•o:wet:and presen,e•he Property,to overate the Pr:Derty precec.rig or pending!orectosu'e sale ana :c,'ec:'hie Per•s'r„ 'hie P•operry ana away:re proceeds over sod above the cost of the rece'.ersn,o. against 'he rreCtearess •ecei.er may se^re without cord cerr•itted ty law enders right to:'te aoeoinfinent al a roc^•.., rip 31: 07-18-1997 DEED OF TRUST Page 8 Loan No (Continued) snail exist wr,etrer or nci roe acparert .3. a of ire ?toper'/ exceeds the indebteoness by a su ost.nt,a1 amount Employment Dy Lancer snail nct disqudiiry a person from ser.rg as a receiver Tenancy at Sufferance. I Grantor rema,- n possession of ire '•ccerly alter:he Property is sold as provided above Or Lender otnew.se becomes entitled to possession of the Property.poll default of Grantor.Grantor shall become a tenant at sufferance of Lender or the ourcnaser of the=ropemy and snarl,a:Lenders option,either tel pay a reasonable rental for tire Jse of;he Prccerty or Po vacate Ire Property immealately upon the demand Of Lender Other Remedies. Tr..,stee or Lender snail have any other ion: or•emecy ua•nd-y in this Deed of Trust or the Note or Dy aw Notice of Sale. Lenoer snail give Grantor reasonaole notice cf the time and place of any public sale of the Personal Property or of the time after wn,cn any private sate or other intended disposition of the-Personal Property,9 to be made Peasonaole notice shall mean notice given at least ten (101 days before the time of the sale or disposition. My sale of Personal Property may be made in conjunction with any sale of the Peal Property. Sale of the Property. To the extent permitted by applicable 'aw. Grantor hereby waives any and all ::guts to have the Property m,rsnalled in exercising its rights and remedies.the Trustee or Lender shall be free to sell art cr any part Of the Prooerty together or separately,in one safe or Dy separate sates Lerder snail be entitled to bid at any puolic sale on at cr any portion of the Property. Waiver;Election of Remedies. A waiver by any parry of a breach of a provision of this Deed of Trust she's rot constitute a waiver of or pre1uoice the party 3 terns otherwise to,demand strict oomoilance with that provision or any other provision Election by Lender to pursue any remedy provided,n this Deed cf Trust.the Note,in any Pelated Document,cr pro•.uded Cy law Shall not exclude pursuit of any other remedy. and an elect:on to moire expenditures Or to take action to perform an obligation of Grantor under this Deed of Trust after failure of Grartor to perform shall not affect Lender's right to decia:e a default and to exercise any Ci Is remedies v C./ Attorneys'Fees;Expenses. 'f Lercer institutes any suit cop 3C.•on to enforce arty of the terms of this Deed of Tust.Lercer Cl shall be entitled to recover sucn sum as the court may sdlucge 'eascnace as attorneys'lees at trial and on any appeal. Whether Or rot any Court action ,s invOtved. ad reasonable expenses recurred by Lender which in Lenders ocrn,On ate necessary at any time for the protection et its interest or the enforcement of its rights shall become a part of the'nceetecness C4 payable on demand and shall bear interest at the Note rate from the date of expenditure until repaid. Expenses covered by this oaragraon nclude. without limitation, however subject to any ',mils under applicable law, Lender s attorneys' 'ees whether or not there is a lawsuit,including attorneys fees for banxruproy proceedings,including efforts to modify or vacate any automatic stay or .nlunctionl, appeals and any anticipated Ccsb,ucgment collection services. the cost cf ;earning •I records.octairing title reports iinclud:ng'r,reclosure:epertsl, surveyors reports.appraisal lees,title insurance,and tees for the Trustee.to the extent permitted by applicaole iaw Grantcr also will pay any court Costs.in addition to as c:her sums provided by law. Rights of Trustee. Trustee shall have art of the ngnts and duties of_ercer as set forth in this section. POWERS ANO OBLIGATIONS OF TRUSTEE. The foilowtng provisions relating to the powers and obligations cf Trustee (pursuant to Lenders instructions)are part of this Deed of Trust. Powers of Trustee. In addition to ad powers of Trustee arising as a matter of law.Trustee snail have the power to take the following actions with respect to the Property upon the written reduest of Lender and Grantor (al join in oreoanng and fitirq a map or pia(of the Peal Property,including the dedication of streets or otner rights to the public; ,b)join in granting any easement Cr creating any restr,ot:on on the Real Prooerty;and ICI join in any subordination or other agreement affecting this Deed of Trust or the interest of Lender under thus Deed of Trust Obligations to Notify. Trustee shall not be obligated to notify any other catty of a pending sale under any ether trust deed or lien.Or of any action or proceeding,n which Grantor,Lender,Or Trustee snail be a party,unless required by aop'icaoue law or unless the action or proceeding is brought by T'ustee Trustee. Trustee shad meet all qualifications req...red 'Or Trustee under applicable law. 'n addition to the rights arc remedies set form above.with respect to ail or any part of the Property tre Trustee shall have the right to foreclose by nonce and sale and Lender shall have tire rignt to foreCIOse b'y•ud'ctal foreclosure.in either case in accordance wrtn and to the ru.l extent provided by applicable iaw Successor Trustee. Lender, at Lenders option. may from time to time aopoint a successor Trustee to any Trustee appointed hereunder by an instrument executed and 3Ckrowiedged by Lender and recorded in the office of the recorder cl RING County Wash.ngton. The instrument shalt contain,in adddicn to ad other matters required by state iaw.the names of the original Lender. Trustee. and Grantor, the bOOk and page or the auditor s File Number where this Deed Of Trutt is recorded.and the name and address of the successor trustee.and:he.rstrulnent snail be executed and acknowledged Dy Lender or.us successors in interest. The successor trustee without conveyance of the Property,shalt succeed to ail the'ate :ewer and duties Conferred upon the Trustee n'his Ceed cf Trust and by acolicable law This procedure for s•.Dsutu;OO It "'wee snail govern to true exclusion pop ail other provisions for sucst t,t'on NOTICES TO GRANTOR AND OTHER PARTIES. Sub;ect to acp,dole'aw 3rd except'or notice'edu•red Dr arcwec by taw ▪ even,n another,Wanner any noise ur^er this Ceeo of Trust snail De n wirng,may Ce sent by teieracsimde.and shall)D. e e.',ve when 3rttuall delivered cr wren deposited with a^3':dra.ly•ecogni:^',overn.gnt courier.or if mailed.snail Ce oelmeo effe ve wren 'teposdeo n the ,_riled States ''•.s.i 'tops: :'lass ter„!,ed :r ,egrstered mail. Postage prepaid ^,tooter] t add esses shown near!re Deg nr.ng Cl Lois Ceed of' .,. shy Carty may charge is address for notices under this Ceed at • • • PTIs 31, r • ! . . • 07-18-1997 Loan No DEED OF TRUST (Continued) Page 9 Cr/giving formal written notice to the other parties,soec'•'yrg net're oi.reose of me notice A to change the Carts address Ali copies of notices of'oreclosure from the nolder of soy .en Ar_c'r -as cr:onti over this Deed of Trust snail De sent to Lerder s address.as shown near the beginning cf Tit Deed of "ri.sI :or ^c:_ce Durposes Grantor agrees to Keep Lender and 'ru area informed at ail times of Grantor s current address. I MISCELLANEOUS PROVISIONS. The bacwing misceilareous crc.'s cos are a part of this Ceed of Trust. Amendments. This Ceed of Trust. together with any °e.ated Documents. constitutes the entire understanding and agreement of the parties as to the matters set forth:n this Ceed a''rust No alteration of or amendment to this Deed of Trust shall be effective unless given in writing and signed by the par. or parties sought to be charged or bound by the alteration . or amendment. Annual Reports. If the Property is used for purposes ether Ivan Grantor s residence.Grantor shall furnish to Lender,upon request. a certified statement of net operating income received 'tom the Property during Grantor s previous fiscal year in t such form and detail as Lender snail reauirs. 'Net operating ncome•shall mean all cash receipts from the Property less Sii Cash expenditures made in Connection with the operation of the Property. o and y nder In aslhington. ThIs Deed of Trust shall be governed by and construed rIn accordance dwt eh h laws the State of the W State of Washington. Caption Headings. Caption heeargs.n this Deed of Trust lie 'ci convenience purposes only and are not to ce'.sea to interpret or define the provisions of this Deed of Trust. Merger. There snail be no merger of the interest or estate crested Dy this w(hoof thed of rus writtet nany any othert . terestf Cr estate.n the Property at any time Held by or for the benefit of Lencer n any(rapacity, Multiple Parties. Ail obligations of Grantor under this Ceed or -•.st mall be joint and several,and ail references to Grantor ows snarl mean each and ievery Grantor This means.gat each.cf're persons signing below is responsiole for all ooliga:rons in "i this Deed cf Trust. . OSeverablllty. f a court of competent jurisdiction finds any provision of this Deed of Trust to be invalid or unenforceacle as to ;4 any person or circumstance.such finding snarl nor render that orovrsion invalid or unenforceable as to any other persons or C: crrcumstanCes. If feasible, any such offending provision shall be deemed to be modified to be within the limits of _ f enforceability or.validity: however, if the offending Crouton cannot be so modified. it shall be stricken and ail other • provisions of this Deed of Trust in ail other respects snail remain raid and enforceable .r j- Successors and Assigns. Suoiect to the limitations stated in this Ceed-of Trust on transfer of Grantor s interest.this Deed of • C.r Trust shall be binding upon and inure to the benefit of the caries.their successors and assigns. If ownership of the Property- becomes vested in a person other than Grantor.Lender.without notice to Grantor.may deal with Grantor's successors'wah reference to this Deed of Trust and the:ndebtedness Dy way or'droearance or extension without releasing Grantor hem toe obligations of this Ceed of Trust cr'!ability under the IndeDtecress • i Time is of the Essence. Time is of the essence in:re certertrarce of this Deed of Trust. Waivers and Consents. Lender snail not oe deemed to nave «awed any rights under this Deed of Trust for under the Related Documents,,,niess such waiver is in writ.rg and sigred cy Lender. No delay or omission on the part of Lender.n exercising any rignt snail ooerate as a waiver of such•fight Cr any other right. A waiver by any party of a provision of this I Deed of Trust snail not constitute a waiver of or prejudice the party s right otherwise to demand strict compliance with that provision or any other provision ho prior waiver Dy Lender.nor any course of dealing between Lender and Grantor,shalt constitute a waiver of any cf Lender's rights or any of Grantors obligations as to any future transactions. Whenever consent by Lender is required 'ors Deed of Trust. the granting of sucn consent by Lender in any instance shall not constitute continuing consent to suoseauent instances where such consent a required. Waiver of Homestead Exemption. 3rantor rerepy•e•eases and waives all rights and benefits of the homestead exemption laws of the Star of'tiasnrngtcn as to ail indebtedness Sec.rea;y etis Deed of Trust r i • • roz T1i�'` . 7 -. V L-��,�� ,l/ 07-18-1997 DEED OF TRUST Page 10 Loan No (Continued) EACH GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND EACH GRANTOR AGREES TO ITS TERMS. GRANTOR: SW I C. By: FF ET SH,Manager /LIIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATEEOF C(`C.O3I�� . ss C.1 DANETTE A. BRANDT COUNTY OF j /1 Y ) STATE OF WASHINGTON NOTARYnuuc � --�•�-q-pPUBLIC(� On this c f't• day of �l (..yCe.� . 19%7. Cefcre rr X(rrePen11Et91gnl�'IQGTa3y R,tJikk personal./ appeared JEFFREY A.ROUSH,Member of W 19TH LIND LIZ;-and persorelly known to me or proved to ma rn the bass cr satisfactory evidence to be a member or designated agent of the limited 'lability company that executed the Deed of Trust an: acknowledged the Deed of Trust to be the tree and voluntary act and deed of the limited liability company,by authority of statute its articles of organization or its operating agre. ant,for the uses and purposes therein.mentioned,and on oath stated that re:r she is authorized to execute this Deed of Trust and in fact executed:he:eed of Trust on behalf of the limited liability company /' / I By -e.Lt.1_1.L._��nC C� _/__ Residing at r—dYY10.G�p�L�� ------ Notary Public in and for the State of Clio sA /2 5[P^- My commission expires i- REQUEST FOR FULL RECONVEYANCE r- To. Trustee r j The undersigned is the legal owner and holder of all indebtedness secured by this Deed of Trust. You are hereby requested upon payment of all sums owing to you.to reconvey without warranty.to the persons entitlec thereto,the right,tale ano r..teres: now held by you under the Deed of Trust. Date: Beneficiary: By: Its: _ASEa PRO.R•9.J.i '•t.!'.M.,if.,err.3.23 to r997 =i ars5•rv.c•s.nc.a:t',QV,• .WA-do,sWr9r...L51 • • =Er • • �' . •a -:: � a •L 7 . ! )7:.'":.;.N151,,t41 • PUGET EASEMENT FOR UNDERGROUND ELECRICSYSTEM :_ •-- -..''7 , POWER - METRO INDUSTRIAL DISTRICT, INCOP.?ORATED, a :Washington corporation, a (-Crania,- hereint. grants, comers and warrant, to PUCFT SOUND POWER k 'AGM COMPANY. a Washington air- tri potation ("Grantee'herein!. fat Ilia purpoeea hereinafter set forth a perpetual easement under.acmes and cver the(el- r. lowing descroed reel property Phut"Property•hereinl King County.Washington. i :7 C� All of Vacated Blocks 19, 20 and 23, including Vacated streets, 1 .j EXCEPT portion for State Highway. and EXCEPT Lots 8 to 10 and i ".1 49 to 51 Block 19, and EXCEPT portion deeded to the City of Renton. ' :' Lots 1 to 16 and Lot 32, Block 6, EXCEPT portion for State Highway. 50 Lots 1 and 32, Block 5. I All located within the Plat of C. D. Hillman's Earlington Gardens 1 Division No. 1 according to Plat recorded in Volume 17 of Plats, page 74, records of King County, Washington. P-, Located Ln the Southwest quarter of Section 19, Township 23 North, Range: 5 East of N.K. . Except as may be otherwise set forth herein Grantees rights%hail be esercised upon:hat portion of the Property ithe-Rigna t of Way"herein,desmbed as follows: . A Rluhtof•Way_ 15 feet In width haw+,- _--___ •---..L.r..L..,,11isA,,n,(i(,ay„n.rir.+--nFe-e...•••r. line4esaibed as follows: 1-_, t"'.:.-..t::::: v.- The north 15 feet of Lots 1 and 32 Block 5. 3/ < . ;';u.`f The north 15 feet of Lots 1 and 32 Block 5, ALSO: The east 15 feet of Lots 1 to 15 Block 5, ALSO: The north 15 feet, northeasterly 15 feet, the east 15 feet. southeasterly 15 feet. and the south 15 feet of the ahoy.,Vacateddescribed Vacated 3locks 19, 20 and 23, including Vacated streets, as measured parallel with and it right angles to 1 Southwest 16th Street. East Vellef Highway, and Southwest 1?t'. Street. (t. OJT •,...f-•ay\ I. Purpose.Creme.shall hay.the right In cnm verve. '.pair.replace and enlarge an uretervnund electric transmission an,Vor disinbunon esvtem 'soon and under the Right.nf.Way together with all necessary or convenient spy I purtenancee therefor.which may include hue it..not limited to:he following:,indergrnand conduits.cahle, ummunicatlnn . - - _ i I lines:vaults.manholes.switchess and transformer,: Ind wms.huried or round mounted facilities.Fellow,/•he initial con. r un,cetnn of its realities.Grantee may from time to time construct such additional realities es it may require. I S Aacese.Grantee shall have the right d atxess in the Right-of-Way over and arposs the Proper's'to enahl.+;rantee to elm.. rise its rights hereunder.nrsnldel.Mai r:ranlee thud compensate Grantor for an.,lama•.,n Me e•noer•e�.tsed by the ever• ow of%auit right of guess ( I. OM h intetlona: nslu nine.^.rant••.-!av rtnm,,mr'n!!me reran\ 'tees 41sh.•s it,her Thug,,,,'hug,,, '^nt ,'h.n the Right. S•• , nf•.c.is ..nil mnn•rr.l Intl stead••hr R.gh,sf•'.Vas ..ac.• -aril nut eraton.hl, 'nu. '0- nut'h..n.irryrvs set forth,n • paragranh t her...( innnided.'hat lollnsv,ni any inch work r:rantee'matt n heVent•eatnnahis wac•tcanle restore the Rightof-Wan m'he randition a .is,,sm..l,aI.1V ;•r.sr 'o+rich•sort F011o..•ne'he:nstnd.tinn is t;nniee s•tmletstru ind !aalisie•s.Ce inter,tav nmiertear inn m.ltnart',mnrnv.menis'o•tin landsvau,ni of.he 11:ght•af •vsy aro.ldett:has no tr:ea MT t .. sther plants shad he placed then., ...men ,timid he •inn.•onnahl,' esp.nsate •ir.mprac':c'il 'or Grant.. 'o remove and i restore 'I. Grantnr-s Use n(Rlgdild•a'ay.':early a.:nes ..r-gnu ., .in'h n n• .•i!v'•.i..i.•.•.is',r es ••.:r^ e-.t. -rnntutenl,.ith •h.•.aht.he,.,nsnt.d.;rptnr1e•a "Iva,',men,,•sad n.•t inn_ ••+.r matnlatn any^•,1:;:re or ••r.•r•.^•:erect•on the iient• e• •1f-W,.•ah.rn•.sm,ni•nt.rl.re-•..h r• •sr••f''',r•.¢Has,.rein mn•..i.'hit^.n l:a•}n-e "vtn•n^c •r •,tn:r!arm no reef.- ttt•.r••nn ,r•..••. oyes ,..(.... n ... •... . ..'n_ ' . .1 .•.q r ,mr.n'•.•'n . .N..,-, .. r ...ry..n �• lEISM hint. .V.iv.it••n.l•Ing.r•tie..ter•11 air•MI n tan I II,:•:•te. nit'ti ll no vl.sti!rg!nut• •. e s.tt.n ' . a!•ne Raghl.ol- .Vav S. lndernrutv..1, s,zeauns and :•+r.•,nv •.I.iwm.n. :rice-tar•.s'i.ndatnn!i'. in,:••n:.l-itm.•si .:into,it•tm Jos Ind ail claims inr'murte,annier';ameaes suil.rei bt inn c•nrn..nlca may be-et:seu by're I;:in:en••t.,',,,of'he rtgnu — -7 herein granted: •rov.ded 'nal';;antee mall not •:. .•lronsihle•0 t;nn!nr'ar en. n.cr•es st'1:nr ':images.n ins' person f -suwd 'iv.ICES nr nm.ts.oru of :;ranter11 I k,tandnnmenl -Z.,.ants•.•r•,n Ir In•...r ._..I. .•. n•..,r.n . . .. ., . . . , .. . J ,_•..i `, t i r .. . ,..^N.....Ir• n .r r.. ^.. .t. ••-.. rat. .r, I .. •..'1 in r , • 'J! „ I:•tn.n,..^^-I ^l.l .. .. .. . .. 'J' •1•'n . . , .r+ I .•lily rat.J.. t , >/ • .•, .. ,n•.. I\ .. .r .n. w .. .. . . ..... -. ',} + rV'�1"Ir • • • • • a • 1, , . f • • DATED thla delay d /14rY•(If7/1 vv . 19 32 . ` } a CRA:TOR , .METRO INDUSTRIAL. DISTRICT, INCORPORATED, I a Washington _orporatl.on, . t r- Ay• e+ • !. ti .l STATE OF WASHINGTON i I SS COUNTY OF King I f On this day perm nppe ared before me Pau I S. Ch/ado I to me known 1 the In, vidual_descn . Ina who executed this within and• m w .rig imen!. and ackn edged that t _he 'holed the se as free an lower/ ct t tl de••d �he'wn and purposes they; me 'oned- w EN under my basil and of c seal this 901\s4LeCi3\ss yOVC7?r l i .19 —• j Notary Paddle in u1l for•he Stale of VhshIconon. resldIn>rit Sva►h1P \ iligrt STATE OF WASHINGTON I SS COUNTY OF I On this day personally appeared he(nre me to me known in I.e the individual_described in and who.sectttml the wrth.n and foretmeng Irntrument. anti arkttowlede.d that slimed the same as free and voluntary act and deed for •he uses and purposes therein mentioned. GIVEN under ms•*nand and offival seal this day of .10 . — Notary Public in and for.he .Stale of Washington. residing al 1 } • STATE OF WASltt,ut;TUN 1 .7; S5 COUNTY OF I • - - _- . On this duv :wreanally appeared hc(ore me to me known to he the Individaei__described in and who executed the within and foreenlnS instrument.and acknowledged that vaned'he same as free and voluntary act and deed for'ha oses and purposes therein mentioned_ CI\EN und.:r my hard and official weal thts day of . 19 r V;, HI>t `lntary p•.hlic .n tnd 'or •a.: Starr n1'N tshington. •.sll1 1J31;•. ••wt`• a res.dine at IO.f(soe •rt rill .J4 • Ai 71 '_; t S.VI 44 '...ttltll 1c;;- C4 CORPORATE ACKNOWU.EDCME'T .fit{ .X+1 ' n I COUNTY OF A inq ' ti •1 ,, e'err m he mdentrned.nersonadv appeared On this ��-1.., �1 _:>�'/e•" pr — _ — ?.tt: '-h1 arfn :er•a --- -- 41 n,,.•;not,n •.. '.. he =n 7 eq 1 sea• _ olc< _ ---------- Ass>aootwiv. )f I .1E23Q_21D.US2:17.1AL—D15 Lf""• '1CO12.P,R=.D n. -a, .•r,•u•n •sal •.,sated the farctto.n9 nutriment. • unit ,can,,,,l.•'',,l the aaui...women'••s he the ire..and•.nl•tn'.rs .not.1.•...I.•I tenet•-)rrrr.olen '-r•he ours and purposes ther•'n ' — seen•.. ,.. n , ,.. �B --- -- — ..„-rr..•... •. . ..t.• h• •...I .nattoment and 'rat 'he I •.d .IU•••• s e nrr•'rao•v..t ••f 1.u.t raart'nfnttm. 414/16 T al- •Y* Pr/VIMCRT T TU UTILITIES /1 Mull mat WI NI 1111 u� EASEMENT 11.01. THIS IR3TRUMEJT, made this 12ti day of ,luny . 1987; '.x by and between Valley Office 'ndustrial Park; a Washington Corporation and • '• Equity Valley II Venture, • Colorado General Partnership hereinafter called •Grantor(,)•, and the CITT OF RENTON, A Municipal Corporation of QM [1ng County, Washington, hereinafter called "Grantee". r l.} • WITXI:SSETHi .;��:: That said Grantor(,), for and in consideration of the sun of rvs. $1,00 (One Dollar and So/100ths) •,:y;•: paid by Grantee, and other valuable consideration do by these presents, �• grant, bargain. sell, convey, and warrant unto the said Grantee, its •::.;. successors and assigns, ■ non-exclusive easenent for public utilities Ca (including water and sewer) with necessary appurtenances over, through, • II" across and upon the following described property in King County, Ca Washington, more particularly described as fo11o1.e: N i• Plaaa p • r?g3i��-Er itsas Ntt • N asPil s`te..r a a. nit,-,°• _ 1%4SANITARY SEWER EASEMENT DESCRIPTION The North 10 feet of Lot 2; .I=r, The North 10 feet of the Vest :0 feet of Lot 3; i.s: i The West 10 feet of the South 185 feet of Lot s; _ ��: 4. All the above Lots being a part of Valley Office and Industrial Park subdivision No. 2, according to the Short Plat records under the Ring County Recording 4o. 5507169002; •- Situate in the City of Renton, County of King, State of Washington. 87/O7,28 *1846 D , .- • RE CD F 7.00 . _ . CASHSL **ww7,Cti a m � Is _�T J�• ,C -—• c0 n1 :.iTr•. j —.• i y .S •:i •Ica.. , jV1 A ""'lit , • • • �'�` -. '• Said heretofore mentioned•.:.••. (� - grantee, its successors or aaslgna, ' - • shall hew. the right, without prior notice or proceeding at law, et such r t-• , times as ■ay be necessary to enter upon said above described property for I the Purpose of constructing, maintaining, repairing, altering or • reconstructing said utilities, or aald ng any connections therewith, without • incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said - utilities shall be accomplished in such a manner that tho private inprovemeots now or hereafter existing in the rights)-of-way in compliance with the succeeding paragraph shall not be disturbed or damaged, • The Grantor shall fully use and enjoy the atoredescribed • premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures aver, under or across the right-of-way during the existence of such utilities. Reflection pools end appurtenant structures will be allowed in over the easement, and will not be considered a violation of this section. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successor', heirs and assigns. Grantors covenant that th• are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. If a party seeks legal recourse to interpret or enforce Its rights hereunder the prevailing party shall be entitled to reimbursement for all attorney', fees reasonably and actually incurred, 1.0 Paul S. Chiado, V ce President , u ice t - em1 VALLEY OFFICE d INDUSTRIAL PARK curt el CIO VALLEY i II VE T'JP.E Q CORPORATE FORMt STATE Cr VASHINCTON ) • SS • COUNT!' DF ICING ) Ii On this (- a day of . , 1987,.before- me; . the undo,-..igned, a Notary Public in one for the--State of Washington, duly commissioned and sworn personally appeared Paul S. Chlado to me known to be the vice President of the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath Mated that he authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto arrived the day and year in this certificate stave written. Sotary ?vbwic In end for the State of 4—'- , resld log at "y ^mtsslon S. W. 19 t h L I N D S H C I PLAT CIf1r or REN►°. l • • NO lW-9)-03)-yWt . A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022-86 uh a INrt01 uro INc4u ,y (wo /� 7e BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 19, TWP 23 NORTH, ROE 6 EAST, W.M. CITY OF RENTON KING COUNTY WASHINGTON '7 7O99 /5Z3 :a gt.L r(H'9 FlOTE3 LECIAL DESORPTION DECLAJIAMN CP SHOAT PLAT in •..1••✓1•,1..•w.111 I.....(lll.11.a 1 1.lr l a u1•we a•Il.dead••au al Wl n a10•l1 uu• ••eI •I•.11.u.. •41..1 r•.,_ rn•1.1 .,uw•.o wr.•.w1 r[w o 4•.(W.rtl .r....l.. • w.W 111•0 In•4 411..1.,.••r.r1•14......... ��d K p�lln Yo�i1 l••M u^qr r N w Al,.,•.. ..0.•11 u 1K l.wA•1:,ulu N.•1 p■wl OM11K 0l.\(101 I'll;, •im 1n.. . V MtD1 1..0 1n.••.w•1(114-Iy OW DW.Il rlr Il.v 11100 r 14.1 •CK '.CLDIDrII Ir,Ou r11t1 r 1U141 1 we Y.A.A••.•0.•.4 welt.M•.1 U etI I.1• ▪~.V I.we..rn 11 0.41 .•)M.16141.064 41(0444 r•4411 I 6.I..416•4 4 Id 11•14 1111 W 1001601(••110MI..C. 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Il•:1.::.5 1 •I,.w•....11•A 1460 10..+w4 •..w.011.0411 w1 [er� --�-- /��/�•y.l ��(�)•��)�•1�� ^ll 1T�•� al .•r.10•.1.(Ul..ra 10 110 we(we•01I 0•( ■ W1/ (OIl ,VI. .�I.t.VYN•M\ !�/V L`1`,.� w•. ..01 ...r 1,AI M•I.a1•n.J 1011 I 1 �/VrIG•Vy�' w.l~w I.1•.w.J W 1.1 .( •IU.)•MI 1•. _._ Will I I•l poi{l y/St(,l0lb) .1 •. .•J0 We la N1•rl.l....1.JJI.r C•14 1.µ M1 1 l.[rr11n q rcl.4/aa ��164 l••-1 aA1 r alV.r 1 1+1 .1 1•.r..- owl n ..1 (o.(..•.n1 N•at0 10 Maven MI ~~r1 1u4c• 4 .•n/u.:•1..1 we iw~w:•...�ryDq.•rl WI. lwf[14,11 Yo.r a So bun rue �-114Aty r N r• a'I 1•'✓roil). •_ ...••1r0 r• Wl. l.•rl.....4,....1.11r... `0/au 0~'ui.C } \ /I•.?I Willi I.o0 W w.I APPROVALS 1 )•....,.,„,.(I14...•,•.y1• 1 4�.1J1 Il.•N•...1• •■VIM.l.4f1 /.(f(1.,J7 N,.p. .•.• 1.i..•.•1 w.••••1•u.1 07.Q1 r1 4 a�ia1 \1 \1.•• weer r.»M'i•1 n•.w ••••vi w(u..)w ..eel G.-'•o^^•.I+.Iw!....• 1111"'.I Y.•1 ..91 •,.w.•... .w.v1'l1w' w rrrl ;y Sot f..a .we.w.1 • • rlr. .•1•.1•.,1•.•...•.w• r G'�0!1 •• I. 1 we,•,..„. 41'1l1•.•11o;4.6:1 fa� I. 110...1.I.04(1.. 11.1.. 101 tel.0 a+..1 ..•.I w .11•ACI• I•I,11.1 L 10 .•1. •a w (n1 q{I�. ...).••r11 . • 1,1..1.n,1.....• ut.Ial■M1a aMYrl r la. l n•.�. i441C NI►l t •...• 1 ••M.. 14,1 1.4•.•••.1 lb.Lie,..a16.61 M I.3 .45.SS RUG r pK ...I..w. • GS1 Iar.4r1..• • (1/1.1/41) lA.r1D ra•••pl!1.0.1.4 W.94.l 1.11 r OVERALL BOUt1DARY CONTROL PLAN -�•`��16" maton,.n uvua ..c e, 4, • AND SHEET INDEX JJli• -JJ1r• JJJa - • •'Irri/ •r-JJ-.r • 8 I b r I I rill, r•It I:ItIII- .IIk'vl IC Ile', l►It 11111�111 1l4v9, CPI IA(J I..�w ", - .y r+ ' > Itl:IJ /[r.0 A.I Hilt `.u11111 h. l A-./{ 4, r t S 1 NI V� w W lEC. 11, T IIN.A ..•.. wet.. P t� .I r.l el 70u f: 0/n/111 rti(7N- - 6E.vs id :10 II: ....:x.'1�y.J1.01.. a 0 / f�� 11� 2 14..):.1 0: : _ w t.w. wruNqL.�c -� :. r - 14:.):.1 0/0: I;. omm, IW/INIIAYEN/ ')d / ) i �T' 'iS• • a u•,•I W1E 600!41 d r" /111,,., IM..II•.••. I..l.nv r. d•S- IEAT1 OMIUOI i A fe1.L. ."r:�AtY/ (�.� �.wAlllw�l j _•.)......1. .; W, i 1..•. oe-. .c ,I et,eel•,. Iri:te,1..IMN .1..le 1: ...ell.1 - -•.. - • -- - --- ---J•`-_- t'l••.,11)1 KING COON wAAl.Ipll w 4 • S. W. 19th LIND SH .T PLAT 1.Ill 1:, Nlh1U7. LArsil 1/St , HO. U A-9)-012-S►Wl • e.rr.ee J<^ in,...-_ A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022.85 on OF Kirke!GAD eluw IQLAU-70.rW BEING A PORTION OF THE NE 1/4 OF THE 8W 1/4 OF SEC. 1D, WP 23 NORTH, ROE 5 EAST, W.M. , T OM >re1.eeeleele CITY OF RENTON KING COUNTY 1 WASHINGTON -it I - 4u' Iwu . f/i 1..u15 47. ./KIN.. / L.nr ;ll n Cam.: H Nwn1N1 ...[ o rl N . 1 rr 1 W[N�o LPG AVENUE 8.W, 0n a NOUN lgssAAGT Iq GAS w.11 N-lilw Ill/19;Yr1 e110 1-J/�' YbCii hl[�/rylwr s 0r77s/ ■ 170e04•(wN a ..so IIPAK s[1 yll 1 I)1 7v16 . 17OPN'g XU.1... CAS[0OS II.2I't a u I Y/u1' • c l u 01 eIINICw _____[RO/(11/le/17) n,. :B unll u.slWNl ru — -- i ;..1 \ . PLC NOU071e01.9 lc :o 5.01'70'3e•• 1021.' Ihw' - 107 Jr Wo 00 -1 731:13y • - le)e)' / 1 0‘11.1...; MI•11•4 .14 LI r4•\UY.1011 ACllll[Ax :II:1A1t Y11.1 YIN NI, .0. 0. �t ANI- G laeaul I� NI Wit S. Shut 1) YID — - ' MI'70'X[ ._ .._-7•eY._. t)A.SGIM KC NO �70��100 I .e10 I r.lelui Vl0 115/ -A/f. ;1 U'1 .1 Al . 1 • [r '•••I. I'd • LOT 3 LOT 2 ., LOT 1 c) I AREA - 65,823 SF. AREA - 85,802 SF. AREA - 64,510 SF. III •"•I • 151 ACRES 151 ACRES 148 ACRES �c �J • lb n ,. .l Y S ":i v 1:: + 71 is i co C•i 1'.L.I •i•r..0 c-sr,. e a 1•..11 1•)I..I III YIN r i •.r. .A/ 0/III/J111 10'UIUIY CAM WWI Ke—I — • itNCC NO e,0)7e le.e 111Y OfNI sic,-W MRACiO in KC Np ..Ur1 (A51 Nl NI POIet10J11ese i II IV. 1 SIC No 1)f21212170 1 i - _... . .. - 107 II' I- 4 stl It ! I I I W SEE SF€ET 3 - - I 1 I y.1 Jl.: .L• • t/ l L �A1� wl..l. f +,III. 1,I... Iu VI ..) 1 S Ir• l �G 11^vs u1:1. /:r,u Pei lu,t �I rUlu y..�w v�• , XE Ue IY7 U4/EC. 11. i fit l ♦ PI hi NA 90.11: LK 2J71 IYi . 47 Z e//)/Y7 U..UI,• -- -----' -- ' I I I 11 r - - (4.:.):.I to::: I�"►-I •W. ur LAO.[.LC. 2 71. , c -- i' II01 MET AVE N ELM Eoo r.111.. ! •1. wy tEA1ilk MA41uN0f UN Ie1C1 I!I '•� I=� ' .,.• I.041.", lN4r 114.w.y y d ri,1.+ 1rl..n...rl AI4 '1n.,.(� �J.1•. .. . ----- - -'-- _ / .re O. re + �.,.• 1.17 KWQ COUNT, [YALu11U1(,N 4 �_i S.W. 19 t h L I N D S H V ri T PLAT CO 0i RENION IN(p USE .. .--.. No. WA-9/-0)2-Stark . !AMNIA i11r% 11t`— A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SNORT PLAT N0. 022-86 urr or N(N1a(.......E.RUM()Nu 1N0 to 20D BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF 8EC. 19, TWP 23 NORTH,.ROE 6 EAST, W.W. 'mil 1111111911111111111. CITY OF RENTON KING COUNTY WABNINOTON (�Ay'/J/� .t I 411 IN.. . I 5"/ 1/4' NN.))la •i r1....1 q i L i 1 hod... :I l w C;.+ IN Nw1.w NI SEE SHEET 2 u.1 u n N . 1 to I ul a..u 1 R LOT 3 LOT 2j 11 coLOT 1 -- -•-' lent' ter 1e I--- --- I 11. •— . - - .. - +- i 1CZ 1Z G; SOOT:S-• Del 52' I •--• 1 11 w • C I --71'CAN Of 11(NIU14 .- () Vital'u3(N(In POT---1AVNO 47�1a10114 1 - 1 .) I Yww.D 1v.1■ ••, l•1(wl N1 n■ 10'V1UIT -�(�. ,( b • uMCID IN RC.No :. Y,. ..1... :1 i:;t.l :Ii .,. 1 '^ !1- ••011•L n ��O LOT4 E (j AREA - 119,350 SF !- • ( 7 I 2 74 ACRES i•i ' F 1 Il .. (.mil will (SII .*,ll I ,Ni, II L '.X N Ov»ID' ( ee)e9' i L.1------ s I LOT 5 I u) AREA - 118,603 8F. c, • 2.72 ACRES 1 . I1 P. ( I 1 • J - :; I I . ".,3 •7 tl. II:: ..I ::i101: iv, „' -Fi5 . c) ' ]7'CITT 01 N(NIl7N�{ l - --Mu SS'coo.—..ACCISS , UIIJIT U�(WNI P(■ 1 CI I A.1 N(A1 (SO( N.14 I. ' vW'- ROC NO_Tb7t1�hL I an I) c) )Iw1•1t. ,-, ]4]15. I -- • •— S— -- ---IU tltl'------._ _-.-I------ _--14,00--------I-1 --140 e7- -- ---_ . l•1 l _ DW ;.: LOT 9 I LOT 8 I LOT 7 I LOT 6 SEE SI€ET 4 .. I-4. 1.,,.. ...•■!P...11 - W1.1-.11 N.CIM N Y•M/MN1 I 1 .I.1 U..: : . I U.• ./ (1 C....U S I IA 9 N q y,,,,,,w `1.Nw•.I. ..:n•.I.I.N n,.11.121 v( 5I I 1 ..1 Q•G �S Ibtl� /.'IIl1 A•:I IiI) iUUNI `I( ('C�_ ME 1N !w V/ IEC. 11, T t'N 11 6E,W Y ' i i _ I 1. • o rJ lA cZ ►Ir.l, NA �nof: e!t)/91 L1.(.lt� - --- K x..t S.W. wu W+o.LLc. a 1' - •u' ((:i)..I tl/b. IA, OI(011N IWO FAST AVE I SUITE Su0 . ... , it,I 1tO 1C' t ? •i lA lEA1111:. wAtllyl • I.• 11w.+1I N., 1.nU n .A...w.., 60U uIC1N 11101 I I `\ 1'14 '.'N.1..w, IH.1....ul Nlh ti I,.1) ..4..... --. _.---- . Iw,. .IN)COUNTY 4 • "'1 wAIIIINU(UN S. W. 19th LIND SHI..IT PLAT an RcN(oN LA210 use V0. LUA-97-0.32-511PL ' �o �� !�— A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OP RENTON SHORT PLAT NO. 022-56 °�a aural IA+o ucuNu Nu ,, 2u2W BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 Of SEC. 19, TWP 23 NORTH, ROE 6 EAST, W.M. ... s emmae>•r CITY OF RENTON KING COUNTY WASHINGTON •t 1 I - 4u• 1Yu i )/i b1u;1 lu• •/Kos,. / wN• ',I 1 N(a4 IN YWUYI MI 4/O7L/ I 1OO I 1•111.• i.••Ill;19:Y:3 SEE SI•€ET 3 .jI )r Glt 0/ aN1a1 I� ^/ Z_/ ull,h "„:2,,A F[q .Vv JL it to YletotQi1I I LOT 5 %lap.- I I SUU1:.r1 X]1� �_1 Luw' -....__.._. T I Iwer • tsco. _, - t- - -11 awl I SU13h1)MA•t• p,. .0 6111110M {'1.-.• +n.. _:I lCF P. ATZi22-r1 Y (I) I Cl l ! y { Y kp• 1.- II ! •• ' .- 1 •• I LOT 9 LOT 8 LOT 7 LOT 8 Y r. <>.� ;i i AIIEA - 48,5II S F AREA - 49,926 S F. AREA - 49,926 SF. AREA - 48,904 8F. 4- U 1I1 ACRES 115 ACRES 115 ACRES 1.12 ACRES 1:) o .Y 1 r i,i rz K 8 4 I ..- I I IIWI I I U)i I I I)pIJ rxU/:.� . 334 ea' l T c:)w, 1Uee - -- -141w , 2)ovl. • IAo • �.111• ;r t. uA r]N ALc2 ss 4Ii 10 wu1 sown IZ•(q i IA)1 Y/N1 (11l lull e. (' Q- AAy)IIG13 }3I • ),Ill 1) ` y Yly aLC 11(3 1711117�]))aa�_ I" I� •• e)BY 1.31,n I.1 OW I- 141 00. uu:2.1' I u„ 14 - :5ln1 - - At 0. • EAST VALLEY FRONTAGE ROAD r., ' 1. IA...)l.�'.. •,1'11,,11 .,1 •r.1..1- ini Y.J..YI 1.1 ..II•IYI... 11.:.v.,., • u•YY G11'4G �• Yl• , .ac1 I.Y 11 ) al - Q. S IN:I� LW" AA.NUL .uul)1 N1 I/4 ew W. etc ll. T Q� Z al Ni. AA cn.12 t.2si9/ w„u t7N.. 1 E. IN u •`,111 l .•J1 It:'.1.',I L::: r'`(—`_- u, :1(01Nicf:Li119:U:AAViDli.i:NoL:11,111116:01001 ..� I •i // :1.6). , `o ., • l (t:'�l:�l 0/q: IA O(�N••1,1•`,t .• nro--tom.:—' 1;1 ., .. 1.0 1..4 t1..r.•11•... IA..1,11 AI.Y•.... ____�_� .. i. .. .A ii1 vn , 0. ...,1•t.n•. 1 rl.:r•.n.uI to.. '.1.1.,11 ^..•".. oma couN 11 4 MAs,,.../1UN S. W. 19th LAND SHORT PLAT A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT P1_.A BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 19, TWP 23 NORTH, CITY OF RENTON KING COUNTY WASHINGTON SJRVEYOA'3 NOTES L - 1 A R3.0 TILRAORSE UT(1ZPAC A SdObA SET-A COMEINtO E1ECTFC1•C LOTS 2 ANC 3 Of OTT Or (ammo SKIRT AAL.A7 M3 022-e5. REOORLLD LPCA. DE00QJTE RATN Bracer= O6RAAC( KASAd4' KTR was ICCZM.At4 A4 55071 R.002 AECOROS 4 bS COmRY. V9.BRo4t PRFOmCD TO CSIAdUSN DE R(ZAT10Asmr 9C1TORCCM TK CAMTiiQ11L IIOAgAEXU TOR AS SHORN. =us(S Cf DC TRAT R5( QC>3O(D r10SE SPELTm N RAC 3.2-I30-090 2 ♦ RECORD Or SIAFRti(Y resew LD 9T rMS Ofra AfA R(CCRC D N AOLLY4 91 4 S71R.Er5 AT PALLS 165 NO 165A LJCCA R(COK.c MIAN3 R e.30205900e 6 nE BASIS FOR 1K "Ou[SARY CQ4IQRAMOi AS SNOB 4 OM n6 SKIRT PLAT. R(TR TO no./ AP.ET FOR CLRFlSTC Y I[?rCN R04.110(T AO Hers 1 4.M)WDM DEUR DUREN THE IAENLA•OPTS FOU43 REM DE FAO 1-3/C muss CR9L ./ rue> SIREET POE Rt.C110P6 AAO TER RELATo/K2les TO THE ACrIYI RHE( SET N COW_ N 102 CTi7 R _ RO nA•Q Nrutsaarms. c _sC* M . 21' C Or (-Ara FOLM OR SO ` NIUt�4LIAN (11/19/52) 3. LOTS I TAMQAI 1. 111:1-11=24t XES1C LO7 2 Y SNORT PCA7 1O O22-IS( \, ARE s16C ReO CT TO nE 4T Cf DE CRT Or AD(TOM TO BAR( AECLSSAR•r SLOPES FOR CUTS AAO FILLS NOR LAO A.OA.( S• !97rh A.EAA( SOUTA) AS GRANTED B'F B6T71LaA RELOPnED',ACC' RECORaG A4,A.BEJ1 \ , e.20216Q352. Ti-( rdTP1..hiENT DO .OI STArt A SFECYC LCCA fIC I W(JIE T3ESE RiOITS MAT 9( E]EA(3`� 4 LOTS ] 19. NCLt751vC :EOr6TR.c LOT 3 or JPutCRT Put NO 322-a51 C •C• . .O. 1 AR( WATT ID nE mart Cf DE OTT 7r REKTOR 10 RARE •ECTZX+T rE:r� 37 : 7< ' .ia. .'M-65 4f,'rr�, 7C7T- P..L- 7:_-as ' stoats FOR CUTS AAo ILLS FOR EAST vA4.1EY FRORTKY ROAD 45 MOOED EN IMISTYYLNENT 2120 51 I TN. MC4T =O AORDED .11•X• R r CORDING �}ocLOGL1am WERE i T1ESE RENTS WAY DS ETE7 5 DE.yAgS Cf SCARN•CS FOR TARS SLAAKT 5 .MO 1953/91. AS REPORTED 9T nC art Of RENTCN RO..A& •ZTRICs OARSoI DE "Asa Cf 1 (I ..OR77ON1AE POSET3b1 IS OTT 1DMadNT .D I f t& 0404 6♦FLAT ' C3 sex (S r1OG I s BRASS 06C IRr11 A PJ.O. RRe( Co. A C.f OA RL7a POST I,CPARAD T DORN 0 45 FEET N A CAST RCN 164.RU/T CASE AT THE CY6-1Ta.CTtD I N INTETlYCT7[YI a SR 16tl1 SIXTY AAO LAO*OILY Sr rw( BARS Or it ^ -trn--' y REARINCS 6 THE RNE)SE "EAAR.L 9ETREDA OTT .IOAIUE(1 AO 1825 . - 3 1 MO CITY RDM Q IAE(1 . I]3I RMCI1 5 A 3\Er '31tASS PLUG N A Icf - AAOAUAID(T CAR A3 'AE 02:04771t ro MTER C-TIO I Of OR 2:.4 s 1,41 T _ MO UK) A1.ORA TR DE 9fAO 4 5 .ORTI1 01 2]'Oaf EAST. r r I ! _ 4. R TIE pas cc KR17CK DAMN FOR T1S SA AtAEY IS NANO 19ea AS g . LOTr` LOT a }I.f) ROR1tD IN Ns CITY OF R DEN 7E,,A CAI. SOW:ES OA•X*4 TE o L.-L E •-.ti . ( , ROAD, RMKAA et 5 OTT AIOpfi .3e95.1 JLCFeffD N ...on 3 AE3O.•E :aG - _ me aro=nom 6 ra 70 FELT (7 S3A R(TL.T61. 4 `„:, -__ .----_-, LOT 7 I ^--- [ ,,. 7 ADDRESSES '].TAN ACRE Om (AS re arm 9T P(7 Sit.1 7 MI AERE -.._ n 3 . 3 ►IENCED BT 11E MY 0 ROrtCN Skirt PNOR TO T.45 P.A 4 7,T v ;C':Or: xres P./..I� 61-45 �`:.0:'TAel-. C=-CS A- 2 RCCORDIC Mo ARE 'Mum TS Owct 4( tnr5 *mess .a_ R - L--.: , W"( PiebE Br D of OTT mod -0 14( OCL'.P4ACr 7r M I S RUT 1 LOT e il L377T S 04E1394 ON TN1.1 LOT N SCAC :AS(S. 70 PROPERTY AC($TSS LOT R I ' ROTAnO.r.wK 3(5,4 SFOR•. FOR CAE L01 TAE ACC"(SS 54AT vu. ' ' SC USED •RE 9E DEPOCOAT •RA SA( LOCArO. OF "AC WYE7Ar. I _ - - e THE 'RN C>Yf}I ACQSS (A3;C3ENI7 'a_ORN ON 3.45 SIAORT PIAT ARE :MATED _� I I TO 92 ATED (PON TK S.tF Or 34 •A R •}I,mama naS J1CR7 LOT 3 t LOT e PLAT THESE 14SOCNTS Sw I•TA 'NE :u NUM Aw Mo (C meow .... % ' ON ALL I\3T 'N ytf KR'S, ..R4S E', OR( .EL AS ED N.J. AFoo, 9T O.RAQtS Y THE '-MOS •TCR(N •1.1OR7 A'.A•'TLD ,� ____..__ _�4 L'_F r- A -A-2J0-ri=IC,s.a...I- _ SL10R 9 DRS T PLAT S SARUM TO A DEC-ARATON Y REST'aC-7114 11 I. S er Ar5t C 1724, N.{BO :0 .AON) arrso wf MO lE 'Oa€S ...0o _7.O 73. ' 5 -l7CY 2C44 ER X5 DO SW Irma IT8 T 1S P NC CDArr' A(=RD< 17 D7 t QS�'T \ . b G \ I \ rTO I-3/A DAA_. C54 •/ P'J404- a(TER -Iva .A'O ' TP (!I. .1 155 7. ALL "APDC'.4NAS n0 ,-3/C "PASS OTA •/ A.AO. ,../e( SET N CDC 14 dLr.A5M RAra( 7 N CDC N ROr :-,._.1 J 3r s A 09' • - .. C 0 ACL2SS I lJ0 •+EVER 7. .0 .Al E 'C.AO ;roc. 3( ‘l WI_ :S A . I L 'X JA.� At'Ur`.E C-10.1 ;I I/,7;7:, JETt -4 D 3T .[ :7, "f i L 47, 1{ ^, r' vj MT'}. l 4 NT[JRS CTC84 (I I/19/9:) R(YC,f X E1()WII ..-A7`A4.S A �( .A4,,OL.S '4U1S 3U1 "JA.L3 \ .6.4 ALE OP.[. ., N XZ?Aw4 .•CAC ..0 -a-.. RA.vT 7•R•Erur; RA -f :aLAICO RDAN 'E J1`C.4L1 ..1-AS .IC.TC.(7 \ E N a0 Ta '0 ACTE I '0 'i Rv( -E .APcL3 -CR .J4) A.O LAST `Jtt Or RQrEI %CmAUAAFDC RO 1 S5 1 .ALLEY .CAD :-.0 A-3/1- S,R..SS P N CM N A J5T R41 Ad4AOf1 :ALL :J10/971 OVERALL BOUNDARY CONTROL PL- N ANT) SHEET INDEX . . .--- , .._ .... _ . .. �. �; r 7 .- Li A, , Return address: Ciry Clerk's Office City of Renton 200 Mill Avenue South Renton, WA 98055-2189 Title: UTILITIES E.ASE'fENT Property Tax Parcel Number: 334040-3325-07 334040-3330-00 Project File 4: LL'A-97-032-SHPL I Street Intersection or Project Name: S.W. Lind Short Plat Reference Number(s) of Documents assigned or released: Addit:onal rerererce numbers are on page Grantor(s): k7; 1. The Austin Company, an Ohio Corporation, successor by merge: to Valley Office and Industrial Park. Inc.. formerly Metro Industrial District. Inc.. a Washington Corporation 1SSi •--NI-5 OGrantee(s): I. City of Renton. a Municipal Corporation 3-X,C(S0-- 5"+� 3�-j The Grantor, as named above. for or and in consideration of mutual benefits. hereby grants. bargains, sells and delivers to the above named Grantee. the following described personal property now located at: Additional legal is on page -t of document. (Abbreviated legal description ML'ST go here.) LEGAL DESCRIPTION: Legal description of property as subject to easement described on page 4 . Lots 2 and 3 of City of Renton Short Plat No. 022-85, Recorded under Recording No. 8.507 169002. records of King County. Washington, as situated in Section 19, Township 23 North. Range 5 East. W.M., in the Northeast quarter of the Southwest quarter. ?,,. :`.l.?- That said Grantor(s), for an in consideration, of mutual benefits. do by these presents. grant. bargain. sell. convey, and warrants unto the said Grantee, its successors and assigns. an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under. through. across and upon the following described property (the right-of-way) in King County. Washington. more particularly described on page 1. (or if full legal is not on page l--Exhibit A. For the purpose of constructing, reconstructing, installing. repairing, replacing. enlarging. operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines. together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities. Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property cover e:' by the easement. restore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such Ise does not interfere with the easement rights granted to the Grantee. Grantor shall not, however, have the right to: a. Erect or maintain any buildings or strictures within he ease ant: or b. Plant trees, shrubs or vegetation having deep root patterns which may cause carnage to or interfere with the utilities to be placed within the easement by the Grantee: or c. Develop. landscape, or beautify the easement area in any way which wo'tid reasonably increase the costs :o the Grantee of restoring the easement area and any private improvements :herein. d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen 1.15) feet Jf the fight-of-way. ▪ This easement shall run with the land described herein. and shall be binding upon the parties. their heirs. successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and • that they have a good and lawful right to execute this agreement. By this conveyance. Grantor will warrant and defend the sale hereby made unto the grantee against all and every person or persons, whomsoever, lawfully claiming or to claim ;he same. This conveyance shall bind the heirs. executors, administrators and assigns forever. IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this ) S day of ' ' .� l9 y 7. tfryl Vlet /: - pi r E7'� ;ore !ND(VIDL',-tL, FORM OF.4C.F.V'OWLEDGME.VT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I :(now or have satisfactory evidence than signed this instrument and acknowledged :t to be his;her'their free aru voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of W'ashtngton Notary (Print) My appointment expires: Dated: REPRESE.VTA TIVE FORM OF.4CKVO WZEDGME,VT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that he:she:then was:were authorized :o execute the instrument and acknowledged it as the and X' of to be the free and voluntary act of such „1 paryrparties for the uses and purposes mentioned in this instrument. j Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: CORPORATE FORM OF.4 CKVO WZEDGME,VT Notary Seal must be within box STATE OF WASHINGTON ) ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that Wiliam L. Sc:i 1 a t erh ck signed this instrument, on oath stated that (he.'she) was authorized to execute the instrument and acknowledged icasthe Vice Preside": and ;is`_ric`. "anar:er' of -1, aus' "• Cori to be the free and voluntary act of such part for the uses and purposes mentioned? _� in the instrument. ' 1 / ill IC/4 V'kJ-,, _ . ` -, • _1 ..-A_. 6/25/9,7 .��61,...,v . Signature :f Notar: Public Dated i t w114,,„ N. t (Pr n t Name )f Notar: Public 1 E0 1 �. tic ': Accoinuttent Expires: --_--- e .. -01 t'4, yo i 1 EXHIBIT 'A' LEGAL DESCRIPTION (Must be stamped by a RE. or L.S. 22-Foot City of Renton Utility Easement Legal Description Three strips of land, being in Lots 2 and 3 of City of Renton Short Plat No. 022-85, as recorded under King County Recording No. 8507169002, records of King County, Washington. being a portion of Section 19, Township 23 North, Range 5 East, W.M., described as follows: Line No. 1 A strip of land, 22 feet in width, lying 11 feet on each side of the following described line: BEGINNING at the Southeast corner of said Lot 2: THENCE North 89' 48' 35" West along the South line of said Lot 2, a distance of 215.18 feet to the TRUE POINT OF BEGINNING of this described line: THENCE North 00° 11' 25' East. 561.52 feet, more or less, to the North line of said Lot 2 and the terminus of this described line: • t20 Line No. 2 A strip of land. 22 feet in width. 17 feet West and 5 feet East of the following described line: O) BEGINNING at the Southwest corner of said Lot 3: THENCE South 89° 48' 35' East along the South line of said Lot 3, a distance of 209.84 feet to the TRUE POINT OF BEGINNING of this described line; THENCE North 00' 22' 41" West, 565.75 feet, more or less, to the North line of said Lot 3 and the terminus of this described line: Line No. 3 A strip of land 22 feet in width, being in Lots 2 and 3 of said City of Renton Short Plat No. 022-85, the Northerly line of said 22-foot strip being contiguous to the North line of said Lots 2 and 3. the Westerly line being Line 1 described above and the Easterly Line being Line 2 described above. 44-bV:ft/ OAS EXPIRES at4/ MAP EXHIBIT • `k�CR' P. -�3J I Imo:T yO 7 ,:' �-d5 j I � 0 NO SCALE ; i cc II ' E . x. C7 LA+E 3 L -----1 L 3 I J N89'3755 E oc. 80G. 209.18' I 209-15' ` NBg:o'J3"= jLOT / I LOT 5 2 NOQ111':S. // 'L I I 565. —/c1� — ' 561.52' Q g I _ LOT O N LOT 2 I 1 LOT 3 c i RENTON SHORT PLAT 022-85 RFNTCN ART PLAT 022-85 I X _ , LOT 2 1 LOT 4 LOT 5 I Z1'NE 2 LOT - /j 1/UNE 1 3 5' — c --- !-11' 17-1 .LI co 3 11. 1 ! --_ 22' � - - LOT 9 I � 215.18 209 34' a _ S 39 48'25" E \\ . T.P.0.E. \T.P.0.B. "' UNE 1 S.W. riT1-1 11 L I UNE 2 co : (it. . wAy /4, • 4: , //' I4 E or /401 �r o ,� ,p 214 6 7c, -,`- k• 2 Asia ' iSTE0. - L i 4'IL LAND • n 74 EXPIRES 08-04-98 �� 'Ia...�•�•�•�.x�nme�.oaa.s.ae.»..w' ,. Jot .Number Ossagnod Scale: Q`G H i 18215 i 2NQ AVENUE SOUTH' 8Gu ll`�//_ KEN, WA ?EC.y_ 6045 dCrl:on(:I C13 I r425)25I —nr22 , c ��a.,�w Nj k .... `(425)451 -�782 =.1X Pcse Aocv..od ..._ Verticcl 444L ' c NIL _NC:yE: ,. 1N0 DL.ANNINC. s y a4.1'.H`' .l Wi-f'4 RECORCEJ RETURN TO: Office cf the City Cerk Renton Mu ucpal Building 200 Mill Avenue South Renton,WA 98055 Docum nt Title(a) : (or transactions contained t erein) 1. DECLARATION OF RESTRICTIVE COVX Qv=3 2. First American Title 3. I rcu.a—z- C.rpvrry l 4 . --41111e11.''ss ^ Reference Namber(s) of Cocume=ts aaaie--.-.d \ 1JT S or released: • ..7 . Additional numbers on base of - �ccue:c ..7 r.: (:fit: space for :!tte coeeary se .nty) Grantors) : east name `__s:, then .^, name and initla_s) • CN 1. a? AUSTIN COMPANY (=CLARA.v-; 2. 3 . 4. 5. _ Additional are on ,:age. of dcc:Y:.en_ Orar_tee(s) . (:.as_ nacre ___s , then f_rsc ._a...... and _..-__a.s; 1_ 2 . 3 . 4 . 5 . Additional names on pace ct dccamen_ cu Abbreviated Legal Description as follows: (i .e . 1ct/1.-.'_ock/p?ac or section/township/range/quazter/q'.:a_--re=) l9 - 23N - 5E, NE SW Complete 1ecal description is on page 7 of dcc_.:.e r Assessor' s Property Tax Parcel/Account Nt:=ber;s) 334043-3325-07 ANC 324343-3220-C7. 0 } J D DECLARATION OF RESTRICTIVE COVENANTS LIND CORPORATE PARK THIS DECLARATION OF RESTRICTIVE COVENANTS :s made this .2 day of Tu H , 1997, by THE AUSTIN COMPANY, an. Ohio corporation i,"Cec!arant"). The recitals which follow incorporate the definitions set forth in Article 1 of this Declaration. RECITALS: A. Declarant is the Owner of the Lots crprs:r.g the Shcr. =iar. B. It is the :mention of Declarant to 'ur.her :he mplemertat:or. of the Short ?!at by means of the covenants, conditions. and restrictions set forth r, :his Oeclaraticn. Said covenants. conditions, arC restrictions are intended to be common to all of:he Lots -esuit:rg uncer :he Short Plat and to enhance art protect the value and development potential of ail such Lots to their mu:uai benefit. ARTICLE 1 Definitions Unless the context otherwise scec;r;es or recuires. the terms defined in this article I shall, as used n this Declaration. have the meanings herein set forth: 1.1 Affiliate. The term 'Affiliate' mears. .vrh rescec: to any Person, (i) any Person • directly or ,rdirec:ly controlling, controlled oy. or uncer common control with such Person, (ii) any Person owning or controlling fifty percent (50%) or more of :he outstancing voting nterests of such Person, (iii) • any officer, director, or general aar..her of such Person. or (;iv) any Person who is an officer, director, general partner, trustee, or holder of fifty percent (E:0°'o) or more of the voting interests of any Person described :n clauses (i) through (iii) of this sentence. For purposes of :his definittQn,.the term "controls." "is contrei!ed by," or "is ur.Cer common control with' snail mean the possession. direct or incirect, of :he power to direct or cause the direction of the management and peiic:es of a person or entity, whether through :he ownership of voting secur:ties. by ccrtract or otherwise. • 1.2 Continental. The term "Ccrt:rertai" ^.ears Continental Mills. Inc.. a'Nasnirgtcr corporation. 1.3 Declaration. The term, '^ec:arat:cn snail mean this Cec'arat:cn of R'estr:c:ive Covenants. as t may from. time to time ce amerces or succiemer:ec. 1. 1 East Parcel. Cciiecfew tots ' 3 arc 1.5 Lot. -'he term 'Lot" sra1 -ear cr, _re . fie areas of the Si..^!ec: - _cer•, depicted as 'tots through _ on the Shcr: the ever: re Si-cr. plat s amerces to The effect t :..at any of sucr 'tots are .cmo sec. .re c!' ---ea. '. _ areaa. :crc!r.ec. 1.6 Middle Parcel. Coilectv.e.y. Lots - arc 5. 1.7 Occupant. The term 'Cccupart" snail mean a 'essee or licensee of an C•'..,er, or any ether person or entity other than an Owner r awful possession of a Lot with the permission u, .,ie Owner. 1.8 Owner. The term 'Owner" snail mean and refer :o any Person that is the record owner of fee simple title to any Lot, excluding any Person who holes such interest as security for the payment of an obligation, but including contract sellers and any mortgagee or other security holder in actual possession of a Lot. 1.9 Parcel. The term "Parcel" means each of the West Parcel, Middle Parcel and the East Parcel. 1.10 Person. Any individual, partnership (general or limited), corporation, trust, limited liability company or other entity. 1.11 Project. The term "Project" snail ::e synonymous with the term "subject propery" and shall mean :he real property described or. Exr.:b+t a er.rexec hereto, or hereafter made subject :o this Declaration. 1.12 Short Plat. The term "Short P'at" means the segregation approved by the C:ty of Renton. Washington as Short Plat No. 97-032 anc recorced .n Volume //6 of Surveys, pages Va> records of King County, Wasr.mgtcn. arc recorced under Kr.g County Recording No. 970.7099006 1.13 Subject Property. The:errn'subject proper," snail oe synonymous with the term "Project". 1.14 West Parcel. Collectively. Lots ', 2 and 3. ARTICLE 2 Landscaping Provisions 2.1 Interior Zones. A ten (10) foot 'ntericr landscape buffer between Parcel property boundaries (five (5) feet on each side of property :ire) :s established, except where mutually agreec by adjoining Lot Owners and only for the purpose of per-nitt;r.g vehicular access between such Lots. Interior landscape buffer areas shall be sod berm a minimum of twenty (20) inches high from top of curbs as depicted on Exhibli C annexed hereto. 2.2 North Property Line Zone. A ten (AG) foot contiguous landscape buffer ;s estabiisred along the north property :ire of :he P-c!ec: 'rem L.rc Avenue SW to East Valley Frontage Road to provide a buffer between the Project arc ex:stirc oarx:rc on adjacent properties to the ncrh. The buffer areas shail be sod berm a minimurr of ^.ver:'i •:C1 rcnes `sign from top of curs as deo:cued or Exr.ibit annexed hereto. 2.3 Perimeter Streetscaoe Zone. _fteen ... 'cot :arescace puffer along :,uo,:c streets - L.rd Avenue SW. SW 19th Street arc East 'lade? = or:ace Road. s estaplisnec. The area snail a. `re sec perm w:th a mlr:m m 'I""/ C' rcn .gr per-- ' orm too _.:r^ evei as 'eo'c:ec u �, at ..eye:care. . ,. a on Exhibit E annexed ^eretc. except at entry ocir:s .. .'a e,__ a,-c s.:e .res are -ecuirac der of Renton stancarcs. 2.4 Landscape Material. All areas cer:;f ec r, :`-.s Sec::cn 2 snail be planted with trees a minimum of thirty '.3C) feet C.C. and 3 minim'm :alioer of ^.vc arc ore-:naif 2:12) riches. Trees should be uniform in appearance and pattern. C;ty of Renton's Lar.dscace Criteria shall be met at a minimum. 2.5 Irrigation Required. The !arescap,ing areas described n :his Article 2 are to be automatically irrigated providing one hundred percent (100%) irrigation coverage. Installation and maintenance responsibility shall be (i) that of:he Cwner of :he Lot :o wnicn sucn area(s) are adjacent with respect to the areas described In Sections 2.2 and 2:3. that of the Owner of Lot 4 with respect to the area described in Section 2.1 which separates the West Parcel and the Middle Parcel, and (iii) that of the Owner of Lot 5 with respect to the area described in Sec::en 2.1 whIcr separates the Midd:e Parcel and the East Parcel ARTICLE 3 Project Signage 3.1 Locations. Ar. easement 'cr :n a rsta:iatier arc :cntirued maintenance ofmonument signage .dentirying the Project s estaciisrec n The two _: areas Cescr'bed as :he '"West Signage Area" and :he "East Sigrage Area" on Exhibit 3 annexed ^ere 3.2 West Signage Area. The monument rstallec .v't`in the 'Nest Sigrage Area ("West Monument") snail satisfy :he criteria shown or Exhibit =. arc snail certify :he Project by :he name "Lind Corporate Park". 3.2.1 Continental Sole Occupant of Improvements on West Parcel. For so 37 long as Continental or an Affiliate(s'i of Ccntlhentai are the sc:e occupants of all improvements constructed and :nstal!ed on the West Parcel, the Owner of :he 'Nest Parcel shall nave :he -:gr.t to designate the names of the Project Cccucar:s •;and:er :heir ormari brans names) displayed on the West Monument. 3.2.2 Other Occupant(s). Curing any percc that any Person other than Continental or an Affiliate(s) of Continental occupies ail or a portion of the improvements constructed and installed on the West Parcel, the Cwner of:he Micdle Parcel shall have the right to designate the names of two (2) Project Occupants to be disoiaved on the 'Nest Monument 'n addition to the names) of the Occupant(s) of the West Parcel. 3.2.3 Construction, Maintenance and Repair. The costs of construe:ire, maintaining and repairing :he '."vest \ler:L:men: snail oe daid ov :;.e ,vrer of :he Uccle , arcei. 3.3 East Signage Area. The monument.rstalled within. the East Sigrage Area i."East Monument") shall satisfy the criteria shown on Exn+bit arc snail :certify 'he ?•o!ect by the name 'Lind Corporate Park". The Cwner of the `Uccle Lot 'as :he "'C7: :c oisciav :he rar'es of !.vo 12) Oea:pants of the Midcle Parcel. The East Mcru-rent s for :he oener t of :he Owner and �ccucants of :he Micelle Parcel. arc snail rot de ..se, :o _:sd -v .`.e -ame or dl.s,. :sue _. _. :c-s e 2.vner or 2cc:art of he East ParCe!. ARTIC .E 4 Maintenance of Common Utilities and Storm Water System 4.1 General. It is contemplates :hat all of the Lots comprising the Short Plat will be served by (i) a coordinated storm water drainage, detention and water quality system, and (ii) a common domestic water and fire loop system. It is further contemplated that all of :he Lots comprising the Middle Parcel and East Parcel will be served by a common sanitary sewer system. Each of such systems is referred to herein as a "Common System". 4.2 Maintenance Responsibility. The cost of maintaining, repairing and replacing the pipes, equipment and other facilities comprising each Common System shall be allocated among and paid by the Owners of those Lots served by such Common System . The proportionate share of each Lot Owner for those costs which are to be allocated among and paid pursuant to this Section 4 shall be the quotient obtained by dividing (i) the gross square footage of such Lot shown in the following table, by (ii) the gross square footage of all Lots served by such Common System: Lot Square rootage Lot 1 64,51 Lot 2 65,302 Lot 3 65.323 Lot 4 119.359 Lot 5 118,3C3 Lot 3 48,90.1 Lot 7 48.925 Lot 8 49.925 Lot 9 48,511 ARTICLE 5 Miscellaneous 5.1 Duration. These covenants snail run with :he lard. 5.2 Not a Public Dedication. Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Project to the general public or for the general public `or any public purpose whatsoever, it being the intention of:he parties :hat :his Declaration shall be strictly limited to and for the purposes herein expressed. • 5.3 Enforcement by City of Renton. Amy violation or breach of :hese restrictive covenants may be enforced by proper legal procedures r :he Supenor Court of King County by either the City of Renton or any Cwner. • IN WITNESS WHEREOF. 2,ec:arart -.as ...._sec :h:s :ec:ara,:cn :o pe executed as of tre day and year `irst above written. DECLARANT: THE AUSTIN COMPANY, an Ohio corporation ii/z4 ' (e Its: Yic Pra!vp air 057-eicr AtftIA STATE OF WASHING T OPI ss. COUNTY OF KING I certify that I know or nee , satisfactory evidence :hat the person appearing before me and making this acknowledgment s the person .vnose :rite signature appears pc this document. On this 25'0 day of .June , t997, Petra me personally appeared William '_. Sch.!a tter5ec.'k , to me Known to be the 'I? 1 `41g r_ of THE AUSTIN COMPANY, the corporation that executed :he within and foregoing .nstr ument. and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for :he uses and purposes :herein mentioned, and on oath stated that neisne .vas authorized to execute said nszrument and :hat the seai affixed, if any, is the corporate seal of said corporation. WITNESS my hanc arc cif:c:al sea! ^ereto affixed :he pay and year first above Nr.tten. • _ • T; Nctar/ Puctic •n and for the State � of 'r!r. , residing at Ren:on � ti t o�•. My commission expires: 3-1-01 *"oT�r Patricia J. Fink .''`.•'Q}� : [Type or Prat Notary Name] i T W Goo» t-o1 4. 4 • L c .:is _one x'.ounv :cv urtai EYHIBIT A DESCRIPTION OF PROJECT Lots I through 9 of City of Renton Short Plat No. 97-022 and recorded in Volume //S of Surveys, pages 243 , records of King County. Washington, and recorded under King County Recording No. 9t07091oo& , �^1 �J 1p! Q L' r 1 EXHIBIT B DESCRIPTION OF MONUMENT EASEMENT AREAS West Signage Area PROPOSED SIGN LOCATION EASEMENT ON PROPOSED LOT 3 OF S.W. 19TH LIND SHORT PLAT That portion of Lot 2 of City of Renton Short Plat No. 022-8E, as recorded under Recording No. 8507169002, records of King County, Washington, being a portion of the Northeast quarter of the Southwest quarter of Section 19, Township 23 North, Range 5 East. W.M., described as follows: BEGINNING at the Northwest corner of said Lot 2; THENCE South 01° 20' 36' West along the West tine of said Lot 2, a distance of 502.1 4 feet toe tangent curve concave to the East having a radius of 55.0G feet; THENCE Southeasterly along said curve and said Wes: tine of Lot 2 through a central angle of 16° 58' 47', an arc distance of 16.30 feet to the TRUE POINT OF BEGINNING; THENCE CONTINUING Southeasterly along said curve and said `Nest line of Lot .2 through a central angle of 57' 11' 37', an arc distance of 54.90 feet; THENCE North 01° 20' 36' East, 37.61 feet: THENCE North 89° 48' 35' West, 37.61 feet to the TRUE POINT OF BEGINNING. • East Signage Area PROPOSED SIGN LOCATION EASEMENT ON LOT 9 OF PROPOSED S.W. 19TH LIND SHORT PLAT - - _ . That portion of Lot 3 of City of Renton Short Plat Nc. 022-35, as recorded under Recording No. C507169002, records of King County, Washington, beir.g a portion of the Northeast quarter of the Southwest quarter of Section 19, Township 23 North, Range 5 East, W.M., described as follows: BEGINNING at the Northeast corner of said Lot 3; THENCE South 00° 22' 41' East along the East line of said Lot 2, a distance of 613.77 feet to s tangent curve concave to the West having a radius of R5.00 feet; THENCE Southwesterly alcng said curve through a centrei angle of 16° 23' 43', an arc distance or 1 5.74 feet to the TRUE POINT OF BEGINNING; THENCE CONTINUING Southwesterly along sale curie arc said East line of Lot 2 through a centres angle of 57° 46' 42", an arc distance of 55.46 feet; THENCE North 00' 22' 41 ' West, 37.77 feet; THENCE South 39' 48' 3E' East, 37.77 feet :c the TPUE POINT OF eEGINNING. „a r J R�pip .1r -•fib -`.4. • \ y - , i , ki! My I <.NG AREA i • 2C” MIN. 2�" u;N. ` , TCP OF CURE- 1 ' -TCP CF CJR9 1 / - ,( EXHIBIT C INTERIOR ZONE LANDSCAPING _ _ s-z3.I7 .4 - "Icz ro 1-7aa ‘1.3Cris 74.-.) ‘... -;°::— * - '.1 I ' '', y s = PROPER7--\ \i'l • UNE \I k -aclTaT PLANTING i i-- I ? =CNG AREA 1 g MIN.I 3" IN. TOP OF CURE / / >' _ ' —'G? CF.C::Ba_ _ - CR EXISTING GRADE 2 / EXHIBIT NORTH ZONE LANDSCAPING ___ as.s . 3 'µ Y} ram , r-- \,. G/ r3Cr'<<i \ I SC SOO BE R:_ \L1uE A %ARK:NG AREA ‘1 30• NI V. ' —iCP J EXHIBIT E STREETSCAPE LANDSCAPING s - I • • V CP) � � L lam- = - - = CO \ TIN tip _--- M l T EXHIBIT WEST MONUMENT SIGN 5•2i-i7 - -- _.;� ✓▪I D CI_-'ry r: 4 , . r L:V i iCi1 _a 1. X w.) EXHIBIT EAST MONUMENT SIGN AFTER RECORDING MAIL TO: Name 0':EIVE:T_' Y MYERS LLP Address 2-5 BATTERY STREET, 267H _LO:CR Ci:y/Sta:e SAN FRANCISCO, C? 9;:11 A_TN. GREGORY 3. SHEAN, ES'; Document Title (s) : (or C_ansact_ors contained :herein) 1. RECIPROCA.L EASZKaNT AND PARXING - First American Title 2. • AGREEMENT " ' Insurance Company 3 . 4 . 1ST A.ti1-S ` .s•� Reference Number(s) of Dcc•r.:.eats assigned or released: I ),. ,ado_=-cna. .._..tiers or. dace of I •. . scace nor a _orrery se :r.,y; ccc;:men: Grantor(3) : (Last name firs_, then firs: name and initials; 1. SW 19TH LIND, L.L.C. 2 . 3. 4. 5. add-tonal names cm dace of dcc=en= Grantee(s) : last name first, then firs: na7e an: initials 1. RENTON S:"JDIO HOTEL COMPANY, LLC 2. RENTON GARDEN HOTEL COMPANY LLC. 3 . 4. 5. Addi:icn a. names cm pace of ,., __men: Abbreviated Legal Description as follows: :i .e. _,'tildes 4; cr section/towns -T.i ranee/;.:ar=er'q:arter; LOTS 4 - 9 C:Tr OF REN-TON SHORT PLAT NC . :::A-97- 22-SHPL UNDER RE OR :NG NO. -s .,.. dace -_ . cc•_mem: Assessor' s Proper_. Tax Par_el/Accodd- N',_._.:er .s. . 3:4 4 -3__a ANT 334 42-32 C 22 NCTE: T`e corner :e -==_=_^a-=__ :n === =_-.... 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(t IL [). :1 0 '1 n(U 0 1y) -‹ (D 0 :1 (D IDIU I I I I ;1' (D :1 :►' ID 11 f < di ;' II, (1) n IU t, In (D r1 t ID u) III ID to �• 1-1 to the parties with respect to t:e T.at=ers ccntained in this Agreement, including, without _ .;,i=at_c n, :he Purchase Agreement . This Agreement may be mcd"4 or amended in whole or in part only by a written instrument and acknowledged by Hotel , Garden and Lind, which instrument shall be duly recorded in the Official Records of King County, Washington . j . Severability. If any provision of this Agreement shall to any extent be invalid or unenforceable, the remainder of this Agreement shall not be a`ced thereby. k. Governing Law. This Agreement shall be construed and governed in accordance with the laws of the State of Washington. IN WITNESS WHEREOF, this Agreement has been duly executed as of the date first set forth above . LIND : SW 19th LIND L.L.C. , a Washincton- 1 ._ted liability company By : ' Its : / HOTEL : RENTON STUDIO HOTEL COMPANY, LLC, a California limited " ability company n•:: Kar . K. cag.an , Its Manager GARDEN: RENTON GARDEN HOTEL COMPANY, a California limited liability company Karl K . :.a=-a__ , ::: Its Ma nag the parties with respect to tn.. matt..rs cc: -a-ned in this Agreement , including, without limitation, the purchase Agreemen_ . This Agreement may be modified cr amended in whole or in part only by a written instrument e_c d and acknowledged by Hotel , Garden and Lind, which instrument shall be duly recorded in the Official Records of King County, Washington. . j . Severability. If any prevision of this Agreement shall to any extent be invalid cr unenforceable, the remainder of this Agreement shall not be affected thereby. k. Governing Law. This Agreement shall be construed and governed in accordance with the laws of the State of Washington. IN WITNESS WHEREOF, this Acreement has been duly executed as of the date first set forth above . _ LIND: SW 19th LIND L.L .C. , a Wash_. ct-on l ... =_d __ab____v compan., • By: Its : HOTEL : RE TON STUDIO HOTEL COMPANY, LLC, a California limited liability company By: C_) �6f � - . arl K. Hoagland, - Its Manage_ GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited l_ab_' .� company ��'�-�l � By: Lti6i----v----(' KarlK -_n/ --- Its v STATE OF WAUINGTON COUNTY OF On �-- , 1997, before me, l�^ �� /� f ,. , a Notary ID„Oli3c in and for. said State, personally appeared l personally known to me (or prow to me on the basis of satisfactory evidence) to be the person (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me tha: he/she/they executed the same in his/her/their authorized capacity(ies) , and that by his/her/their signature (s) cn the instrument the person (s) , or the entity ,'ion behalf cf which the person(s) acted, executed the instrument . WITNESS my hand and official seal . DANETTE A. BRANDT Signature '2 L U . (SeagTATE OF WASHINGTON NOTARY-•- PUBLIC 1MY CODUISS;ON EXP'.RE5 3-08-01 HOTEL ACKNOWIE2GME:1= STATE OF CALIFORNIA COUNTY OF /DS,Ql� ?—'r ) On ~LU�(,Y Z , 1997, before me, 0. i\V ^ , a Notary Public in and for said State, personally appeared KARL K. HOAGLAND, III, parscr_ally known to me (or proved to me on the basis of satisfactory evidence) to be the personfsr whose name4-&- is,/azta subscribed tc the within instrument and acknowledged to me that he ' - -:-- - executed the same in his/her/thair authorized capacity-4ez4 , and that by his,'hor,=_heir signature+ on the instr=ent the person{ , or the entity upon behalf of which the perscn-4= acted, executed the instrument . W:TNESS my hand and c== a' seal . pAVID L _ Comm. C.:3'c_ NOTARY ?ue: . • n , Los - :e a_, Comm. �caires.urt•30. S�gTl a t:�_"�� `s= G 1.= STATE OF CALIFORNIA COUNTY OF LG 5 A,vS ) On Zf , 1997, before me, c;kvl D AAA[ T _ , a Notary Public in and for said State, personally appeared KARL K. HOAGLAND, III, ==. known to me (or proved to me on the basis of satisfactory evidence) to be the person+&).- whose name;e is/arc subscribed to the within instrument and acknowledged to me that he/s e,'_h=•.• executed the same in his/hcr/their authorized capacity ;=e - , and that by his/her/:heir signature=-&- on the instrument the persons4, or the entity upon behalf of which the perscn-=s-=- acted, executed the instrument . WITNESS my hand and c=_• * �' seal . r DAVID MA,ROTc Comm. # C3'sg4 L NOTARY PUS' ;•CAL:FCerc LOS ANGc`:,COUNTY %) ` S ign_at e (Seal) • EIA��11 ".`� w: CUT• I I I `— I --- ' ; -o.n r 1 11 I 1 r\.t.7 i.5 - -7_71f1 'I 44, I 1 --, ....---• =1 1.......7; z i r� II It .--J _ =C - r�'.I —1 ".: I1 --\ :- - -.f r• I I - _ 3—• — 1 : .... I I I 3 jam- � li r— I .sm OK .ova I r ,' }^l�1' i •I + .uav a....r o'a -1 .1 j/ M CR"M SW 19TH & LIND EXHIBIT ( 1 RECIPROCAL PARKING STUDIO PARKING EASEMENT AREA EASEMENTS Z S/,=/7T a d t r uU'L'?l IC_:SSi EGR `1 r I I Flx...----- 1 = ii 1 I jI r iI .,.,..... .j ,fi r _ - rP :IL _ZIiJ._ - - �- — —_ 1_ -- it ;I ..s.o;,^1 a i y., " 7 1 .. 3 . - - -- - - - - - - - - - - - _r aE _r, SiG»--' - - - - - - - - s:C,� �'AE17 •'� 1 4 u wcRn4 SW 19TH & LIND EXHIBIT ;B' RECIPROCAL PARKING LIND PARKING EASEMENT . AREA EASEMENTS a 4. I :Fr- r VML.�—F CNIAGL .:;.C.` i C I I II .ram• .r r bz ./— -"�i I 3I 1 REc:PRCCAL 1 s PARKING aFcEa ' `J c — gi —— I....... .--4.-t j _.......1:1 ' — _= -- ; � � - ) ._ — i ' -- , — -R — I ' / 1_ .`"_'_ U — •i • • aa • _ _ _ i 1 —7 ..pro y ...a-et. I ,., 2...7/1 ' -=1E' 7.P1.N S;GN--, , 111 XOATM SW 19TH & LIND EXHIBIT RECIPROCAL PARKING PARKING LOT AREA AREA EASEMENTS - R S/'.5,77 l t 1 uL-!',L ;CC= .,:-.:;.T ; i � SE\AENT =CR ..3 ' I .ii• .TTTtTJj' i, I I t15. _ - li •i! C-. _.nl , I 1 INTERIM RECIPRCCAL ' - _ ?ARKING AR�> ` - - ` ; _ ........_..,� ; I •76'i; -rr. ' -' "+ , I - ' II�O.:'I.r.�-1:$ .�_//� I s. .1/4 7/1a7 ,..... .4.1..,..//., :::••-- / OP 4E 4T EiCN-- - ----------------------:C.; :C.NLAS.ty EN-� • M C11T11 SW 19TH & LIND EXHIBIT ( RECIPROCAL_ PARKING ADDITIONAL PARKING EASEMENT AREA EASEMENTS t S/.5/17 Return Address: First American Title/Seattle Escrow 2101 Fourth Avenue, Suite 300 Seattle, WA 98121 • ` , •sIa,, First American Tule Insurance Company Ace : • . DOCUMENT TITLE(S) ,;`or transactions contained therein): 1ST AM-S 1. DECLARATION OF USE RESTRICTIONS. LIND CORPORATE PARK �\ „> =� -' 4. Reference Number(s) of Documents assigned or released: (en page_of document(s)) Grantor(s) 1. SW 19TH LIND L.L.C. 2. RENTON STUDIO HOTEL COMPANY LLC 3. RENTON GARDEN HOTEL COMPANY LLC 4. Additional Nacres on Daze 1 of document. • Grantee(s) 1. 2 3. 4. dditioral Narnes :n page of 2.ccu.:^ent. Legal Description (abbreviated i.e. lot, block, plat or section, :owrship, range) vP S Lots 4 through 9, City of Renton Short Plat No. 97-032, recording Do. ' 7dJ9,Y.G P:1.3 . g County, Washington i Additional :ezal :s on Daze 9 of document. Assessor's Property Tax Parce!iAccouat Number 334040-3325-Y'. 334C.40-3330:0 The Audi:or.Recorder will rely on information provided on the fore. The staff will not read the lec•.:::ent to Aer;v the :cc•ur-cv or :otroleteness of the AndeLinz :_ for-.._atien crcvided herein. DECLARATION OF USE RESTRICTIONS LIND CORPORATE PARK THIS DECLARATION OF USE RESTRICTIONS is made this day ofJt I 1997, by SW 19TH LIND L.L.C., a Washington limited liability company ("Lind"), RENTON' STUDIO HOTEL COMPANY, LLC, a California limited liability company("Studio"), and RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company ("Garden"). The recitals which fcelow incorporate the definitions set forth in Article I of this Declaration. RECITALS: A. Lind is the Owner of the Lots corr;,r:s,ng ?he %lidcle Parcel. B. Studio is the Owner of Lots 3 and 7. C. Garden is the Owner of Lots a and 9. D. It is the intention of Lind and.Studio to further the m.olementation of the Short Plat by means of the covenants. conditions, ana restrictions set forth ,n :nis Declaration. Said covenants, conditions, and restrictions are intended to be common to all Lots comprising the East Parcel and %lidcle Parcel and to enhance and protect the value and development potential of all such Lots to their mutual Gd benefit. i` ARTICLE 1 • r- Definitions Unless the context otherwise scec:fes or requires. the terms defined in this Article I shall, as used in this Declaration, have the meanings herein set forth: 1.1 Affiliate. With respect to any Person, (i) any Person directly or indirectly controlling, controlled by. or under common control with such Person, (ii) any Person owning or controlling fifty percent (50%) or more of the outstanding voting rterests of such Person, (iii) any officer, director, or general partner of such Person, or (iv) any Person wno 's an officer. director, general partner. trustee, cr holder of fifty percent (50%) or more of the voting nterests of any Person described ;n clauses (i) througn (iii) of this sentence. For purposes of this definition. the term 'controls," "is controlled by," or "is under common control with" shall mean the possession. direct or nCirect. of the power to direct or Pause the direction of the management and polices of a perscr, or ert,r;. whether through the ownersnip of vot:nc securities. by contract or otherwise. 1.2 Beneficiary. The term 'teref c,ari srail mean a morcagee urcer a mcrgage as well as a cenef:c:ary Jrcer a deec of trust. 1.3 Declaration. The ter-^ ':,ec:z'at:cr.' snail mean this Cectaraticr. :f '„se Restr:c::crs. _..a„ rcr, tirre 7rre ce ar-ercec .r scc_ er--e^tee. 1.4 Deed of Trust. The term -eec ••:St sra,l —ear a inert;ace 3S •Ne'! 35 3 Ceec of trust. 1.5 Designated Hotel Operations. Hotel or Motel ocerations conducted under the name and in accordance with standards identical to those ocserved :n connection with those hotelsimotels operating under the name "Candlewocd Suites", "Hilton Garder..s" or "Doubletree Club" as of the Recordation Date, or other comparable place of establisnment accroved cy the Owner of theMiddle Parcel. 1.6 East Parcel. Collectively, Lots 6, 7, 8 and 9. 1.7 Hotel. The term "Hotel" has the commonly understood meaning of such term. 1.8 Interim Period. The period commencing on :he Recordation Cate and expiring on May 1, 2000. 1.9 Lot. The term "Lot" shall mean any one of the areas of :be Subject Property depicted as Lots 4 through 9 on the Short Plat. In the evert :he Short P!at a amended to the effect :hat any of such Lots are combined, the term "Lot" snail mean :he area so :orro,ned. 1.10 Middle Parcel. Ccllec:iveiy. Lots - arc 5 1.11 Middle Parcel Development Period. The cer•cc of time commencing on :he Recordation Date and expiring on the easier of (i) :he five ;5'i year arhiversary of the Recordation Date or (ii) the date a certificate of occucancy s :ssuec .vlth -escec: to :he moroverr.ents constructed and • installed on the Middle Parcel. 1.12 Mortgage. The term '.mortgage' snail mean a deed ei trust as 'Nell as a mortgage. ti :1 1.13 Mortgagee. The :errs "mortgagee' snail -rear a :eneflc:ary under, or holder cf, a deed or trust as well as a mortgagee under a mortgage. 1.14 Motel. The term 'Motel" nas the commonly ur.cerstcoc meaning of such term. 1.15 Occupant. The term "Cccuoant" shall mean a 'essee or licensee of an Owner, or any other person or entity other than an Owner in 'awful possession of a Lot with the permission of the Owner. 1.16 Owner. The term "Owner" shall mean and refer to any Person that is the record owner of fee simple title to any Lot, exc:udirg any Person who holes such interest as security for the payment of an obligation. but lnctuding contract seilers and any mortgagee or other security holder in actual possession of a Lot. 1.17 Parcel The :ern "Parcel" means each cf the Midcle Parcel ar:C East Parcel. 1.18 Person. Any rcivicuai. ]artnersr cer'erai or'irriteC`i, :cr:crat:cn. trust. 'irmtec liability company or other entity. 1.19 Project. The term =select" snail ce s',,renymous .vita trie term "sublec: property' and shall mean :he real crccer v :escnbec cr. Exhibit A arr.exec hereto, or hereafter mace suclec: :o Declaration. 1.20 Record-Recorded-Recordation. ,r.e. :er—s '-ecord."' eccrCec." or"7eccrdaticr' shall mean, w.th respect to any docurrert. the -eccroat:cr of said occ•ument n :he Office of :he Division of Records and Eiections of King County. 'Nasr.rc:or. 1.21 Recordation Date. The Cate of recorCation of this Declaration. 1.22 Short Plat. The term 'Short Plat" means :he segregation approved by the City of Renton, Washington as Short Plat No. 97-032 and recorded 'n Volume //5 of Surveys, pages 263 records of King County, Washington, and recorded under K;ng County . Recording No. 5YD7099oo6 1.23 Subject Property. The term "sudjec:property" shad be synonymous with the term "Project". 1.24 Term. The percd ccmmenc;rg cr the Recordation Date and expiring on :he thirtieth (30th) anniversary of the Recordation Date. ARTICLE 2 Regulation of Operations and Uses • 2.1 Permitted Uses of East Parcel. •A WEN2.1.1 During :he blicCle Parcel Deve!ccr.-ent Period. no Lot comprising a par. of the East Parcel shall be used 'cr any ourccse other than Designated Hotel Operations. This covenant may be specifically erfcrcec oursuent :o Sec~cr 3 -i of :his Declaration. 2.1.2 If, cur,ng any :onion of the Term suosequent to the Micdle Parcel ,e Development Period, any Lot comprising a cart of :he East Parcel ;s not used for the purpose of operating a Hotel or Mote!, then the covenants and restrictions set forth ;n Sections 2.2.1. 2.2.2. 2.3.1 and 2.3.2 shall automatically expire arc ce of no further force or effect. 2.2 Prohibited Uses of Middle Parcel. 2.2.1 Curing the Interim Per:cc. no Lot comorsir,g a cart of :he Middle Parcel shall be used for the operation of a Hotel or Motel. 2.2.2 During the Term, no tot comprising a par, of the Middle parcel shall be used for the operation of a Hotel or Motel by Extended Stay of America or any Affiliate thereof as of the Recordation Date. 2.2.3 The covenants arc restr:c:Icrs set'orh ,n Sections 2.2.1 and 2.2.2 of this Section 2.2 shad automatically exoire arc be of no further force or effect unless both (I) construction of a Hotel or Motel on :he East Parcel s commenced not 'ater than six (6) months following the Recordation ate and ,ii'i a Hotel or Motel satisfying the definition of Designates Hotel Cperat:cns s open 'or ous;ress on :`e East Parcel not 'ater than Seotemoer 30. 1998. 2.2.4 The covenants arc -estrc::crs set 'orth n Sections 2 2.' arc 2.2.2 of this Section 2.2 snail oe r.acciicaoie to the .:se of a :cr.:cn of the Midc!e Parcel 'or oar<:ng of autormooiles ancillary to the ccerarcn of a Hotel or Mctei on the East Parcel pursuant to that certain Reciprocal Easement arc Par<:r-g =geermer: ertered 'mc between L.rd arc Stuc:c. ART;CLE 3 General Provisions 3.1 Covenants Run With the Land. Ail covenants. corcitior,s, restrictions, and agreements herein contained are made fcr the direct, mutual, and rec:orocal benefit of each and every Lot of the subject property; shall create mutual equitable servitudes upon each Lot in favor of ever/ other Lot: shall create reciprocal rights and obligations between respective Owners and Occupants of all Lots and privity of contract and estate between all grantees of said Lots, their heirs, successors. and assigns; and shall, as to the Owner and Occupant of each Lot, his heirs, successors, and assigns, operate as covenants running with the land, fcr the benefit of all other Lots, except as provided otherwise herein. 3.2 Successors and Assigns. This Declaration and the Restrictions created hereby shall inure to the benefit of and be binding upon the Owner of each Parcel and their successors and assigns; provided, however, that ,f any present or future Owner of any Parcel sells or assigns any portion or all of its interest in such Parcel, such Owner shall ;hereupon be released and discharged from any and all obligations as Owner in connection with the prober,/ or leasehoic merest sold or assigned by 't ar'sfrg under this Declaration after the sale and conveyance cif title. 3.3 Duration. Except as otherwise proviced herein. the term of this Declaration srail commerce on the Recordation Date and snail terminate on last bay of the Term. 3.4 Injunctive Relief. In the event of any viciat:on or threatened violation by any Owner or Occupant of any pericn of the Project of any of the terms. covenants and conditions of :his Declaration, any or all of :he Owners of :he Parcels included within, the Project shall lave :he -:grit to enjoin such violation or threatenec • iolaticn in a court of competent ,uriscic:ion. The right of rjunc:ion shall be addition to all other remedies set 'crh ;n this Declaration and all remedies avaiiaoie under statute. law and equity. 3.5 Modification. This Declaration may not ce mccified n any respect whatsoever or rescinded, in whole or in par., except with :he consent cf the Owners of all Lots comprising the Subject Property, and then only by written nstrumert duiy executed art acxnc'.vledged by all of :he recuirec Owners and duly recorded in the office of the Department of Recores and Elections of Kng County, Washington. or its successor. No modification or rescission cif this Cec:aration shall affect the rights of any Mortgagee or Beneficiary unless the ;ienholder consents .n wr:tir.g to the modification or rescission. 3.6 Not a Public Dedication. Nothing herein contained snail be d:med to be a gift or dedication of any portion of the Project to the general public or fcr the general public or for any public purpose whatsoever, it being the intention of the parties that this Ceciarat..,n shall be strictly limited to and for the purposes herein expressed. 3.7 Breach Shall Not Permit Termination. It s express y agreed :hat r.o oreacn of the Declaration snail entitle any Owner to cancel. resc:rc or :t`'er.vise to terminate this Deciarat:cn, but such limitation snail not affect n any manner any other -:gets or -emecies which such Owner may have hereunder by reason of any breach of this Declaration. 3.3 Notices. Ail -ot:ces to ce given oursuart tc this Cec:arat on snail ce :n wr:t:rg ant must be ;:.en cv 'Jnitec States :er.:f ec or -ecis:exec -naii. :cstace crecalc. :rimer/ accressed ... :re Owner of each Lot cv fame arc accresses shown on .he .hen :ur.eft ea. crccer y tax roils ,. K.rc County. Washington. 1 k 3.9 Attorneys' Fees. !n any egai „r ec..:.ac;e proceeding for :he enforcement of :;';s Declaration or any provision hereof, whether t ce an action fcr camages, declaratory relief, or :nlunct:ve relief, or any other action, the nonsubstartiaily :prevailing part! or part:es shail pay the attorneys' fees of the substantially prevailing party or parties, in such reasonable amount as shall be fixed by the court in such proceedings or in a separate action brought for that purpose. The substantially prevailing part: shall be entitled to said attorneys' fees even though said proceeding is settled prior to judgment. All remedies provided herein or at law or in equity shall be cumulative and not exclusive. 3.10 Constructive Notice and Acceptance. Every Person who now or hereafter owns, occupies, or acquires any right, title. or interest in or to any portion of the Subject Property is and shall be conclusively deemed to have consented and agreed to every covenant, condition, and restriction contained herein, whether or not any reference to this Declaration :s contained in the instrument by which such Person acquired an interest in the Subject Property. 3.11 Rights of Mortgagees. No breach of any covenant, condition, or restriction herein contained, or any enforcement thereof, shall defeat or render invalid :he lien of any mortgage or deed of trust now or hereafter executed upon the Subject Property or a porten thereof; provided. however, that if any portion of said property is sold under a foreclosure of any mortgage or under the provisions of any deed of trust, any purchaser at such sale and its successors and assigns shall hold any and all property so purchased subject to all of the covei.,:iits, conditions, and yes:rc::ons contained in this Declaration. 3.12 Captions. The captions of articles arc sections herein are used for convenience only and are not intended to be a part of this Declaration or 'n any Nay to define, limit. or describe the j scope and intent of the particular article or section to which trey -efer. 3.13 Effect of Invalidation. If any provision of this Declaration is held to be invalid by any court, the invalidity of such provision shall not affect the validity of the remaining provisions hereof. IN WITNESS WHEREOF. the parties hereto have caused this Declaration executed as of the day and year first above written. LIND: SW 19TH LIND L.L.C., a Washington :imitec :iabilit, company ()7(. 1/47/ (Ai'— €---- By: Its: STUDIO: RENTON STUDIO HOTEL COMPANY, LLC. a Oa -la irritec :a:,iit/ corrcany may. 'ts. O GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company By: Its: STATE OF WASHINGTON ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evicence that :he person aocearng before me and making this acknowledgment is the person whose true signature appears on this document. On this 3rd day of July, 1997, before me personally appeared Jeffrey A. Roush, to me known to be the Manager of SW 19TH LIND L.L.C., a Washington :imited !lability company. the limited liability company that executed the within and 'oregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said :invited :ianility company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said ,nstrument. WITNESS my hand and o :a s I h r afi tr pay and year first above •.vritten. I '/ I '', Notary Public in and for the State _ �p��'�MCC�,P`', of Washington, res;dir.g at Woodinville .�`' ; N 'll ti, My commission expires: 3-''2-2CCC � U . �j,(r �s%90 �; Michael McCormack S _ . _ Piv'. 7� ; ;Type or Print Notary Narre; tip ��si�,��8\s ? I' r ,WAS1'"o rttt :.,e '.is .once 'or ,ours .ev :.vrv. 1 • 3.9 Attorneys' Fees. ,r. ary .ega; tacie crccee"_irg 'or the enforcement 3f :his Declaration or any prci;s;on hereof, wrether t ce an ac::cn 'or canna;es. declaratory relief, or .njunc:;ve relief, or any other action, the nonsubstanraily prevailing arty or paries shall pay the attorneys' fees of the substantially prevailing party or parties, in such reascnaole amount as shall be fixed by the court in such proceedings or in a separate action brought for that purpose. The substantially prevailing party shall be entitled to said attorneys' fees even thougn said proceeding is settled nor to judgment. All remedies provided herein or at law or i-i equity shall be cumulative and not exclusive. 3.10 Constructive Notice and Acceptance. Every Person who now-or hereafter owns, occupies, or acquires any right, title, or interest in or to any portion of the Subject Property is and shall be conclusively deemed to have consented and agreed to every covenant, condition, and restriction contained herein, whether or not any reference to this Declaration is contained in the instrument by which such Person acquired an interest in the Subject Property. 3.11 Rights of Mortgagees. No breach of any covenant,condition, or restriction herein contained, or any enforcement thereof, shall defeat or render invalid the 'ien of any mortgage or deed of trust now or hereafter executed upon the Subject Property or a portion :hereof; provided, however, that if any portion of said property is sold under a foreclosure _°any •rcrgage or under the provisions of any deed of trust, any purchaser at such sale and its successors and assigns shall hold any and all property so purchased subject to all of the covenants, conditions, arc restrictions contained in this Declaration. 3.12 Captions. The capt:crs of arlc;es arc sections Herein are used for convenience only and are not intended to be a part of this Declaration or .n any way to define, limit, or describe the scope and intent of the particular article or section to wr;ch :hey refer. 3.13 Effect of Invalidation. if any provision of :i..s :.eclaration is held to be invalid byanycourt, the invalidity of suchprovision snail net affect the validity Df the remaining ty j provisions hereof. IN WITNESS WHEREOF, :he parties hereto have caused this Declaration executed as of the day and year first above written. LIND: SW 19TH LIND L.L.C.. a Washington limited 'lability company By. Its: STUDIO: RENTON STUDIO HOTEL COMPANY, LLC. a Caiifcria ir;:ac ac : tv company GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company Bv: �C Its: -hyt! STATE.OF WASHINGTON ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence :hat :he person appearing before me and making this acknowledgment is the person whose true signature appears on this document. On this day of July, 1997, before me personally appeared , to me known to be the Manager of SW 1..9TH LIND L.L.C.. a Washington limited liability company, the limited liability company that executed the .vithin and foregoing instrument, and acknowledged the said Instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned. and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: [Type or Print Notary Name] Ise "`ns :aace a( "ourL fey ::arts, 1 , • s. STATE OF C. *;l-M.'— ) S"' ) ss. COUNTY OF IG ) I certify that I know or have satisfactory evidence tat the person appeanng before me and making this acknowledgment is the person whose true signature appears on this document. On this 1 day of July, 1997, personally appeared KA(LL K. 44664ND , to me known to be the Manager of RENTON STUDIO HOTEL COMPANY, LLC, a California limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and offici al hereto affixed e day and year first above written. r .....1, ► .. •• "-.%, sy t Notary Public in and for the State SVP_�� , _ T ;'',/ h of ate+ rrA"`*,�`t residing at f Nay rL tV1y commission expires: �pf . i t l : : ; CArwr',AJ L. EI 00 '',, pUC�`G _=,, [Type or Print Notary Namej C iI �• .'`,,,,,,,,,, .r p ►►11`QF Wn.; - C / (Use N%Saxe or`bony Seal.iCrtvi c STATE OF?�`.�'�:,[ZPIIA wask..As►ib._ ) ss. COUNTY OF I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. On this I — day of July, 1997, personally appeared KAet. k. f(9016LAJ D , to me known to be the Manager of RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and !c al seal hereto affixed the day and year first above written. v J • arl I BIN 4/14 Notary Public in and t0000r the :ate � of et �, residing at�, My comet sion expires: et ,.- Cis, 2r JJ L�)e S #o ;, Pa:. ' [Type or Pnnt Notary Name] 1�I ,'- t. (Use aos Since'or`ocanL Set Sumo) .35.• +L `. . . ._ `.& 3 • EXHIBIT A DESCRIPTION OF PROJECT Lots 4 through 9 of City of Renton Short F"at No. 97-032 and recorded in Volume i/S of Surveys, pages 1�3 , records of King County, Washington, and recorded under King County Recording No. 9712 9voG LUA -H , E (Li) TECHNICAL INFORMATION REPORT FOR S.W. 19TH LIND RENTON, WASHINGTON (1/% OUR JOB NO. 6045 � • , . MARCH 12, 1997 . 4 � REVISED SEPTEMBER 9, 1997 4\0 REVISED NOVEMBER 4, 1997 Prepared By: ,; k4i y r `0 BARGHAUSEN CONSULTING ENGINEERS, IN . 1 r 18215 72ND AVENUE SOUTH � , 28146 O KENT, WASHINGTON 98032 ,�►. AFsscis-rE?, \\�� (206) 251 -6222 �DNALEN fEXFIF._S 4/3/73 GHq(jSF i ' CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES M` `'Y ENGV4 TABLE OF CONTENTS 1.0 INTRODUCTION/GENERAL INFORMATION 2.0 EXISTING SITE CONDITIONS 3.0 DOWNSTREAM DRAINAGE ANALYSIS 4.0 ON-SITE DRAINAGE CONSIDERATION 5.0 STORM DRAINAGE DETENTION CALCULATIONS 6.0 RESOURCE REVIEW A. ASSESSOR'S'S MAP B. FLOODPLAIN/FLOODWAY FEMA MAP C. WETLAND INVENTORY MAP D. SENSITIVE AREA FOLIOS E. SOILS SURVEY MAP 1.0 INTRODUCTION/GENERAL INFORMATION The proposed nine-lot short plat is located in Section 19, Township 23, Range 5 East, Willamette Meridian, in the City of Renton, Washington. The site is bound by Lind Avenue S.W. to the west, S.W. 19th Street to the south, East Valley Road to the east, and existing office buildings to the north. The rectangular site is approximately 14.5 acres. The site was surveyed using NAVD, 1988 vertical datum, as reported by the City of Renton Technical Services Division, and the City of Renton Benchmark Monument No. 1895. 2.0 EXISTING SITE CONDITIONS The King County Soil Classification Guide shows the site to have a mixture of soil types. The survey indicates the site consists of the Puyallup soil group, which is a hydrologic Group B, and an urban soil group, which is a variable hydrologic group. However, this survey was done prior to the site being filled with several feet of imported material. Our site investigation reveals that the on-site soils probably are a hydrologic Group C. The site is almost fully grassed and contains small areas of light brush, but no significant trees. The topography is very flat. Some small depressions exist due to previous inconsistent fill placement. The site sits higher relative to its surroundings and, therefore, receives no off-site drainage. 3.0 DOWNSTREAM DRAINAGE ANALYSIS Storm drainage runoff from the project sheetflows from north to south and is collected at two low points along the south property line by two existing catch basins. These two catch basins are located behind the road improvement and collect runoff from the existing site. The catch basins are protected by a silt fence buffer and discharge runoff to the existing 60-inch diameter storm tightline system along S.W. 19th Street. The existing 60-inch diameter tightline system along S.W. 19th Street travels westerly toward the intersection of S.W. 19th Street and Lind Avenue S.W. (87th Avenue South). From the intersection of S.W. 19th Street and Lind Avenue S.W., the 60-inch storm drain travels due west approximately 1,100 lineal feet in a 60-inch reinforced concrete pipe system. It discharges at this point into a well defined 6- to 10-foot deep vegetated ditch that appears to be approximately 5 feet wide with 2 to 1 side slopes. At a point approximately.200 feet west, the flow enters a 60-inch corrugated metal pipe which conveys the drainage due westward approximately 100 feet into Springbrook Creek where it is discharged. 4.0 ON-SITE DRAINAGE CONSIDERATIONS The proposed short plat will contain one water quality enhancement system for the entire project. Drainage from the site will be discharged into the existing wetland across S.W. 19th Street to the south of the site, which ultimately flows into the previously mentioned 60-inch storm drainage system in S.W. 19th Street. The wetland will be used for peak rate runoff control. In addition, a wet vault located on the south property line of the site will also be used for water quality treatment. This system is described in greater detail in the following paragraphs. All site storm drainage water quality systems will meet City code and be in accordance with City standard systems or equivalent systems. 6045.006[KL/es/sm] Storm drainage construction for the first phase of the project will consist of the construction of the wet vault and outfall, as well as the storm drainage conveyance system which will provide stubs to each individual lot. When the individual lots are developed, their storm drainage systems can then tie into the provided stubs. Water quality for the entire project will be provided in the wet vault located along the south property line of the site. The vault is designed using the February 1996 draft of the King County Surface Water Design Manual, which is a method of analysis based on computer modeling using the King County Runoff Time Series (KCRTS) model. The City of Renton requires the wetpond to be 1.5 to 2 times the design surface area and volume as calculated using the 1990 KCSWDM Design Standards if a biofiltration swale does not precede it. Using the KCRTS method of design,the vault is approximately 1.53 times the surface area and 1.97 times the volume requirements of the 1990 KCSWDM. The wet vault design calculations are contained later in this report. The wetland on the property south of the project is approximately 10 acres in size. Per agreement with the City of Renton, the developer proposes to use this wetland for peak rate runoff control. An existing 24-inch pipe with a 12-inch constriction at the wetland to the south picks up wetland outflows and replaced with a 36-inch pipe to accommodate the additional drainage from the site and allow the S.W. 19th Street storm drainage to backflow into the wetland as required. Please refer to the grading and storm drainage plans for the project for additional information on the storm drainage system. 6045.006[KL/es/sm] r 7n 134INE ST A vrl. 18 rrrnilw=N�^ — - U�ATV / (fDER �NpAr1 1 ate,►-,s, * _- d , S 12ND HS g $ �"�1a' y 7' < r < e'J [tlmn r 7L� ©_ 'boo �� \‘79i50-a%Ir" IV ''''*--‘malaNffertie /-IA ? N„..„..i...„. _, ,,„,,0 , , s . r„,..411 41 4...f>, 1 A' L AAt1.- ktage " ibs a iiHrilllla !lg0N,1 ea n Ig I,I I--sT \a �. , i gz�I ,.. > A RIDE 0,2-% grs 1 EX--"t._ I. D. illE 41tnilikiP &477h-AGE I AM�1XU:.•,,sy etN I 2 7 G� ' ■ S R: 1 VILLAGE Pl r Sun+ Sr s 46'1E RZOoe MAI R ��.r- �,N�NOU ERA ' -' • • ,w ,,`, W` r. 20 .It '0' se SW _ 6" 16TH ST MU ssiurri,,sA iii St 't i� G S `sls. 4 S I ''' Trif7A1' LZ'1.''. MI: MIR 1 ..4 I Mr I ib '''.5., i' k4Nt, . 4 pir -Lie! .r. ..,:Lui r„ ic 1'TH ?TALBOT - .y , � y .auti a ° 1 4 15 i6.` SITE �� ` PARK I 100 PUGET r •.4t"'I. e + t M DI ,-G i w N r. 'P' . 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R. . } 1, , ^- / i S i 't. fS St vaTN -I. 11., At, t SN ST / S 1,PAK1 = C)il P K�a " ; e -t k I e. _ Et. fJ l; ° 1 w O I out" ■,T-r 10••=1 .411 W SEE 686 MAP SITE LOCATION MAP I" = 2400' Reference: The Thomas Guide,King/Pierce/Snohomish Counties, 1996 Edition ' Be0 y- I " or' 1:•':n. !••F'I I - •f billtile RA�ROAD�Tv 1� � 'tt* ,,...-- ill ,� •rs� . No ' ' ''-- -1—. .: 11111 P i _.,,,a toN . Wo �„ • 11LI!1L 1 N,. _: .___ ��13 i � / I ' I : � I I 1 ' I \ I �� Gol i�Course I I ` ■; I i 41te 1 q • Ur I • • f"-_ - ► • my �•; Sew pRTHE I %� ^! • . • :or Disp• _ 10.0 illP" ."---- r:-_, ..-..-i-i P--)11"-'dm ..::':' -. -:.:::1::::::: AgC . irici • ,,,\i ..r c Pu e A Ago 20 Li 3 • um A. 'M116liiii 91111:7:1 \ IL\ e ;•-. 141 i fi,-.- -,,,,:es: l_ongacreS: C``" •• 1 IN Li ' RAc€- j,.. Py I • • • 48eC1 i "41) ''' --. , M 1 Wo I BeD .. \ ,i —Ijl 'fir Ur t:.: I • .,,••, •• .- ^ ib� fi (�D • ,. •.. iiii:. el" :0010 I'" . 1 Call iij 1 Ur 4 ■ Res rvoir l I.! 2` •I So r•• ....:: » • • • • IL Wo Pu • •M I ' ;liii..\Q IBM � • • �• 25 I =• -�9 �203 q�� . Py • 1 n if • Wo Ur -= ' us �� 3I I• I 1 �" • E ,' . ! InC l -l. * : :A. ,w.i., D KING COUNTY SOIL SURVEY MAP l" = 2000' STORM DRAINAGE DETENTION CALCULATIONS N N N N N A A A N-+ OON 000 v III m m m m m m 1 1 1 -54•0 a ie-7 701,, 9/rJo /-7 6'/?p YQ.> /'041.2 7S 99/..r,O 7 0-.7' 71/(3/V--16v/-1 /‹.6r 6ena L-44'17 2A / oa1711-61 9,AWY077Ge 70 /YOJ o/ I y Vic% oil,/ 2/04.- 0' 7_1-2 rr Q-:/Y/ ?c /f 2 4_2 4)j/i�j 7�a�r'3 1 J J/01/6/ — /112-447Y.7,Y -.>/D /A/ l Jd _S 04 WATER QUALITY CALCULATIONS -- — - IV 7? - ,4f2-e 4 r /4.c14/ roe- (E1cc /°�.0 /34x. f3 /v.1,e-vco uS -_ /U. =j' . I 4 (ge-6.$ ) = o,o/ ft a O. 1J ✓0/- (.eaz ID) ` ?o, Ga,' rain P2 yr Fog r7 O- f(S 2 KIZ-/zit te4. po sr-D ef'v PG - /4, &.V-s /"T p?.ev Sv c,,-44 r7Y72 ✓rsio 1, Re.av i 7 /4 v 4dreF /. Zs' 77.444,7-5 Sv/ � ,sY git Vo'L L.r cr6 S-f07G.Riv/r77v / / c776' moo) 1881 . 'At/ V '-L-7 �.4 a 088) ( iG� _ '520 $,e --� TSZ°�69/ z /.40 • Vo LvrtF� 02 'Q V S !. 90 riAtaj Ca+,1494. ram VoLs'A1er ?L? 4ven,46,e- /_7.7 Vvt„ : (1.50)(21:),D38 ) t 38, c?Z c� Der roe /1.10-& r0 a 31' 043/7$2o S.G6 Fr ADD / dram De7MY ,Cat. Sirso steex/T S rZfRhCrff — To VV.- o,nornr ,2e `0 - Co.66 Af TXu c7U.e E 0e-79/7-1 - G./S (Co.YSe-xv.977e16 5/12/97 5: 5: 52 pm Barghausen Engineers page 1 SW 19TH LIND - RENTON PRELIMINARY DETENTION CALCULATIONS 6045-PRE BASIN SUMMARY BASIN ID: WETPOND NAME: 1/3 2YR/24HR POST-DEVELOPED SBUH METHODOLOGY TOTAL AREA • 14 . 04 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 0 . 67 inches AREA. . : 3 . 25 Acres 10 . 79 Acres TIME INTERVAL • 10 . 00 min CN • 90. 00 98 . 00 TC • 18 . 10 min 8 . 70 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 50 . 00 ns: 0 . 1500 p2yr: 2 . 00 s: 0 . 0100 TcReach - Sheet L: 50 . 00 ns: 0 . 0110 p2yr: 2 . 00 s: 0. 0100 TcReach - Channel L: 850. 00 kc: 42 . 00 s: 0. 0020 impTcReach - Sheet L: 50 . 00 ns: 0 . 0110 p2yr: 2 . 00 s: 0 . 0100 impTcReach - Channel L: 850 . 00 kc: 42 . 00 s: 0 . 0020 PEAK RATE: 1. 18 cfs VOL: / 4.6 )1c-ft TIME: 480 min STORM DRAINAGE CONVEYANCE CALCULATIONS -97 i >o '/►^�2kfrA '- •5-r✓, 7L4+/,?$ mP298 17nbA -9J1ZtgSn3 ZA24I-s 07r'AV/lrvo 21.1 CtPzis7,e 57— cu. 11 097 awl" pf ac 1 v9 d no.b1,4SA No7 i-701 4 sty uir,P171ev47 fi 6/INQ7 I _ 10/16/97 6 : 57 :26 pm Barghausen Engineers page 1 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID: CB01 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 31 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 28 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .20 cfs VOL: 0 . 08 Ac-ft TIME : 480 min BASIN ID: CB02 NAME: SBUH METHODOLOGY TOTAL AREA • 0 .22 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 19 Acres TIME INTERVAL • 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE: 0 . 14 cfs VOL: 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB03 NAME: SBUH METHODOLOGY TOTAL AREA • 0 .24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 00 Acres 0 . 24 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 98 . 00 TC • 0 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE : 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB04 NAME: SBUH METHODOLOGY TOTAL AREA • 0 .31 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A -PERV- IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 28 Acres TIME INTERVAL • 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 20 cfs VOL: 0 . 08 Ac-ft TIME: 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 2 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID : CB05 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 23 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 02 Acres 0 . 21 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 15 cfs VOL : 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB06 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 18 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 02 Acres 0 . 16 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 .20 PEAK RATE : 0 . 12 cfs VOL: 0 . 05 Ac-ft TIME : 480 min BASIN ID: CB07 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 02 Acres 0 . 22 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB08 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 02 Acres 0 . 22 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 3 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID: CB09 NAME: SBUH METHODOLOGY TOTAL AREA • 0 .29 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 26 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE: 0 . 19 cfs VOL: 0 . 07 Ac-ft TIME : 480 min BASIN ID: CB10 NAME: SBUH METHODOLOGY TOTAL AREA • 0 .25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 22 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE: 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB11 NAME: SBUH METHODOLOGY TOTAL AREA • 0 . 39 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 04 Acres 0 .35 Acres TIME INTERVAL • 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .26 cfs VOL: 0 . 10 Ac-ft TIME: 480 min BASIN ID: CB12 NAME: SBUH METHODOLOGY _ - TOTAL AREA • 0 . 00 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 00 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 0 . 00 TC 0 . 00 min 0 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 00 cfs VOL: 0 . 00 Ac-ft TIME: 0 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 4 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID : CB13 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 23 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 00 Acres 0 . 23 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 98 . 00 TC 0 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB14 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 38 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 04 Acres 0 . 34 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 25 cfs VOL: 0 . 10 Ac-ft TIME : 480 min BASIN ID: CB15 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 18 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 02 Acres 0 . 16 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 12 cfs VOL : 0 . 05 Ac-ft TIME : 480 min BASIN ID: LOT1 NAME : SBUH METHODOLOGY TOTAL AREA • 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 30 Acres 1 . 20 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 5 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID: LOT2 NAME : SBUH METHODOLOGY TOTAL AREA • 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 30 Acres 1 . 20 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME : 480 min BASIN ID: LOTS NAME : SBUH METHODOLOGY TOTAL AREA • 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 30 Acres 1 . 20 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 89 cfs VOL : 0 . 37 Ac-ft TIME : 480 min BASIN ID: LOT6-9 NAME : SBUH METHODOLOGY TOTAL AREA • 4 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 90 Acres 3 . 60 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 2 . 68 cfs VOL: 1 . 10 Ac-ft TIME : 480 min BASIN ID: LOT6/7 NAME: SBUH METHODOLOGY TOTAL AREA • 2 . 25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 45 Acres 1 . 80 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 1 . 34 cfs VOL: 0 . 55 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 6 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID : LOT8/9 NAME : SBUH METHODOLOGY TOTAL AREA • 2 . 25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 45 Acres 1 . 80 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 1 . 34 cfs VOL: 0 . 55 Ac-ft TIME : 480 min BASIN ID: TRENCH-A NAME: SBUH METHODOLOGY TOTAL AREA • 0 . 51 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 00 Acres 0 . 51 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 98 . 00 TC 0 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 35 cfs VOL: 0 . 13 Ac-ft TIME: 480 min BASIN ID: TRENCH-B NAME: SBUH METHODOLOGY TOTAL AREA • 0 . 52 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 00 Acres 0 . 52 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 98 . 00 TC 0 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE : 0 . 36 cfs VOL: 0 . 14 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 7 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 4 . 008 480 70396 cf 6 . 50 2 4 . 165 480 73029 cf 6 . 74 11 0 . 159 480 2675 cf 0 . 24 12 0 . 159 480 2675 cf 0 . 24 10/16/97 7 : 11 : 37 pm Barghausen Engineers page 6 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No . PO4 From: To : Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 107 . 0000 ft s : 0 . 0021 Up invert 16 . 9700 ft down invert : 16 . 7496 ft Collection Area : 0 . 7500 Ac . Design Flow 0 . 5125 cfs Dsgn Depth: 0 . 37 ft Pipe Capacity 1 . 8895 cfs Design Vel 1 . 9402 fps Travel Time : 0 . 92 min Pipe Full Vel 2 . 4690 fps PIPE REACH ID No . P05 From: To : Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 50 . 0000 ft s : 0 . 0050 Up invert 17 . 0000 ft down invert : 16 . 7500 ft Collection Area: 1 . 5000 Ac . Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 . 27 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P06 From: To : Pipe Diameter: 1 . 2500 ft n: 0 . 0120 Pipe Length : 166 . 0000 ft s : 0 . 0025 Up invert 16 . 7500 ft down invert : 16 . 3400 ft Collection Area: 3 . 0900 Ac . Design Flow 1 . 9552 cfs Dsgn Depth: - 0 . 67 ft Pipe Capacity 3 . 7514 cfs Design Vel 2 . 9228 fps Travel Time : 0 . 95 min Pipe Full Vel 3 . 1372 fps PIPE REACH ID No . P07 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0 . 0050 Up invert 16 . 5700 ft down invert : 16 . 3400 ft Collection Area : 1 . 5000 Ac . Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 . 25 min Pipe Full Vel 3 . 8466 fps 10/16/97 7 : 11 : 37 pm Barghausen Engineers page 7 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P08 From: To: Pipe Diameter: 1 . 5000 ft n: 0 . 0120 Pipe Length : 160 . 0000 ft s : 0 . 0025 Up invert 16 . 3400 ft down invert : 15 . 9400 ft Collection Area: 4 . 8200 Ac . Design Flow 2 . 9989 cfs Dsgn Depth: 0 . 77 ft Pipe Capacity 6 . 1371 cfs Design Vel 3 . 2688 fps Travel Time : 0 . 82 min Pipe Full Vel 3 . 5641 fps PIPE REACH ID No. P09 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0 . 0050 Up invert 16 . 1700 ft down invert : 15 . 9400 ft Collection Area: 1 . 5000 Ac. Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 .25 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P10 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length 76 . 0000 ft s: 0 . 0025 Up invert 15 . 9400 ft down invert : 15 . 7500 ft Collection Area: 6 . 5000 Ac . Design Flow 4 .0085 cfs Dsgn Depth: - - -0 . 79 ft Pipe Capacity 13 . 2170 cfs Design Vel 3 .4976 fps Travel Time : 0 . 36 min Pipe Full Vel 4 . 3176 fps PIPE REACH ID No. P11 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 18 . 0000 ft s : 0 . 0306 Up invert 17 . 3000 ft down invert : 16 . 7499 ft Collection Area: 0 . 2400 Ac . Design Flow 0 . 1589 cfs Dsgn Depth: 0 . 12 ft Pipe Capacity 2 .4684 cfs Design Vel 3 . 7744 fps Travel Time: 0 . 08 min Pipe Full Vel 7 .2573 fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 8 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No . P12 From: To : Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 22 . 0000 ft s : 0 . 0250 Up invert 17 . 3000 ft down invert : 16 . 7500 ft Collection Area : 0 . 2400 Ac . Design Flow 0 . 1589 cfs Dsgn Depth: 0 . 12 ft Pipe Capacity 2 . 2326 cfs Design Vel 3 . 5131 fps Travel Time : 0 . 10 min Pipe Full Vel 6 . 5640 fps PIPE REACH ID No. P13 From: To : Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length : 115 . 0000 ft s : 0 . 0100 Up invert 18 . 6500 ft down invert : 17 . 5000 ft Collection Area : 0 . 2900 Ac . Design Flow 0 . 1905 cfs Dsgn Depth: 0 . 17 ft Pipe Capacity 1 . 4120 cfs Design Vel 2 . 6794 fps Travel Time : 0 . 72 min Pipe Full Vel 4 . 1514 fps PIPE REACH ID No. P14 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 40 . 0000 ft s : 0 . 0050 Up invert 17 . 7000 ft down invert : 17 . 5000 ft Collection Area: Ac . Design Flow cfs Dsgn Depth: ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps PIPE REACH ID No . P15 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 150 . 0000 ft s : 0 . 0050 Up invert 17 . 5000 ft down invert : 16 . 7500 ft Collection Area : 0 . 5400 Ac . Design Flow 0 . 3537 cfs Dsgn Depth: 0 . 24 ft Pipe Capacity 2 . 9437 cfs Design Vel 2 . 4010 fps Travel Time : 1 . 04 min Pipe Full Vel 3 . 8466 fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 9 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P16 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 42 . 0000 ft s : 0 . 0050 Up invert 16 . 9600 ft down invert : 16 . 7500 ft Collection Area: Ac. Design Flow cfs Dsgn Depth: ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps PIPE REACH ID No. P17 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 134 . 0000 ft s : 0 . 0025 Up invert 16 . 7500 ft down invert : 16 .4204 ft Collection Area: 0 . 9300 AC . Design Flow 0 . 6100 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 0648 cfs Design Vel 2 . 1702 fps Travel Time : 1 . 03 min Pipe Full Vel 2 . 6981 fps PIPE REACH ID No. P18 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 44 . 0000 ft s : 0 . 0050 Up invert 16 . 6400 ft down invert : 16 .4200 ft Collection Area: 4 . 5000 Ac. Design Flow 2 . 6750 cfs Dsgn Depth: - - -- - --0 . 80 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 9711 fps Travel Time : 0 . 18 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P19 From: To: Pipe Diameter: 1 . 5000 ft n: 0 . 0120 Pipe Length 38 . 0000 ft s : 0 . 0026 Up invert 16 .4200 ft down invert : 16 . 3201 ft Collection Area: 5 .4300 Ac . Design Flow 3 . 2850 cfs Dsgn Depth: 0 . 80 ft Pipe Capacity 6 .2946 cfs Design Vel 3 .4068 fps Travel Time: 0 . 19 min Pipe Full Vel 3 . 6556 fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 10 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P20 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 60 . 0000 ft s : 0 . 0109 Up invert 17 . 2420 ft down invert : 16 . 5898 ft Collection Area: 0 . 5200 Ac . Design Flow 0 . 3553 cfs Dsgn Depth: 0 . 23 ft Pipe Capacity 1 .4722 cfs Design Vel 3 .2931 fps Travel Time : 0 . 30 min Pipe Full Vel 4 . 3282 fps PIPE REACH ID No. P21 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 123 . 0000 ft s : 0 . 0022 Up invert 16 . 5900 ft down invert : 16 . 3194 ft Collection Area: 0 . 7500 Ac. Design Flow 0 . 5125 cfs Dsgn Depth: 0 . 36 ft Pipe Capacity 1 . 9527 cfs Design Vel 1 . 9869 fps Travel Time: 1 . 03 min Pipe Full Vel 2 . 5515 fps PIPE REACH ID No. P22 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length : 152 . 0000 ft s: 0 . 0025 Up invert 16 .3200 ft down invert : 15 . 9400 ft Collection Area: 6 . 5600 Ac. Design Flow 4 . 0469 cfs Dsgn Depth: - - - - 0 . 79 ft Pipe Capacity 13 . 2170 cfs Design Vel 3 . 5067 fps Travel Time: 0 . 72 min Pipe Full Vel 4 .3176 fps PIPE REACH ID No. P23 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0 . 0050 Up invert 16 . 1700 ft down invert : 15 . 9400 ft Collection Area: Ac . Design Flow cfs Dsgn Depth: ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 11 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P24 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length 76 . 0000 ft s : 0 . 0025 Up invert 15 . 9400 ft down invert : 15 . 7500 ft Collection Area: 6 . 7400 Ac . Design Flow 4 . 1648 cfs Dsgn Depth: 0 . 80 ft Pipe Capacity 13 .2170 cfs Design Vel 3 . 5339 fps Travel Time : 0 . 36 min Pipe Full Vel 4 . 3176 fps 10/16/97 7 : 11 : 29 pm Barghausen Engineers page 1 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON --------------------------------------------------------------------- HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 4 . 008 480 70396 cf 6 . 50 2 4 . 165 480 73029 cf 6 . 74 11 0 . 159 480 2675 cf 0 . 24 12 0 . 159 480 2675 cf 0 . 24 10/16/97 7 : 11 : 34 pm Barghausen Engineers page 2 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach NO1 REACH <-AREA> c-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P01 0.31 0.67 112.00 0.0100 0.0120 0.20 14.46 0.18 26.66 2.73 4.15 CB01 P02 0.53 1.00 150.00 0.0050 0.0120 0.35 11.78 0.24 24.04 2.39 3.85 CB02 Network Reach NO3 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P03 0.51 0.67 62.00 0.0044 0.0120 0.35 37.42 0.29 44.14 2.35 2.74 TRENCH-A PO4 0.75 1.00 107.00 0.0021 0.0120 0.51 27.12 0.37 36.99 1.94 2.47 CB03 Network Reach N05 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P05 1.50 1.00 50.00 0.0050 0.0120 0.89 30.29 0.39 39.27 3.11 3.85 LOT1 Network Reach N06 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C Area ID (Ac) (ft) (ft) ft/ft ---- (cfs) (ft) (fps) (fps) ----------- ---- ---------- - --------- Confluence with Network N01 Confluence with Network NO3 Confluence with Network N05 P06 3.09 1.25 166.00 0.0025 0.0120 1.96 52.12 0.67 53.55 2.92 - 3.14 CB04 Network Reach N07 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P07 1.50 1.00 46.00 0.0050 0.0120 0.89 30.29 0.39 39.27 3.11 3.85 LOT2 Network Reach N08 REACH <-AREA> <-DIA> LENGTH SLOPE c n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N06 Confluence with Network N07 P08 4.82 1.50 160.00 0.0025 0.0120 3.00 48.87 0.77 51.50 3.27 3.56 CB05 10/16/97 7 : 11 :35 pm Barghausen Engineers page 3 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach N09 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P09 1.50 1.00 46.00 0.0050 0.0120 0.89 30.29 0.39 39.27 3.11 3.85 LOT3 Network Reach N10 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N08 Confluence with Network N09 P10 6.50 2.00 76.00 0.0025 0.0120 4.01 30.33 0.79 39.30 3.50 4.32 CB06 Network Reach N11 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P11 0.24 0.67 18.00 0.0306 0.0120 0.16 6.44 0.12 17.82 3.77 7.26 CB07 Network Reach N12 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P12 0.24 0.67 22.00 0.0250 0.0120 0.16 7.12 0.12 18.73 3.51 6.56 CB08 Network Reach N13 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P13 0.29 0.67 115.00 0.0100 0.0120 0.19 13.49 0.17 25.74 2.68 4.15 CB09 Network Reach N14 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P14 1.00 40.00 0.0050 0.0120 10/16/97 7 : 11 : 36 pm Barghausen Engineers page 4 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach N15 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N13 Confluence with Network N14 P15 0.54 1.00 150.00 0.0050 0.0120 0.35 12.02 0.24 24.28 2.40 3.85 CB10 Network Reach N16 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P16 1.00 42.00 0.0050 0.0120 Network Reach N17 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N15 Confluence with Network N16 P17 0.93 1.00 134.00 0.0025 0.0120 0.61 29.54 0.39 38.74 2.17 2.70 CB11 Network Reach N18 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P18 4.50 1.00 44.00 0.0050 0.0120 2.68 90.87 0.80 80.01 3.97 3.85 LOT6-9 Network Reach N19 REACH <-AREA> <-DIA> LENGTH SLOPE c n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N17 Confluence with Network N18 P19 5.43 1.50 38.00 0.0026 0.0120 3.29 52.19 0.80 53.59 3.41 3.66 CB12 Network Reach N20 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P20 0.52 0.67 60.00 0.0109 0.0120 0.36 24.13 0.23 34.77 3.29 4.33 TRENCH-B P21 0.75 1.00 123.00 0.0022 0.0120 0.51 26.24 0.36 36.35 1.99 2.55 CB13 10/16/97 7 : 11 : 37 pm Barghausen Engineers page 5 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach N22 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N19 Confluence with Network N20 P22 6.56 2.00 152.00 0.0025 0.0120 4.05 30.62 0.79 39.50 3.51 4.32 CB14 P24 6.74 2.00 76.00 0.0025 0.0120 4.16 31.51 0.80 40.13 3.53 4.32 CB15 PIPE REACH ID No. P01 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length : 112 . 0000 ft s : 0 . 0100 Up invert 18 . 6200 ft down invert : 17 . 5000 ft Collection Area: 0 . 3100 Ac . Design Flow 0 .2042 cfs Dsgn Depth: 0 . 18 ft Pipe Capacity 1 .4120 cfs Design Vel 2 . 7329 fps Travel Time : 0 . 68 min Pipe Full Vel 4 . 1514 fps PIPE REACH ID No. P02 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe ' Length : 150 . 0000 ft s : 0 . 0050 Up invert 17 . 5000 ft down invert : 16 . 7500 ft Collection Area: 0 . 5300 Ac. Design Flow 0 . 3469 cfs Dsgn Depth: 0 .24 ft Pipe Capacity 2 . 9437 cfs Design Vel 2 . 3871 fps Travel Time : - . .- . -1 . 05 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P03 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 62 . 0000 ft s : 0 . 0044 Up invert 17 .2400 ft down invert : 16 . 9703 ft Collection Area: 0 . 5100 Ac . Design Flow 0 . 3485 cfs Dsgn Depth: 0 .29 ft Pipe Capacity 0 . 9313 cfs Design Vel 2 . 3460 fps Travel Time : 0 .44 min Pipe Full Vel 2 . 7380 fps BACKWATER ANALYSIS CALCULATIONS Open Channel Flow Module , Version 3.41 ( c ) 1991 Haestad Methods , Inc. * 37 Brookside Rd * Waterbury , Ct 06708 EuN nitmer (pIvve Y cf s wrani IXtatiiturer2 € V vw 17.5 INFLOW CONDITIONS PIPE NO. S - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1 ) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NGNE=0 , BROAD- JEIR=1 , SHARP-WEIR=2 ) "C 4 ENTER: QMIN, QMAX , QINCRE. PRINT-OPTION (STANDARD=1 , CONDENSED=2, EXPANDED=3 ) 4. 16 4. 16 1 1 PIPE NO. 1 : 75 LF - 24"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 20.00 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .03 n/me % UI If cT \ uu rl rI I x m_ran nn nil T1.1 nn nr uun L1117 4. Ib I .b) ir .nr x .vic . rc .ai i . rn 1 . r 1 . ts i .bi yy PIPE NO. 2: 150 LF - 24"CP @ .25% OUTLET: 15.94 INLET: 16.32 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 .00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4.04 1 .31 17.63 * .012 .71 .79 1 .63 1 .63 1 .29 1 .31 .93 PIPE NO. 3: 38 LF - 18"CP @ .26% OUTLET: 16.32 INLET: 16.42 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ****************************************************************•*************** 3.28 1 .36 17.78 * .012 .70 .81 1 .31 1 .31 1 .24 1 .36 1 .01 PIPE NO. 4: 44 LF - 15"CP @ .50% OUTLET: 16.42 INLET: 16.64 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 2.67 1 .29 17.93 * .012 .66 .66 1 .36 1 .36 1 .20 1 .29 .93 SPECIFY: R - REVISE. N - NEWJOB. F - FILE. S - STOP n BACKWATER COMPUTER PROGRAM FOR PIPES SPECIFY TYPE OF PIPE-DATA INPUT: K - KEYBOARD �� ^. F - FILE n ENTER [d: ][path]filename[ .ext ] OF PIPE-DATA FILE c:\hyd\6045-bwl .ext OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: 1 ) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. F - TW/HW DATA FILE 5 2 ) ENTER: TW-ELEV 17.5 INFLOW CONDITIONS PIPE NO. 5 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1 ) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=0, BROAD-WEIR=1 , SHARP-WEIR=2 ) 18.45 1 la ) ENTER: WEIR LENGTH( ft ) , HT( ft ) ABOVE OVERFLOW 120 1 2 ) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A V 3 ) SPECIFY AN UPSTREAM CHANNEL WIDTH( ft ) FOR COMPUTING A=HW*WIDTH 4 ENTER: QMIN, QMAX , QINCRE , PRINT-OPTION ( STANDARD=1 , CONDENSED=2 , EXPANDED=3 ) 4.01 4.01 1 1 PIPE NU. 1 : 76 LF - 24"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 21 .00 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .34 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4.01 1 .65 17.59 * .012 .71 .79 1 .75 1 .75 1 .58 1 .65 .99 PIPE NO. 2: 160 LF - 18"CP @ .25% OUTLET: 15.94 INLET: 16.34 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 .00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .53 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 2.99 1 .38 17.72 * .012 .66 .78 1 .65 1 .65 1 .35 1 .38 .89 PIPE NO. 3: 166 LF - 15"CP @ .25% OUTLET: 16.34 INLET: 16.75 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .00 BEND: 90 DEG DIR/WIDTH: 2.0 Q-RATIO: 2.82 Q(CFS ) HW(FT > HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1 .96 1 . 16 17.91 * .012 .56 .68 1 .38 1 .38 1 . 10 1 . 16 .79 PIPE NO. 4: 107 LF - 12"CP @ .21% OUTLET: 16.75 INLET: 16.97 INTYP: 4 JUNC NO. 4: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: .46 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* .51 .99 17.96 * .012 .30 .38 1 . 16 1 . 16 .97 .99 .41 PIPE NO. 5: 62 LF - 8"CP @ .42`/. OUTLET: 16.97 INLET: 17.23 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* .35 .80 18.03 * .012 .28 .30 .99 .99 .78 .80 .38 SPECIFY: R - REVISE , N - NEWJOB, F - FILE , S - STOP t, 3 We i CoN�/� �'�� -4 Ys .71=77/ � y P-' ' a gM�7�2 -- , c� D a v0" ,e 8 s(z P Rt 9,0 r REVISION OPTIONS: 1 - PIPE/JUNC DATA 2 - OUTLET CONDITIONS 3 - INLET CONDITIONS 4 - PRINT-OUT ENTER OPTION NUMBER: 1 SPECIFY NUMBER OF PIPE/JUNC'S TO BE REVISED: 5 SPECIFY THE PIPE/JUNC "NUMBER(S )" TO BE REVISED: 0 1 2 3 4 INFLOW CONDITIONS PIPE NO. S - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1 ) ENTER: OVERFLOW-ELEV , OVERFLOW-TYPE (NONE=0 , BROAD-WEIR=1 , SHARP-WEIR=2 ) 1410 I 2 ) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM U - VARY VELOCITY ACCORDING TO V=Q/A V 3 ) SPECIFY AN UPSTREAM CHANNEL WIDTH( ft ) FOR COMPUTING A=HW*WIDTH 4 ENTER: QMIN, QMAX , QINCRE, PRINT-OPTION ( STANDARD=1 , CONDENSED=2 , EXPANDED=3 ) 4.0m14.01 1 1 PIPE NO. 1 : 76 LF - 18"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 21 .00 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .34 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4.01 1 .81 17.75 * .012 .77 .93 1 .75 1 .75 1 .66 1 .81 1 . 14 PIPE NO. 2: 160 LF - 15"CP @ .25% OUTLET: 15.94 INLET: 16.34 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 .00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .53 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ********************************,*********************************************** 2.99 1 .76 18. 10 * .012 .70 .89 1 .81 1 .81 1 .71 1 .76 .94 PIPE NO. 3: 166 LF - 12"CP @ .25% OUTLET: 16.34 INLET: 16.75 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .00 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: 2.82 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1 .96 1 .90 18.65 * .012 .60 .84 1 .76 1 .76 1 .78 1 .90 .88 PIPE NO. 4: 107 LF - 12"CP @ .21% OUTLET: 16.75 INLET: 16.97 INTYP: 4 JUNC NO. 4: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: .46 Q(CFS ) HW(FT) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI ******************************************************************************* .51 1 .72 18.69 * .012 .30 .38 1 .90 1 .90 1 .70 1 .72 .41 PIPE NO. 5: 62 LF - 8"CP @ .42% OUTLET: 16.97 INLET: 17.23 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* .35 1 .53 18.76 * .012 .28 .30 1 .72 1 .72 1 .51 1 .53 .38 **************** OVERFLOW ENCOUNTERED AT .35 CFS DISCHARGE ***************** ************** ACTUAL OVERFLOW MAY OCCUR AT LESS THAN .35 CFS ************** ************************** PIPE FLOW PLUS WEIR FLOW *************************** SPECIFY: R - REVISE, N - NEWJOB , F - FILE , S - STOP 5 4"119 .°u1 8Y o.3i ,,✓ 712e t4- 'C'- t; - Z�`Y/1 /74-C 5r olc -- KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division RAC I!WATFP ANAI VSTS PPTIPRAM ievti ti& 4 � - e17t1V6 sus;art i'911 455 .8 otix M/2 e1 ram- ,s- ,ems ,oG-7-4,24v 7 sue, 5 KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division BACKWATER ANALYSIS PROGRAM Version 4.22 1 - INFO ON THIS PROGRAM 2 - BWCHAN 3 - BWPIPE 4 - BWCULV 5 - BWBOX 6 - DATA-FILE ROUTINES 7 - RETURN TO DOS ENTER OPTION 3 BACKWATER COMPUTER PROGRAM FOR PIPES SPECIFY TYPE OF PIPE-DATA INPUT: K - KEYBOARD F - FILE f ENTER [d: ][path]filename[ .ext ] OF PIPE-DATA FILE c: \hyd\6045-bw4.ext OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: 1 ) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. F - TW/HW DATA FILE s 2 ) ENTER: TW-ELEV 17.5 20.0 0 2 ) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A V 3 ) SPECIFY AN UPSTREAM CHANNEL WIDTH( ft ) FOR COMPUTING A=HW*WIDTH 4 ENTER: QMIN, QMAX , QINCRE , PRINT-OPTION ( STANDARD=1 , CONDENSED=2 , EXPANDED=3 ) 4. 16 4. 16 1 1 PIPE NO. 1 : 75 LF - 18"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 20.00 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .03 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4. 16 1 .80 17.74 * .012 .79 .95 1 .75 1 .75 1 .67 1 .80 1 . 14 PIPE NO. 2: 150 LF - 18"CP @ .25% OUTLET: 15.94 INLET: 16.32 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 ,00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4.04 1 .63 17.95 * .012 .77 .93 1 .80 1 .80 1 .62 1 .63 1 .01 PIPE NO. 3: 38 LF - 15"CP @ .26% OUTLET: 16.32 INLET: 16.42 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI ******************************************************************************* 3.28 1 .84 18.26 * .012 .74 .94 1 .63 1 .63 1 .62 1 .84 1 . 15 PIPE NO. 4: 44 LF - 12"CP @ .50% OUTLET: 16.42 INLET: 16.64 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 2.67 2.05 18.69 * .012 .71 .81 1 .84 1 .84 1 .84 2.05 1 .07 SPECIFY: R - REVISE, N - NEWJOB , F - FILE. 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L of n�Ef.+'t 3 C 3! ; ' .0 t,i,WO,. iiik ft43, lt+ i : u.q tifil3��($$�t''c `3R h�4 y - , t+f 73 tr, Ai` Illia.4' 1+ # I4i P�:q'xf�r �t :41444, pr1n•4 n { ,44>S a i'€!, 61, m • ';y, r ''n{ t m s 4 c :1,111}7:' ';'.11::''''''''''''''''"Ii.;'''.%''f'.:{! •E t': 16_ n M 4n'r h r r t a� • ;t di3 tI _ • c a••.r I x y e i13:ss•13' 3 t s . ,,f,, f 3 '.'J;,.i t�' , r.;3.+ 01, , ; •13 .'+ 4 ' --k N �" LIND AVENUE SOUTHWEST i4 f `' '" y, CO y ;C" �`E':"ii,6✓ 1t , '`' r' xe vt t :.' t ; rn 9 &s t 'S .«nrew�xm«ra«w.w.....:................ 3 {t, N m " X ,. ,y MAPLE AVE 1 SW N Ni a 11 1 W N ¢O RAINIER AVENUE m new ggll.IIIIIIIIIIIIIIIIIIIIIIII- o N fff ; 0 ' rHsur, QQ0 f j t., 4 t33zh s,r ! si i n r t ;40.0:i�f 3 k.),M 3 p 5v Ps7! f s d r t3f t:t h " I,r ,3 3,AR,41,,41,1 4s) i',if ,r'J ru wr{,3,,,�`3 t �3grA lr,$740, ' N - °�NI i7, II,IV 11,r 4�M bt i J i 1,!6£t; 3 13Yti!tt ,7II If 31)17t V1 !f C�.4f3 3Ef�} 3 ) R]ry}�t0k3'',�If f3 PTV f3l «f if7 ) t� �t6b�4 PAith :1 -3 ! ) • 4 3tl'^•' ' ,�r n ro Zu 1 t r ' m'hI;1:3+ v s•1;yt; ¢ R+t m 70 3 <il 111164r4t:1)-- :4tt '�t,P s 1 J s� ' i'F s ..3 1 Y t 041, e m Z � 3(1 31�d O r i•,•ni r uv t';4r4/AitiP _ o m os N '' " 1 , It P':, 6 _ ZH O $ r-Z riZ v"a'{ fP • Nm"n1 i ?DAD,�t i TALeoT • 9 CD 3�N3nd sIN'd0 2 . CREST N1nOS J f 'I DRIVE SOUTH SHATTUCK AVENUE SOUTH I -`11 = WHITWORTH AVE 1; _r 0 �- , 0 SOUTH = 0-I MORRIS AVENUE SOUTH J in 01 • co o N w O,rn , 4 5 MORRIS AVENUE O r, , m 0 SMITHERS AVENUI S > q m 4 m x WILLIAMS AVENUE S M 'Valli. O 1906 NATIONAL FLOOD INSURANCE PROGRAM NATIONAL FLOOD INSURANCE PROGRAM 3 ill ill ilii- . FIRM - FIRM FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP KING COUNTY, KING COUNTY, WASHINGTON AND ASHINGTON AND INCORPORATED AREAS INCORPORATED AREAS PANEL 979 OF 1725 PANEL 978 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: 7 CONTAINS: COMMUNITY NUMBER PANEL SUFFIX ' COMMUNITY NUMBER PANEL SUFFIX KENT,CRY OF 530080 0978 F KENT,CRY OF 530080 0979 F < RENTON,CITY OF 530088 0978 F tKING COUNTY. TUKWILA.CITY OF 530091 0978 F UNINCORPORATED AREAS 530071 0979 F RENTON,CITY OF 530088 0979 F R 'f'' MAP NUMBER MAP NUMBER 53033C0919 F 53033C0978 F ' MAP REVISED: MAP REVISED: MA.y, MAY 16, 1995 -` 4�G "�AN�'', MAY 16, 1995 IO Federal Emergency Management Agency L �l Emergency Management Agency — oamc n0cx] oevation in reet I • qr to V�{i4y ..t l'i •A• ' l� . •�• le: it 1 y.n` ` ` � r y_ ,� �, I �: 1 hr 1 I ;�Ottt •� i 1II -` —� , . 111 4. ----if lilts, 4104 _ # ate. , 41 r 'I S.t rya h }" ! IP L.:. ,(<- ..-4,,.'. ...„., — •--.. . , , . . ‘,,, %., ‘,..... r. —.:.„,,,.7 ,. • � kb rn i� �.Sr s . r^ J� Ill11 r • *r It* 4ic -., .., ;,-, o'r-dy, ,-.1 . 1 . %, t. .,,.. -• .... \ v...... . .1.7... . •-., ,..,;. •....., ,2,._,.-..:,.....L.,. ,-:'..\,,,,,,t-.1 N\ .,., ,-,..,— - - AR K:. . 1 . ..• -.'s,' it . % ' 3. 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Ili ‘..:,..,:',, > f . �i or . .1 .-.+z , ;- ; 1 i I ► fg i} ill f% - F, ti s .y, . ��ITi1 �t{'.�l�l• ( j k 1:• t o'_ •41116114114 •1. / '�[ j. } ^ y�• /� •+1 �i'. _ taro arres}� ,,,,r.1-• i- ts`� • 3 :�"/„„,,, „.f^.�� I i �, ..may. "C,t, � ' . Vi. • -. ---) �+■ I� �br�1 J ,_, owl._ . : a 'sap s41y. \?1;:,': r a . _1.". MrML 4; '--- - • i ;AV 1( A. ',1,0 I'7 VAINVIIriftlitt•V 4Pot f ia 3. :111114./(11)1-21! 7 illtilatatikOP,, 1 -.• 1115 \Vb.. ! 17, : r\ r \•177/, t�titliliRMW.. t �} _:vJ J - •`IillEt__ ,sty - : _ 7 • •,,, ,4 '- 11 'These coal mines have had additional min- ing since the most recent map was flied with `�J Duwamish the Washington Department of Natural Re- sources. Any development that occurs adjacent to these areas should be preceded reas .,L? -,»,,13 - by a thorough study to confirm or deny the g 14 existence of additional subsurface tunnels. - d 5_,:,o I • ^,};,� ` ' � - ' t.. I L /� v . �jA•• .r.-- i t-• m ,t, :�.: •; •t • '-44-� ,, 'f -tt /ate I' q7 : • JI • •Li± , m u U I,: t •I 111.41 �I�r '• , Q"•, - �,' ;Al, °'. 7 '< a I- '+s,~• m .7.. ..--;I .'•-/7 '•;‘,rut ,,,21,..:' i.____ .0 ,, tiiii a., •1/7� E ;; e, y ._. (,,' {,. • • ... :.,IIF,ijj ... ...•• �� { �' _ : • �I I�/ • - ••rt • • • •' • au.•....��_,.... '•..• ' • - •a •t_ 11" ids.:..: cV I . . t i 1p� •• .. e1— 'oriI 1 p �' _ i $ •N y-. �l?E -°•� tLnt��3F m •m1 a W—WI� C 1 \� i.�Q U • -•r-� •• li - 4�1 V pUp�I m U •. 1, _•r• - . 7--.1� fi 1 I 'a t f�,f � "psi _ . . . • I E4 �a c 7 ' I"�� V _ ( \>�U p Q �' ate•.r II a a E III. /rlti • • � I• v CatII! •,` a -,e;��.. 1.• ►•J - r ,r�ai.•• ▪-.-__• . 1 :? . . m or CV. a II c t 6P j >k • _II ./,'. t .,.. •-••••••••::::• . _. ,,,,.. ,- -------:—. .,./liv--' /17-7. - -,_‘ •,-.4:. .• , •,' • ...1 1. TwiellIM,...0,0 -.1:7144110 ' -:•---------- - g -_ ` r 1:111.' ''''' 4.1/4. -:•4:. :: ...*:"......":.. <C) ail 0 , .. ct- 44' c- fir" IA o 3 LAN • s i P• ‘ ;:::.•NW 11 :1.....71 Jill i, . 114 �, N N 1... ' 7114 CI. t 11111 I ,,, ur J[-. 'A ..pAip 1 1.-01[-; _ l a N „. • •„.,/ ...,,i_ ,. 1.._,_ ,,,,,. , ____) -- r AL\ , ..ni li ""' 1144. ur6 tr. 1 1 1 • ''' 1 ; A _ ` AP"( I �j 4.. it.imil i #� 121 I oCL �nt1rs 1111 T r lz/ II r: ,:. roe , rik 1 ittp (1-* ;-.. •.:0a a~ rl In o \\ o +11.- ill. II Lo „tit ,\ ______,* ,,,-...71:.TW FAA& i .7 hal a • . �.r: inter'UN ON d t�-=z�ir�CIFIC. - -- �7t:�m-iiG�er - AllIfillix: . Pr 30v.y. jill=1,4111E1--6-yryd- -ak ,-.) ?Lc) ..., ,,,- .7..- 7." :,..:\'' 11101F------...... 1 J . N,,. (----N\,.1 ,. .:a'. : • • • D I '� _ IX I Z I ., :•: `� C I d coo aril I�ajg `r�� _,--...---________A� • z it 1 s , � _ • r CVO ___ I NA y ' 1- rE • `� /� 100'Z ; , ~' �� v S + •• _+� .r M In Y GUIDE TO MAPPING UNITS--Continued Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol Re Renton silt loam 26 IIIw-1 75 3w1 Rh Riverwash 27 VIIIw-1 78 --- Sa Salal silt loam 27 IIw-1 74 201 Sh Sammamish silt loam 27 IIw-2 75 3w1 Sk Seattle muck 28 IIw-3 75 --- Sm Shalcar muck 29 IIw-3 75 --- Sn Si silt loam 29 IIw-1 74 201 So Snohomish silt loam 30 IIw-2 75 3w2 Sr Snohomish silt loam, thick surface variant 31 IIw-2 75 3w2 Su Sultan silt loam 31 IIw-1 74 3w1 Tu Tukwila muck 32 IIw-3 75 --- Ur Urban land 33 -- --- Wo Woodinville silt loam 33 IIw-2 75 3w2 1/ The composition of these units is more variable than that of the others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Other information is given in tables as follows: Acreage and extent, table 1, page 9. Town and country planning, table 4, page 57. Engineering uses of the soils, tables 2 and 3, Recreational uses, table S, page 64. pages 36 through 55. Estimated yields, table 7, page 79. Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol AgB Alderwood gravelly sandy loam, 0 to 6 percent slopes 10 IVe-2 76 3d2 AgC Alderwood gravelly sandy loam, 6 to 15 percent slopes 8 IVe-2 76 3d1 AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes 10 VIe-2 78 3d1 AkF Alderwood and Kitsap soils, very steep 10 VIIe-1 78 2d1 AmB Arents, Alderwood material, 0 to 6 percent slopes 1/ 10 IVe-2 76 3d2 AmC Arents, Alderwood material, 6 to 15 percent slopes 1/ 10 IVe-2 76 3d2 An Arents, Everett material 1/ 11 IVs-1 77 3f3 BeC Beausite gravelly sandy loam, 6 to 15 percent slopes 11 IVe-2 76 3d2 BeD Beausite gravelly sandy loam, 15 to 30 percent slopes 12 VIe-2 78 3d1 BeF Beausite gravelly sandy loam, 40 to 75 percent slopes 12 VIIe-1 78 3d1 Bh Bellingham silt loam 12 IIIw-2 76 3w2 Br Briscot silt loam 13 IIw-2 75 3w1 Bu Buckley silt loam 13 IIIw-2 76 4w1 Cb Coastal beaches 14 VIIIw-1 78 --- Ea Earlmont silt loam 14 IIw-2 75 3w2 Ed Edgewick fine sandy loam 15 IIIw-1 75 2o1 EvB Everett gravelly sandy loam, 0 to 5 percent slopes 15 IVs-1 77 3f3 EvC Everett gravelly sandy loam, 5 to 15 percent slopes 16 VIs-1 78 3f3 ; EvD Everett gravelly sandy loam, 15 to 30 percent slopes 16 VIe-1 77 3f2 EwC Everett-Alderwood gravelly sandy loans, 6 to 15 percent slopes 16 VIs-1 78 3f3 C InA Indianola loamy fine sand, 0 to 4 percent slopes 17 IVs-2 77 4s3 4 InC Indianola loamy fine sand, 4 to 15 percent slopes 16 IVs-2 77 4s3 InD Indianola loamy fine sand, 15 to 30 percent slopes 17 VIe-1 76 4s2 KpB Kitsap silt loam, 2 to 8 percent slopes 17 IIIe-1 75 2d2 i KpC Kitsap silt loam, 8 to 15 percent slopes 18 IVe-1 76 2d2 KpD Kitsap silt loam, 15 to 30 percent slopes 18 VIe-2 78 2d1 KsC Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIs-1 78 3f1 4 Ma Mixed alluvial land 18 VIw-2 78 2o1 NeC Neilton very gravelly loamy sand, 2 to 15 percent slopes 19 VIs-1 78 3f3 Ng Newberg silt loam -- 19 IIw-1 74 201 •, Nk Nooksack silt loam 20 IIw-1 74 201 1I No Norma sandy loam 20 IIIw-3 76 3w2 1 Or Orcas peat 21 VIIIw-1 78 Os Oridia silt loam 21 IIw-2 75 3w1 OvC Ovall gravelly loam, 0 to 15 percent slopes 22 IVe-2 76 3d1 OvD Ovall gravelly loam, 15 to 25 percent slopes 23 - VIe-2 78 3d1 OvF Ovall gravelly loam, 40 to 75 percent slopes 23 VIIe-1 78 3d1 I Pc Pilchuck loamy fine sand 23 VIw-1 78 2s1 Pk Pilchuck fine sandy loam 23 IVw-1 76 2s1 Pu Puget silty clay loam 24 IIIw-2 76 3w2 Py Puyallup fine sandy loam 24 IIw-1 74 201 RaC Ragnar fine sandy loam, 6 to 15 percent slopes 25 IVe-3 77 4s1 RaD Ragnar fine sandy loam, 15 to 25 percent slopes 26 VIe-2 78 4s1 RdC Ragnar-Indianola association, sloping: 1/ 26 -- --- Ragnar soil IVe-3 77 4s1 Indianola soil -- IVs-2 77 4s3 RdE Ragnar-Indianola association, moderately steep: 1/ 26 -- --- Ragnar soil -- VIe-2 78 4s1 Indianola soil -- VIe-1 77 4s2 it U. S. GOVERNMENT PRINTING OFFICE.1973 0-468-2r Jul -09-98 03 : 30P Theresa R. Henson (206) 756-0370 P . 26 Data Point: i Zof 23 SOILS _ ._�__. Map Unit Namc: ] iA c:Se : 14- (-)(i a 'Ctun'1 Drainage Class: J Field Observations Taxonomy (Subgroup); Confirm Mapped Type? Yes No Profile Description; Depth Matrix Color Mottle Colors Mottle Texture. Concretions, (inCIt S) (,t lsaMoist) lMunsell Moist) Attndance/Contrnst RhizosphCrCS. CLc. 0_11g 5 V L// i .- frh-Lod15 ,50.1-tc 10,0i I lydric Soil Indicators: • Histosol _ Concretions u Histic Epipcdon _ High Organic Content in Surface Layer _ Sulfidic Odor — Organic Streaking Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National H)'dric Soils List .X Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks: ?n4..I i- ✓ti'ti Y.P (_(. L.,..)/ a / S ; / . • ' A . cctT�c <J�S GL S 1, l ` t p o� `�1\9 . (0�2 `v WETLAND DETERMINATION '�'�� 1 tydrophytic Vegetation Present? Yes ` :r Hydric Soils Present? • Is this Data Point Within a Wetland? Yes CID, Wetland Hydrology Present? Yes •o _ Remarks: 2-97/DATAr•RI t'TRUt tdI Jul -09-98 03 : 30P Theresa R. Henson (206) 756-0370 P . 27 • Data Point: )3 of �3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L,►t J 4 S t.3 S 5t.&1 1 Y SI S Date: _2-21- 9' Applicant/Owner: &QN A rah . City: Nel '-hn✓i Investigator: 're 14 . Job ii It- 1006 —V Z County: k i'vt 5 State: WA Have vegetation, sods, or hydrology been disturbed" Yes ` No Is the area a potential Problem Area: Yes No (If needed, explain on reverse) . VEGETATION ,n Dorm nt_P ant cics Stratum "!a Ceder Indicator Dominant Plant Species 'tr ltusu "/o Cover Indicator 1, re c4,4c,i pa4.ms._t N p . FAeLk_ I. -- 2. __ 2, -- -- 3. 3. 4. 4. —_ 5. 5. �. __._ G 6. 7. 7. 8. .- S, . - Percent of Dominant Species that are OBL, FACW or FAC(except FAC-). '-Dominant species. 1 ,W Cowardin Classification: - —,,,,_ Remarks: O p e . � D`70 }HYDROLOGY — , .X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream.Lake,or Tide Gage Aerial Photograph x Inundated —Other T Saturated in Upper 12 Inches No Recorded Data Available Water Marks .� Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: 2 (in.) 12 Inches Depth to Free Water in Pit: (in.) _ Water-Stained Leaves Depth to Saturated Soil: A (in.) Local Soil Survey Data Other(Explain in Remarks) I Remarks: yt) x 3 O ei LP s.s ,'vtic,_) ka- V)/ -><,'t( ✓ut..`ls. -. ... .- . Jul -09-98 03 : 31P Theresa R . Henson (206) 756-0370 P _ 28 Data Point! 13_of_23 SOILS — ._ . Map Unit Name: Ck.A.4 Q."\- 5; l}.'{ C_[o i 1 oc�VY\ Drainage Class: �J Field Observations Taxonomy(Subgroup): Confirm Mapped Type'? Ycs ar Profile DescripJ ion: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) Ivi Abundance/Contrast $luzospheres, etc 5 y `f/ I Yw,n.� n>M 1.t‘ti s«v,ay 1e),`rv1 vdric Soil Indicators: Ass K r ,A.„,,, c'c- t(l) if U Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aduic Moisture Regime Listed on Local Hydric Soils List _ Reducing Conditions Listed on National Hydric Soils List Gleyed or I.ow- _ Chroma ors Col _ Other(Explain in Remarks) Remarks: be IU,..) b " 44, AeriSeLAD d .D r1L -- 11 e-\�`L r �c �k <1 S �Ga<l ,�. t!� a WETLAND DETERMINATION _ , fiydrophytic Vegetation Present? Yes t) f-(vdric Soils Present? Yes CO Is this Data Point Within a Wetland? Yes 6o Wetland Hydrology Present? (Y ) No Remarks: O.t�e<i 0.1 c(C it s e roil 2.97.VATA_1 RIAJTR1I•t t1 Jul -09-98 03 : 31P Theresa R . Henson (206) 756-0370 P . 29 Data Point. I y of'2 3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L,kcl /1 4) $() 4 SL) I Y-Fh Si, Date: 2 -Z( - 9 7 Applicant/Owner: LPN A r . City: /2e rcM✓1 Investi Bator: 'TA N Job ; N - I OO 6- o�, County: k i State: k'4 Have vegetation, soils, or hydrology been disturbed: No Is the area a potential Problem Area: • No (If needed e .lain on reverse. _ VEGETATION Dominant Plant Species Stratum %CQier Indicator Dominant Plant Species Stratum %cv er Indicator i. F�9v.1v� Tr1kc, IS IO F4C 1. —,T —.. - 2, Fes�ucc. ?rrAtrtSt S N l rl4'LLL 2. �.-- 3. Pn.tstrtYo.ct11,Lk_Q scc-)S11 5 IYA C— 3. - 4 4, 5. _ 5. 6, 6, 7. _ 7. 8. 8. Percent of Dominant Species that are OBL, FACW or FAC(except FAC-). *-Dominant species._ 3 3 Cowardin Classification: Remarks: C ti l e s - g rzt,are 1 0,ae r 17O :2c, Q-r et_ HYDROLOGY .- ti( Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream,i,ski, or Tide Gage j.Aerial Photograph jC Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: — Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) l2 Inches Depth to Frcc Water in Pit: (in) Water-Stained Leaves Depth to Saturated Soil: b- 3 (in.) Local Soil Survey Data Other(Explain in Remarks) // Remarks: U 0 x 2U a e- l� l — y a 47 t ua_5_c r end <1 0A- c b 12 cken se. Gc)Yf 1ctlecl so,./5 Jul -09-98 03 : 31P Theresa R . Henson (206) 756-0370 P . 30 Data Point: /y of Z 3 SOILS Map Unit Name: � Q o- S'\ 1 C 4 /od.i!'✓i Drainage Class: .J Field Observations Taxonomy(Subgroup)' Confirm Mapped Type? Yes 40 Profile Dcscripljon: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mwtsel1 Mcistl (Munson Moist) Abundance/Contrast Rhizosphcres,etc 5 0 , I _S e vt Se a v_ e J s a, a ri Coo b le I � J-Q_ p �t c� 2r u NL�_S. Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sultidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chrora Colors Other(Explain in Remarks) Remarks' (Q r't e Co O u vt_ 'A-' na so 1s , oi,. iunc) eA5e o cc) Cetz°4-- ,fa 4 .3 " v4. So 1' f 5&q-t..rrt ci V-1e4 so• s '!I,o c-.(e n S @ Ye c! ,� , WETLAND DETERMINATION Iiydrophytic Vegetation Present? Yes o Hydric Soils Present'? Yes COI Is this Data Point Within a Wetland'? Yes No Wetland Hydrology Present'? j".Cs No _ Remarks: peeidP4 C 0 v-.1 h 1Q 3-97/DA'1'.4 iRM/IRI Hit Jul -09-98 03 : 32P Theresa R. Henson (206) 756-0370 P _ 31 Data Point: (5 of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L,./.1,1 A J e S w .L SW 19 51- Date: 2 -2)-7 7 Applicant/Owner: LPN A-r i., City: _Re n1-e vt Investigator: TR_t4 Jo M -t°o6-0 County: tc;ng State: _ t4.M Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: Yes No (If needed, explain on reverse.) _ VEGETATION - _ _-- -. Dominant P1anLSoecies 5ISa.Lttm %Covet Indicator Dominant Plant Species Stratum %,toyer Indicator I. Fe c: .r o. ? Ens 4 PI 6 0 ram.L& 1. 2.�; fo1s.v,M rccens '_O r14LLt` 2. 3. rp '1�5 s.?, /-I in ri/S .-FAc4. 3. _I 7. Percent of Dominant Species that are 0131., FACW or FAC(except FAC-). *-Dominant species. .: „. Cowardin Classification: __ a ,. Remarks HYDROLOGY )� Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _ Stream,Lake,or Tide Gage „i Aerial Photograph inundated _Other 7. Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: 0 (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves — Depth to Saturated Soil: Q— 10/r (in.) Local Soil Survey Data Other(Explain in Remarks) f/ .' rJ ;A a_ StJc.-t, , ,:-1 v( of e,^Q t.'�, I Remarks: So 5 Sc...'r--k.-k ra 'le cc C�17J:�+�t D —1 (U , A. S c? , (S "71r c1 P er cc_ 1 S. 1, e /e)t-) 1 0 ' 1, au--�., pier c.t�1 0 v2 ca.e ri 5 e S'ut. b s /I �(7 1-u r etk.c1 fr s 1 t2 on_ 7 - 2 .- y 5 _co 1 I S --t/ry,v-t 1 -f d I 0 Jul -09-98 03 : 32P Theresa R. Henson (206) 756-0370 P . 32 Data Point I S of 23 SOILS - Map Unit Name: 4"A c ; I�� t �J t l�`I l Oct." -i Drainage Class; Field Observations —' Taxonomy(Subgroup): Confirm Mapped Type? Yeas 'o Profile Descrint o, Depth Matrix Color Motile Colors Mottle Texture,Concretions, (inches) (MunsellMoist) (Munson Moist) Abundance/Contrast Rhirosoticl .etc. d_I0 5 y Li/ 1 -- <«n k l 0Q-xv\ Hydric Soil Indicators: _ I-listosol W Concretions Histic Epipedon _ High Organic Content in Surface Layer _ Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chrotna Colors _ Other(Explain in Remarks) Remarks: ,b e !DLL) 10 n J e Y fill So, Is ft,Q10 etc r r",s$- rofafect; IA.i -ct t jy L c k.c3e.rt34.; cS WETLAND DETERMINATION • Hydrophytic Vegetation Present? Yes 657 Hydric Soils Present? s e Is this Data Point Within a Wetland? Yes co Wetland Hydrology Present? - No Remarks: PN r'c .3 2c/ do.us . 7-97/DATA r R.RiwrRl t4th Jul -09-98 03 : 32P Theresa R . Henson (206) 756-0370 P . 33 Data Point. I L of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L;v1.11 /1 J e S W 4 5[.-t 1474 Si- , Date: 2-Z I-5'7 Applicant/Owner: L.PM A r &Vt_ City: ee r f-0,n. Investigator: T .l4 job II; H -100 6 -0 2 County: 'A't5, State: WA Have vegetation, soils, or hydrology been disturbed: - No Is the area a potential Problem Area; No (If needed, explain on reverse,) VEGETATION - Domjxat Plant Species Stratum 1e Cover Indio( Dominaji Plant Species Stratum %Cover Indicator 1,Poi)tt1t-1,S T.r.1s00, 5t ?U 11.< I. - - 2. Fe.cl-Kc« pc.43c1S:S 14 �' O 1t( A 2. 3, C1-i,(_,_Ls c par;.. k I D !_T' 3. 4, roS4-i S 5?, H _ l O 171Cck-Fl4c 4, 5. Tr�-fo\,.km r4ee,ts H -5 . Fi3 C t... 5, 6, - 6. 7 .. 7, - 8 S. Percent of Dominant Species that arc OBL, �� FACW or FAC(except FAC-), *. -Dominan sp t ecies. Cowardin Classification: .. - Remarks; HYDROLOGYmidi _. Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream,Lake, or Tide Gage - _X Aerial Photograph — Inundated _Other x Saturated in Upper 12 Inches No Recorded Data Available Water Marks -" Water Lines _ Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands OxidiLed Root Channels in Upper Depth of Surface Water: i V,,_ (in.) 12 Inches Depth to Free Water in hit: ' (in.) Water-Stained Leaves Depth to Saturated Soil: ed-5 . c ..(in.) Local Soil Survey Data D:5 " Other(Explain in Remarks) Remarks: -1-') e 5 Sci_ r,- -tad+- - toC lO,J S. nz-i ccL� . .AenSer Sc), 1 Jul -09-98 03 : 33P Theresa R. Henson (206) 756-0370 P . 34 Data Point: 14of 23 SOILS Map Unit Name: C ` u C f IUc`tee Drainage Class: Field Observations ,� Taxonomy(Subgroup): Confirm Mapped Type? Yes Profile 12e criplion: Depth Matrix Color Mottle Colors Mottle Texture, Concretions. finites). (Munsc1LMoist) jMunsell Moist) Abundance/Contrast i hizosoheres.ctc. D—B s`t Li) 5 , H. /v«.wt Hydric Soil Indicators: fJ .L . Q. r Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List • Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remark$: So H 1, e q i It s e e n s 5 " WETLAND DETERMiNATLON Nook I iydrophytic Vegetation Present? Yes ere.) • Hydric Soils Present? Yes •o Is this Data Point Within a Wetland? Yes Wetland Hvdrolo Present? Y s Remarks: it.o . 10 ,, wo.J(f 't - - 29./4.,3 J 2A7/DA'rA.h'1 WTRH.uh Jul -09-98 03 : 33P Theresa R. Henson (206) 756-0370 P . 35 Data Point: (7 of DATA FORM ROUTINE WETLAND DETERMINATION Project/Site; �iy±r� AJe S 4 sec) 19 1 S+. Date: 2-21-97 Applicant/Owner. I.?N r c( City: 2c rite r► Investigator: YRli Job #: )} -100 6 -o2, County: k l n5 State: W Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: Ye No (If needed, explain on reverse.) _ VEGETATION Dominant Plant Species Stratum %Cover Indic31Qt Dominant Plant Species Striatum %Cover Indicator I. resJ�c�u �r��rr�t,c H 26 1C14Lf,1 2,a" c► �,� to Y�]Q.—.�+ _� � ► c Lk 2. 3. �}L cos s cp. t+ _ Frku-P ak, 3, 4. C.yl i5as sccp-, ;uS N 2..( til?- 4. 5. 5. 6. . — 6. --- 7. 7. 8. 8. Percent of Dominant Species that are OI31., v� FACW or FAC(except FAC-). s-Dominant species. -5 /ram Cowardin Classification: Remarks; HYDROLOGY Recorded Data(Describe in Remarks): Wetland Hydrology Indicators k_f c)Iti,� Stream, Lake,or Tide Gage - ._X Aerial Photograph Inundated _Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Ficld Observations: 1 d -- Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: \ (in.) Water-Stained Leaves Depth to Saturated Soil: (in,) Local Soil Survey Data Other(Explain in Remarks) Remarks: Jul -09-98 03 : 33P Theresa R. Henson (206) 756-0370 P . 36 Data Point /7 of'2._3 soils Map Unit Name: _ t.c3P 1" I )4- /ou t"r Drainage Class: J J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inchesl SMunscll Moist) (Munscll.Moist) Abundance/Contrast Rhizosphcres etc. 6— s 5•t y/1 - ,� c<«.y LL)/9`-i o 5 Hydric Soil Indicators' _ Histosol Concretions Histic Epipedon _ High Organic Content in Surface Layer Sulfidic Odor _ Organic Streaking Probable Aquic Moisture Rome _ Listed on Local Hydric Soils List • Reducing Conditions _ Listed on National Hydric Soils List GleS cd or Low-Chrorna Colors Other(Explain in Remarks) Remarks: Pst 10 ce -C-; l s 4 f7 ct 54- b IA; 1c\ ✓I o1 p ry p R.emrt�n'1- 5a; 1 cal° rs , WETLAND DETERMINATION I lydrophytic Vegetation Present? Y-s dA Hydric Soils Presc:nt'? or !� Is this Data Point Within a Wetland? Yes gap Wetland Hydrology Present? Yes `■ Remarks: /4t,"t rc.&vt Y- Cold �s.0( j ). 2-97/DnTAlitMaRli-tit► Jul -09-98 03 : 33P Theresa R . Henson (206) 756-0370 P _ 37 Data Point: )8 of 1.3 __ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L I n A A us 5 W ;;.S W I R14' g it Date: 2 -LI-4, Applicant/Owner: LPN Arc. , City: It a n`I-n n Investigator: _ 7 tl J0 l°0 6- o County. k i n i _ - �` State: W A Have vegetation, soils, or hydrology been disturb-s No Is the area a potential Problem Area: - No i f needed explain on reverse.) VEGETATION - - - -- — Dominant Elam Species Stratum %Cover Idicater Anan 'last Spcciea 'tratunl `YQ Cover b_sjicator 1. Prc 4-i.,c c t`-c ra i G 1-I 70 F(+L L-vl I. - 2. 4yic4;s S d '_.D PFcu-Ptu ) 2. 3. - 3. 4. 4, 5, - - 5. 6. 6. _ 7. _ - _ 7. _ __._._- Percent of Dominant Species that are OBI., FACW or FAC(except FAC-). s-Dominant species. 5 67 7 Cowardin Classification: - - Remarks: HYDROLOGY - .- - Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Iv O truZ._ _Stream,lake,or Tide Gage ,y,_Aerial Photograph - Ied _Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines r 1/� Sediment Deposits Field Observations: /A" 0 Y` __ Drainage Patterns in Wetlands - Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: (in,) Local Soil Survey Data Other(Explain in Remarks) Renutrks: - ..----. j++•,. Jul -09-98 03 : 34P Theresa R. Henson (206) 756-0370 P . 38 Data Point: I e of 2.3 SOILS Map Unit Name: LA. � - k.k..k.ryiDrainage Class: Field Observations Taxonomy(Subgroup): _ Confirm Mapped Type? Yes �o Profile ucscrlution; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (incites) jMunscll Moist) (Munsell Moist) AbtipdanceIContrist Rhizosphe[es.etc, y c .1 Ilydric Soil indicators: Histosol ,^ Concretions _ Histic Epipedon _ High Organic Content in Surface Layer Sulfidic Odor , Organic Streaking _ Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List Glcyed or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: rv1 yi 1- S u o Io c c ( 4 ' 1 /Lizet-2.r";c heloL 6 " Sods dense Ve 41 WETLAND DETERMINATION =- a Hvdrophytic Vegetation Present' Yes _ Hydric Soils Present? Yes „far is this Data Point Within a Wetland'? Yes -V7 Wetland Hydrology Present? Yes •crm Remarks; F8lyt ✓6- c a jo N , 2-97/DATA r WMt/TRH Jul -09-98 03 : 34P Theresa R. Henson (206) 756-0370 P . 39 Data Point: 17 of .13 _ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L,.,t A A Lit So t S w i )'4' Sf. Date: 2 -2 I-4 2 Applicant/Owner: Is f 1,J Arc-k City: J en`he ' Investigator: TR._AA job#: 14 -i 04 -0 2 County: k:n 5 State: W A Have vegetation, soils, or hydrology been disturbed: Yes No is the area a potential Problem Area: Yes No (If needed,explain on reverse.) -VEGETATION }, _ - Dominant Plant Species Stratum %Comer Indicator Dominant Plant Species Stratum %.Cover Indicator 1. ,. tk_crt_ ?ra' 19,5__l3 sp Ctl 1. 2. \\o?ec.,4-ruc sp N 30 e) 3f_ 2. 3. 3. —.._- 4. 4. _...„.-- 5, - 5. 6. _ 6. 7. 7. 8. 8. Percent of Dominant Species that are U13L. FACW or FAC(except MC-). *-Dominant species. 5 77o Cowardin Classification' Remarks: HYDROLOGY jC Recorded Data(Describe in Remarks); Wetland Hydrology Indicators _Stream.Lake,or Tide Gage . - - . 1 Aerial Photograph . L Inundated _Other _ Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks Water Lines Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands 1/ _ Oxidized Root Channels in Upper Depth of Surface Water; 3 -y (in.) l 2 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves - Depth to Saturated Soil: (in.) _ Local Soii Survey Data _ Other(Explain in Remarks) Remarks: FO ri e cl t4) -0 r d i1 �c 1.l-e. e s o, i I�Q. k-c rr�ol j S t`-c o ,1. 3 --')-9 7 (Arn°�t r- ,^- I` ci e 'e (�. Jul -09-98 03 : 34P Theresa R. Henson (206) 756-0370 P _ 40 Data Point: I7 of'L� .- SOILS ^^ Map Unit Name: 7"\i 5 1I k4 C.ir&cj locLt1'1 Drainage Class: J J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes No profile Description; Depth Matrix Color Mottle Colors Motile Texture, Concretions, (inches) (Munscll Moist) (M9usell Moist) Abundancc/Contrast Rtiizospheres.etc. 0- ID 5 y yJ.l 5 ; I lc)«net w6 I'LLL I Hydric Soil Indicators: _ Histosol _ Concretions llistic Epipedon _ High Organic Content in Surface Layer _ Sulfidic Odor _ Organic Streaking _ Probable Agaic Moisture Regime _ Listed on Local IIydric Soils List _ Reducing Conditions Listed on National Hydric Soils List Glcycd or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: $ ) c `� c(e il•SQ d lj e la v..) I ; o I V•r5 WETLAND DETERMINATION Hs•drophytic Vegetation Present? Yes ®) Hydric Soils Present? • Is this Data Point Within a Wetland? Yes No) Wetland Hydrology Present? ceirr0 No _ r Remarks: '�`�Qlt`�f c.L( 2'� `j etllt ct , 5 AA_ //ow d e S i D yl p,+er to a f� �: N 1 S , �'e rc k46( wu r-- e A /' I l S v IS . 5 \ Co )U (I.li r f Yt c� C �«� \I U c C, cn r v-E vi4 c i S�{ c o y1 c. Oke vit rtv ri' c o l o,r f. 2-97/DAT,tFRM/PR.I l4rif Jul -09-98 03 : 35P Theresa R. Henson (206) 756-0370 P . 41 Data Point: 24 of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: C n d A t!e S w 4 Su) 191' S't• Date: 2- Q)�4 7 It Prod 12c �-o Applicant/Owrzter: LPN 14 s_ •.. City: _—� Investigator: _T,e H Job#: H ` 1,06 4 -02 _ County: It I.vt5. State: wA Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: e No (If needed, explain on reverse.) VEGETATION ..� - T_.- - - - Dominant Plant SpecicS ,Stratum %Covet Indicator Dominant Plant S Cics stratum `lo Covet Indicator 1. Fe s a,.a.co.. t :« es.! t-1- i o /=,4(,u 1. - _ 2. cgrasl: S sc, l� lu,-PA-(k) 2, 3, Du CA)t'S 5♦a+te r«`k -41 ID I /. c t.L 3. 4. nt,ah 4.i �u:�S --- )D 4. .. 5. 5. 6. 6. 7. 7. - . 8. 8. -. Percent of Dominant Species that are OBL, y FACW or FAC(except FAC-Lf-Dominant species. ,2 -- . Cowardin Classification: • y.., -, Remarks: HYDROLOGY - - - Y. Recorded Data(Describe in Remarks): Wetland Hydrology Indicators 00 _Stream, Lake,or Tide Gage . - . . 4.Aerial Photograph Inundated _ Other Saturated in Upper 12 inches No Recorded Data Available Water Marks — Water Lines Sediment Deposits Field Observations: /\-)U vtk Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Watcr: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: Jul -09-98 03 : 35P Theresa R. Henson (206) 756-0370 P . 42 Data Point: Zo of 23 - SOUS Map Unit Name P+�r,�� i.l�+i C•tG .4 1Oc�w1 Drainage Class: J J J Field Observations Taxonomy(Subgroup): Confirm Mapped'Type? Ycs 41110 - ale DesUWtion: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (jnchcsl (Mansell Moist) (Mut3S.Cll Moistl A ncc/Contrast Ithizosplteres,etc, 0-17 51 3) 1 r o-P___ ` jelly s ql-A l loam Hydric Soil Indicators: N o AIL evpe crick —'- lU Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List -- Reducing Conditions Listed on National Hydric Soils List • Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) Rcrttarks: ;O ; 1 S 4 A e r l S e_ 19 d k !O'er 1 v L►) 6 (i WETLAND DETERMINATION Hydrophytic Vegetation Present? Ycs Hydric Soils Present? Yes 657 Is this Data Point Within a Wetland? Ycs Wetland Hydrology Present? Ycs ._[ , __ • Remarks; 2-97/DATA FKIWTRH-trti Jul -09-98 03 : 35P Theresa R. Henson (206) 756-0370 P . 43 Data Point: ?j of 2.3 DATA FORM ROUTINE WETLAND DETERMINATION • Project/Site: L I n a A�e S I S w I ei tk S}. _ Date: 2 Z 1M 9 7 Applicant/Owner: LP i4rc_ , City: n'k rI Investigator: TieI Job #: N -I oo -0'1. County: k,rt State: WA Have vegetation, soils, or hydrology been disturbed: we-) No Is the area a potential Problem Area: No (If needed, explain on reverso.) VEGETATION Dominant Plant Species Stratum %CQyt Indicator Dominant Plant Species Stratttttl °lst.S;,s�i3:4 IpAlkat4r 1. tc��-.-5 z�, 3b f1Ctt-Et'{kl 1. 2, t`�4 �n (�rZ�lc�s,s 3Q F t (.4. 2. 3. (T-o rL Fe r n S 3, 4, Itu�S S — •Z.o A)i 4, 5. 5. 6. 6, 7, 7. 8. ---- — 8. Percent of Dominant Species that are OI:-31,, FACW or FAC(except FAC-). *-Dominant species. 2.5`17 _ _ Cowardin Classification: _ , Remarks; HYDROLOGY Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream,Lake, or Tide Gage - ,(Aerial Photograph Inundated Other Saturated in Upper 12 Inches _ No Recorded Data Available Water Marks Water Lines Sediment Deposits Feld Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in,) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: /)- Cp (in.) Local Soil Survey Data Other(Explain in Remarks) - Remarks: 5 u.y �'v E� el-- 6 �e. r (iv ; ; o vi 3 — 9 sue, sck Jul -09-98 03 : 36P Theresa R. Henson (206) 756-0370 P . 44 Data Point 2J of .Z3 SOILS Map Unit Name: Pu`t�'`7. S 1 )1�y c.Lc f oQ or? Drainage Class: J .J Field Observations Taxonomy(Subgroup): _ Confirm Mapped Type? Ycs.- No ProfilcDescription; Depth Matrix Color Mottle Colors Mottle Texture, Concretions. (Aches) Wtunscll Moist) (MtutscUrtoist) ndance/contrast iZos2hcres,_cic, U• , L� _ •f--� c� ��l�l� s ctj ir�crn� Hydric Soil Indicators: vtO►ze C e c4K-c( (A- (Lti ,, Histosol _;_ Concretions Histic hpipedon High Organic Content in Surface Layer SulCidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors T Other(Explain in Remarks) Remarks: 5 c-, I S A WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes N. Hydric Soils Present? Yes ap Is this Data Point Within a Wetland? Yes o Wetland Hy-drolo'V Present? es s 7 _ Remarks: o r- - i8-z',r z-97.1)ATAFRIAI xti4hi Jul -09-98 03 : 36P Theresa R. Henson (206) 756-0370 P . 45 Data Point: 2 tot- 2 3 DATA FORM ROUTINE WETLAND DETERMINATION • Project/Site: L il a A d e S U•1 4 S tCIlk c f Date: 2 -7-1-4 7 Applicant/Owner; Le nJ A-r'q L , City: Re R iO n Investigator: TRH JQb j: _ti— 1 OO6—c.. County: k i vt State: tJ A Have vegetation, soils, or hydrology been disturbed: ' No Is the area a potential Problem Area: - No (Tf needed, explain on reverse.) VEGETATION Dominant PlInLapecits Stratum %Covet Judicator Dominant Pit Species Stratum %cvj t,i indicator 1. Piulus +r l c kO. �� Ptl G 1. 2. Fe ) 3-D DC 2. 3.A„4411,5 glu r+uce . H E A c tti 3. 4. Aittes-f,c 4 1 IL) P19eu-t) L) 4. 5 5, 6, 6. 7. 7. 8. 8._,� Percent of Dominant Species that are 0131.., FACW or FAC(except FAC-). '"-Dominant species. Cowardin Classification; • Remarks: HYDROLOGY X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream, Lake,or Tide Gage _ _X Aerial Photograph _ Inundated _Other . Saturated in Upper 12 Inches No Recorded Data Available _ Water Marks Water Lines Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) _ Water-Stained Leaves Depth to Saturated Soil: a `.2 (in.) _ Local Soil Survey Data Other(Explain in Remarks) Remarks; 6e lo•., 2 kt.o 11- Sc_`I-u roSe eJ Re.` r► t1 s,'k on 3 - - o s-A 5‹ ) IS Ju1 -09-98 03: 36P Theresa R. Henson (206) 756-0370 P . 46 • Data Point: 22,of 13 SOILS Map Unit Name: ,E6t,(0 S. 14- L'c� /a cl re\ Drainage Class: - J Field Observations Taxonomy(Subgroup): _ Confirm Mapped Type? Yes 'o profile ma:rip s:a. Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) IMunsell Moist) Mun 4l2 Abujtdance/Contlast Rltizo phcres,etc. O—Y c\ I/ ) (Ix t^._- — �Y�a the l is S ck_n e\ Hydric Soil Indicators; _ Histosol _ Concretions Histic Epipedon ,_ High Organic Content in Surface Layer _ Sulfidic Odor ,_ Organic Streaking _ Probable Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) R e maan0 `` ; i\ �� Remarks: e low 4 So, S � c e n S e- �e0 d Cs; WETLAND DE'l'ERMINATION �- Hydrophytic Vegetation Present? Yes age Hydric Soils Present? Ycs 6i0 Is this Data Point Within a Wetland? Yes, o Wetland t hydrology Present? Yes p - - Remarks; P e Wt t r!'- 2-97:1)ATAFutTRtt-tzh t j 'V vyC] d I O [ Y THE COMMERCE BANK OF WASHINGTON, N.A. 601 UNION STREET, SUITE 3600 } SEATTLE WA 98101 (206)292-3900 G DEED OF TRUST 1ST AM-3 35,438 i ` Reference B (if applicable). Additional on page Grantor(s): ' 1. SW 19TH LIND L.LC. Grantee(s),Assignee/Benefic:ary• THE COMMERCE BANK OF WASHINGTON, V A.. 3eneficiary FIRST AMERICAN TITLE INSURNACE CC:1PAN" Trustee 47) `! Le al Description: LOTS 4 & 5 SW 19TH LIND SP _ -9 032-SHPL O R .J9707099006 ESt:1T 9707090557 Additional on page 2 C! �r o 3343' 32 r- �! Assessor's Tax Farcel ID#: 334040-3330-CO & »0-0-.,_25.07 i. :v THIS DEED OF TRUST IS DATED JULY 18, 1997, among SW 19TH LIND LLC., A WASHINGTON LIMITED LIABILITY, whose mailing address is 1109 FIRST AVENUE, SUITE 500, SEATTLE, WA 98101 (referred to below as "Grantor); THE COMMERCE BANK OF WASHINGTON, N.A. Lrvhose mailing address is 601 UNION STREET, SUITE 3600, SEATTLE, WA 98101 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and FIRST AMERICAN TITLE INSURplICE COMPANY, whose mailing address is 2101 FOURTH AVENUE, SUITE 800, SEATTLE, WA 98121 (referred to below as "Trustee"). rip ________T__, ED 31; EtT-VET`A_ 71 07-18-1997 DEED OF TRUST Page 2 Loan No (Continued) CONVEYANCE AND GRANT. For ....able consideration.Grantor conveys to Trustee In'•uel with power of sale.right of entry and possession and for the benefit of Lender as Beneficiary. .rI of Grantor s ngrt. :it:e and interest n and :0 ^e following described real o'Ocem/. tcgetrer with 34 easing sr sucsecuen:t erected Or arlixed ouild.ngs mprcvemeri3 ar futures:ail easements. •.gr:S of way 2r0 aocunenanCes all water wa•er'.grits and ditch rlgnts .including stock n ut.l,I.es with dden or irrigation aghtsl. aro ad otrer •grits. 'oyaihes. 3n0 °roars 'e aany to the real property. •ncludrng w'thcut 'imrtat'Tn a I minerals. Oil. gas geetrermal and omit matters.located in KING County, State of Washington (the "Real Property"): PARCEL A: LOTS 4 AND 5 OF S.W. 19TH LINO SHORT PLAT NO. LUA-97-032-SHPL, RECORDED UNDER RECORDING NO. 9707099006, RECORDS. OF KING COUNTY, WASHINGTON. PARCEL B: EASEMENT RIGHTS GRANTED PURSUANT TO THAT CERTAIN DECLARATION OF EASEMENT GRANTED BY THE AUSTIN COMPANY, RECORDED UNDER RECORDING NO.9707090557. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. The Real Property or Its address Is commonly known as SW 19TH STREET & LIND AVENUE SW, RENTON, WA 98101. The Real Property tax identification^urroer a 334040-3330-00 S 334040.3325.07 Grantor hereby assigns as security to_encer ail of Grantor s'ignt ::'e.and nlerest in and to all leases Rents.and profits:'YO Praoe'ty This assignment s•ecordeC n accC 'Ce with RCN'5:2 n Te lien cre2'ed 0'/this assignment is nte'Oet de spec..: n r. Of tr.s Ceed of st. _ender grants to Grantor a:icense to co'lec: Rem; 'c.cer'ected and:rca:e upon:he•ecc•c. q and prof.,.wn�n license'ray be•e..cve3 it_encer s_O;.on 3rd Ira i Ce a..:omat.caily revoke,ep.n acceierahcn di 3.1 7r oar: a' . :he'rdeoledness t'! ` DEFINITIONS. '"e'ci'Ow:ng words snit I rare;^! mean r•;;wren•asetl m this Geed of "rust .etc;-_. ,;re^.,::e i.* defined in this Deed of Trust shall have the meanings attributed to such terms'n the Uniform Commercial Code 3,1 re'ererces'O o011af amounts shall mean amounts.n iawhvl money of the united States of america N • Beneficiary. The word'Beneficiary'means Ti•E CCMMEPCE BANK CF .ASHINGTCN N A. is successors ana 3ss•^,•'a • THE COMMERCE BANK CF'WASrl>.GTCI: N A also•s referred fa as'Lender'in this Deed of Trust. ;". Deed of Trust. The words 'Deco of Trust'mean this Ceeo of 'rust among Grantor. Lender, and Trustee.aro rc.:coo without limitation all assignment and security•merest provisions reral,rg to the Personal Property and Rents. Grantor. The Nolo 'Grantor' -nears any and al persons aria entities executing this Deed of Trust. rnciud,rg without l,maatlon SW 19TH LIND L L.0 Guarantor. The word 'Guarantor' means and ncludes wi:rcut imitation any and ail guarantors, sure::es. aro accommodation parties in conneetrcn with Ire•ncebtedness. Improvements. The word "mp:ove^•erts' 'nears ana rcudes w.tha.t :.mdation all existing and 'Ave .mcr0,emer.:s, but{dings,str.c:u'es "'oo..,homes ai'.ec or the Peal P.pperty •ac.iities additions.reolacements and otner cenStryc:;cr 7n the Real P'cperty. Indebtedness. The wow "ncee:ec'ess' means atl orincoar and .nlerest payable under the Note and 3r/ armOLrts eroended or advanced by Lender:o oiscrarge.3cligationS of Grantor or exoenses incurred Dy TruStes cr Lender:o er'orce cci•gat.ons of Grantor under this Ceed of Trust.together with nlerest on sucn amounts as provided in this Deco of Trust. Lender. -he wore Lender'means T'rE CCMMEPCE BANK CF.'IASHNGTCN.N.A.. .s successors and assigns. Note. The word 'Note' means the Note dated July 19, 1997. In the original principal amount of $800,0^ .00 'fon'Grantor to LenCer.together NO all renewals ertensrons.modifications.refinancings.and 3,Dst.tut.dr`s for the Note. NOTICE TO GRANTOR: THE NOTE CONTAINS A VARIABLE INTEREST RATE. Personal Property. The words'oersoral Property'mean all edu.oment.rl.tures.and other ankles Of personal ordoerty now Or hereafter owned by Grantor,and^ew or hereafter attached dr all"Red to the Real Property together with 34 access.a•s parts and ao3a:Ons'0 ad recracemenla cf.and ail substitutions'or any of such property:and together with at.;sues aro. pro'its thereon and crcceeds nnc:uding wrt^cut limitation ail.nsurance proceeds and refunds of cremrumsf from any sae or otrer arSOOSrtrOn OI the Property ' - - Property. The word'='operty' ears:o.'e::eery'Ire Deal d•oce",3^0're'e'sorai"'0oelt', Real Properly. The word3 -=ea.Vote•', mean•re oroDe•I'y rterea:a and,gilts descr tea and.e n Ire 'Co-se,a^ce Gr ant'Becton Related Documents. TN* wads '°e'a:eo occur-ems' 'rean and ncrude without :imitaton -ctes :r.:: a,••er•era oan agreements er ^r^ -'ai agreements g.,arahtes. 3ecunry agreements mortgages icecs:• r: • ' 3l ;titer rstr.mer:s aq'eemer.:s aro •xumerts .v eIher ^cw or ^ereafter e.•sung. e.ec•.teo •n :cnrec::cn e In •r. t " • • • • rfl BY: r f T151170:i TT1 • 07-18-1997 DEED OF TRUST Page 3 Loan No (COntInued) Indeotedness Rents. The wore '°en:s'-nears ail;rased:3,C 1u:we•er:; -✓_ .^s .dome. ssues :C,ail.es.C•ofi!s.anc_!^er carol's derived from Inc Proper), Trustee. The ...era 'Trustee' means ^iPS' •1.'.tE11iC,Y T. _E '.5.O`.'CE ,•^!.IP?NY and any suDsmut, ^r ;,,ccesscr trustees THIS DEED OF TRUST. INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RL.'ITS AND PERSONAL PROPERTY.IS GIVEN TO SECURE (1)PAYMENT OF THE INDEBTEDNESS AND (2)PERFORMANCE OF ANY AND ALL OBLIGATIONS OF GRANTOR UNDER THE NOTE. THE RELATED DOCUMENTS. AND THIS DEED OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYMENT AND PERFORMANCE. Eacept as otherwise pro•,raed n It's Deed of Trust Grantor shall pay to Lender 3,1 amounts secured by this Deed of Trust as they become due. and snail sCxtry 3rd•n a time,/manner perform ail al;;cantor s cc•rganors ,,hoer the Note this Deed of Trust,and:re Perated Documents POSSESSION AND MAINTENANCE OF THE PROPERTY. Grantor agrees •rat 3rantor s possession arc use of Ina �•Cpc::/ snail be governed by the following provrs.cns. Possession and Use. Until the occurrence of an Event of Cefawt. Grantor may sal remain in possession and control or Ire Popery, •bl use.operate or manage the Prccerh/.and •cl collect ar/cents from the Property ithis Drrv.lege is a i:e^se from!ender to Grantor automatically'evoked',con derat,.t1 'he'Crow rg provisions rerate to the use at the''.coery o''L other limitations on the Procerty The°eal P•Operr/.5 rot used or'c.D3'l/'or agriculture or farming purposes Duty to Maintain. Granter snail maintain the 2•Ccery n :erar:aoe ccnartion and prompt:, oerlorm a.l .eca.r; replacements,and maintenance necessary to pteser.e is,a•ue Hazardous Substances. The terms 'f'azarctus waste' 'ha:a^^us suor:arce 'disposal.' 're:ease.' ara rererrd •elease• as used n !his Deed of 'rust. sna'I 'a,e me same 'near,^gs a; set forth .n the Comprerensrve Env.r_rrne^sal Response Compensation. and _ab.:ity Act of t^gcC as sme^dell z2 •J S C. Section 9601 et seq. .'CERC:.A I. Superfurd Amendments and Reauthorization Act of 1986 Duo _. '.0 99499 I SARA'). the Hazardous '1aierrs.s Transoortation Act.aS U S.0 Section 1201.et sea.:re 2escurce :crser.at:on aria Recovery Act.42 U S.0 Section 5_C• et sea or other applicable state or=ederal'awe rues or regulations adopted pursuant to any of the foregoing -he te•r-5 'hazardous waste'and'hazardous substance'snail a:so include.without'imitation.petroleum and petroleum ay-prccuc:s or any 'raction thereof and asbestos Grantor •ebrese-ma and warrants to Lender that: cal During the period of Grantor r+i ownership of the Proper/ there has peen no use. generationranufacture. storage. treatment. disposal. release or C4 threatened release of any hazardous haste or substance Cy any cerson on.under.about or from the Property: •DI Granter C1 has no knowledge Of.or reason to Oelreve that there has been. except as previously disclosed to and acknowledged Cy C C j Lender in writing. ;i)any use.generation,manufacture storage treatment.disposal.release.or threatened release or any hazardous waste or suostance on,.noer.about or'tom:he Ptcoery Cy any poor owners Or occupants of the?rodent'or any actual or threatened litigation or claims o'any lord by any censor relating t0 such matters:and ,cl Except as previous./ disclosed to and acknowledged by L ender in writing .ri neither Grantor nor any tenant.contractor,agent or other authorize ..ter user of the P•cceny snail use.^generate.manufacture store treat C-scose ter.dr release any hazardous waste or substance on.under about or from the Property and :il any such activity snail ce conducted in compliance with all appircaore te0e•a -I state. and local 'awn, regulations and ordinances. nctuaing without imitation those laws. regulations. and orcinances descr.Ced Woe Grantor au:f eti:es,,ender,ara its agents to ante.' soon the Pr'toerty to mace Such inspections are test;. at Grantor S eapense. as Lender may deem approor•ate to determine ccmpuance Of the Property with :his section o: '.1e Deed Of Trust. Any inspections or tes's made oy Lercer snail be'Or,,eider s purposes only and shall not be constr..eo'7 create any responsibility or liability on the part of Lender 'o Grantor of to any other cerson. The representations arc warranties contained nerern are Diced on Grantor's cue diligence n•nvestrgating the Property for hazardous waste an,: hazardous substances.- Grantor hereby is, releases and waives any tvture Claims against Lender 'or .ndemn.ty or contribution r the event 3rantcr oecomes ..acre 'on creanac Or ether ^. sts under any sucn 'awn. and .br agrees 'a noemndy and loll harmless Lender aga•rst dry anc 3.1 c:aums csses.'lac lines.damages.,^.enact.es.and enoenses Arid^. _ender may d.,ectty or nd•rect'ry sustain or suffer aes_•ttog 'roil a :reach of this section of the Deed of 'rust or as a conseouerce Cl any use generation. manufacture. storage d•scdcat. 'elease or threatened release occrrrrirg prior •. Grantor s ownership or interest in the Property.wnetrer or not the same was Or Should nave been known to Grantor The provisions of this section of :he Deed of Trust. nc.uc.rg the 7tugatiOn to indemnify. snail survive the payment 0l the ndebtedness and the satisfaction and reccnveyance of the iron Of this Deed of Trust and shall not be affected by_ender s • acquisition of any interest in the P•ocery enerner by'oreclosure cr otrerw se Nuisance.Waste. Grantor shad not cause.Conduct or permit any nuisance rod commit.permit.or suffer any sirrpe'rg of cr. waste On or to me Property or any portion of the 2:ccerty Without 'meting he generality of ire foregoing,:3rantcf will^ct { remove or grant•o any other nary the egni to ',move. an/timber. minerals !including fill and ;ass. sort, ;ravel Cr'cox products without tie prior wnnen ccnse^t of Lender Removal of Improvements. Granter snail not _., sr 'emove an/ r-'crovements from the Rear orocerr/w treat• piior written consent of Lender as a Ccnod:cn to the removal of ant mcrc..ements. Lender may•eau:re Grantor•a mace af•argements sarrstactory to Le-der:o•ep.ace-.Cn n-C•avemerts,.':r mot ovements of at least ec.ar value Lender's Right to Enter. _ender s a_er;s and •,orese^tat.es -3, er•er soon - =ear "con-my at a.' •ease^aC-a ',men atl.rd to _encer S n:area a.^_ 70 nSCe_• tre O•C_rrtr 'Or .._•COSes y 3rantor s carn,.i•a-__ with s ar- c7nCt„'S' • • i"•'['- ?E'Ai ffl 07-18-1997 DEED OF TRUST Page d Loan No (Continued) Compliance with Governmental R:qulrement3. Grantor snail prcmotly comply.and shall promptly cause compliance by all agents,tenants or other parsons Cr entities Cl every nature whatsoever who rent.:ease or Otherwise use or occupy the Property in any manner,with all laws ordinances.and regulations.now cr hereafter in etfen.of all governmental authorities applicable to the use or occupancy of the Procemy..nci„ding without'im,talion,the Americans With Disabilities Act. Grantor may contest in good faith any such law.ordinance or regulation and wiinhold compliance during any proceeding.including appropriate aooeas. so Ong as Grar;r nas not.fieo Lender n writing prior to doing so and so long as. in Lencer s sore ooinion. Leron's retests,n the P•cc'•rry ale not ecoardizea _ender may require Grantor to post adequate security or a surely bona.reasonably satisfactory to vender.to protect Lenders merest. Duty to Protect. Grantor agrees neither to CoanOcn nor leave.rattenCed the Property Grantor shall do 3,1.,;:tier acts. n addition to :hose acts set forth aoove .n this section. which from the cnaracter and use of the Property are reasonably necessary to protect and preserve the Property. DUE ON SALE-CONSENT 8Y LENDER. Lender may at its option. 'al•-ec.are immediately due and payable all sums secured by this Deed of Trust or Its)increase:he interest late provided'or in the Note or other document evidencing the inaebi!Cness and impose sucn other conditions as Lender deems aCproprrate. upon the sale or transfer. without the Lender s prior writer consent.or all Cr any part of the Real Property.or any interest in the Peal P•ooerty. A'sale or transfer'means the conveyance of Real Property or any right,title or interest therein:whether legal.beneficial or equitable:whether voluntary or involuntary. wnerher by outright sale.deed.installment sale contract,land contract.contract for deed.leasehold interest with a term greater than three (3)years.leasel:pt,on contract.or by sale,assignment.or transfer of any ceneficrai interest in or to any land trust holding site to the Real Property,or by any other method of conveyance of Peal Property interest If any Grantor is a corporation partners^.O cr limited liability company, transfer also includes any change in ownership Cl more than rwentytive cercent ;25 el of :he vof,ry stock,partnership interests or limited liability company,r;erests.as tire case may be.of Grantor However,this option sh3.1"or^.•` F exercised by Lender if such exercise is prohibited by'ederal law or by Washington law. TAXES AND LIENS. 'he following provisions reiating'o:he taxes ana liens on the Properly are a part of this Deed of Trust Payment. Grantor snail cay wren due and in 3.1 events prier:o ceiir•auencyl all taxes,special taxes.assessment; elan-,es 'including water ana seweri.fines and.mpOSC'ons'e•,ieo against Or on account of the Property.and shall pay when due 31 claims for work done on or'or services rendered or material furnished to the Property. Grantor shall maintain the P-coerty free of ail liens naving prority over or equal to tie nterest of Lender under this Deed of Trust,except for the lien of taxes are assessments not due and except a5 otherwise-'ovided n this Deed of trust. Right To Contest. Grantor may withhold payment 01 any lax.assessment.or claim in connection with a good faith dispute over the obligation to pay.so ong as Lender s interest in the Property's not jeopardized. if 3lien arises or is filed as a result of nonpayment. Grantor snail ,thin fifteen i:5' pays after the lien arises or ,f a lien is filed.within fifteen ft5)days dyer Grantor has notice of the Ming,secure the discharge of the lien,or,f requested by Lender,deposit with Lender cash cr 3 sufficient corporate surety bond or Other secur•'y satisfactory to Lender n 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 wale under the lien. In any f contest. Grantor snail defend 'self and Lender and small satisfy any adverse rydgment before enforcement against the f 2 Property Grantor shall name Lender as an additional obligee under any surely bond furnished in the contest proceedings Evidence of Payment. Grantor snail ',pop Cemantl furnish to Lender satisfactory evidence of payment of the :axes sr assessments and snail authorize the appropriate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property Notice of Construction. Granter snail notify'_enter at:east fifteen it51 aays before any work is commenced.any services are furnished,or any materials ate supped to the Property.if any mechanic's lien,matenalmen's lien,or other lien could Se asserted on account of the work, sort ces.or materials. Grantor wilt upon request of Lender furnish to Lender advance assurances satisfactory to Lender that Grantor car and will pay the cost of such.mprovements. PROPERTY DAMAGE INSURANCE. The following provisions relating to insuring the Property are a part of this Deed'f trust. Maintenance of Insurance. 3rantor mai:procure ana maintain eci:c.es of lire insurance with standard extended coverage endorserner..ts on a replacement oasis for :he full insurable value covering all Improvements on the Real Property•n an amount sufficient to avoid application of any coinsurance clause.and with a standard mortgagee clause in favor of Leader Grantor spa l also procure and maintain comprenensive general liability insurance in such coverage amounts as Lencer may request with trustee and Lender being named as additional insureds in such liability insurance policies. Additionally.Grantor snail maintain sucn other insurance. .nctuding out not limited to hazard, business interruption, and boiler insurance, as Lender may reasonably require Poecies snail be written in form,amounts.coverages and basis reasonably acceptable to Lender and issued Dy a company or companies reasonably acceptable to Lender Grantor, upon request of Lender. wnl deliver to Lender from time to time the policies or certificates of insurance in form satisfactory to Lender.including stioufaticr'.s that coverages will not he cancelled or diminished without at least ten 110) days' prior written notice to Lender. Each insurance policy also snail:nc.ude an endorsement providing that coverage m savor olLender will not be imparted,n any • way by ary act.om soon or oe'ault of Grantor or any other person Should the Real Property.at any time become'coated n an area desig-ated by the Director Ct the ceaerai Emergency Management Agency as a special hood h3z3id area. Grant", agrees to oc'a'n and•maintain=eC!'aI''000 ^SuraiCe'or the'ult ur03id principal balance of C-'_loan .d to tee rax"'.." pCbcy cm is set .^.der the Natiortai c'coo insurance °'ogram or as otherwise required b'y _ender and :3 maintain a.c^ insurance'cr the term Cf the`Oan Application of Proceeds. 3r3rfOr ;raiI crcr•ct'r-v fy _ender of any•ass or oamag!to the Property Letter ma; .•col 01 OSS.I Grantor'ai s to so so within'leer ,5, says of tie casualty Whielher or-tot L ,erCer; en-u•it; r+ca ie „t • • • ED ViESAN 07-18-1997 PEEL) OF TRUST Page 5 Loan No (Continued) Lender may at its elector,recewe and rota.,"e proceeds of any rsurarCe and acoly:he proceeds to the reduction of:he Indebtedness.payment of any lien aftecting the Property or'he restoration and repair of the Property 1 Lender elects to apply the proceeds to restoration and repair,Grantor shall repair cr replace the damaged or destroyed Improvements.n a manner satisfactory to Lender Lender snail,upon satisfactory oroot of sucn expenditure.pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration.1 Grantor s rot.n cefauft under this Deed of Trust. Any proceeds which nave not been disbursed within 180 days after :heir receipt and wrocn Lender has not cOmmdted to the repair Or restoration of the Property shall be used first to Day any amount i.Tg to Lender under this Ceed of Trust, :hen to cay accrued interest,and the remainder.•f any,snail De appiied to the•7nnC•pai oaanCe of the 'ndebtedness. t Lender holds any proceeds alter payment n full of Me indebtedness.;itch oroceeos snail ce paid...Moat interest to Grantor as Grantor s interests may appear. Unexpired Insurance at Sale. Any unexpired nscrarce snail .rare to :he penetit of. and pass to. the purchaser of the Property covered by this^eed of Trust at any trustee s sale or other sale nerd under the provisions of iris Deed of Trust.or at any foreclosure sale of such Propel," Grantor's Report on Insurance. Upon request of Lender. ncwever or mare than once a year. Grantor snail furnisn to oame of e e Lender a report on each existi)thengp co+irty erty nsured f s the thennCe wing c rrenttrep acementt value ofusuch property. and the manner ks insured. ic) of amountrm of the pokey. idl the tee the determining that value, and (e( ;he expiration date Of the policy Grantor snail, upon request of Lender, have an independent appraiser satisfactory to Lender determine the cast; ague replacement cost of the Property. TAX AND INSURANCE RESERVES. Suelect to any'imitations set py a:unable law. Lender may require Grantor to maintain with Lender reserves for payment of annual taxes, assessments.arc rsurarce Premiums. which reserves snail be created sty' advance payment or monthly payments of a sum estimated by Lender to pen sufficient tO produce amounts at least equal to the taxes,assessments.and insurance premiums tc be paid The'eser.e'.ids shall be held by Lender as a general deccsit'rcrr Grantor,which Lender may satisfy by payment of the taxes.assessments dais insurance premiums required to be pad by i3ractc' as they become due Lender snail hake the rrgnt t0 cow vocn the'ese•.e tunas to Day sucn items and Lender snail cot pen required to determine the ratidty or accura_y of any ter'ce'cre caving t Ncthmg n the Deed of Trust;hail be nor;true: is requiring Lender to acvance other monies for such CUrOCSeS.and'.ender;ran not incur any liability for anything it may c0_r:iun.t to d0 with respect to the reserve account A11 amounts .n the reserve account are hereby pledged tO further secure tre Indebtedness.and Lender is hereby autrariaed tP enthdraw and apply such amounts on the indebtedness upon the occurrence of an Event of Default Lender snail not be required 10 pay any interest or earrings cn the reserve funds unless required cy aw 0. agreed to by Lender in wrirng Lender does not hold the reserve'unds n trust'or Grantor,and Lender is not Granter s agent for ...� payment of the taxes and assessments required to be paid by Granter EXPENDITURES BY LENDER. f Grantor!ails to Carroty with any provision of this Ceea of Trust,or.f any action or proceeding o C1 commenced that would materially affect Lender's .nrerests in the Property, .ender on Grantor s behalf may. out shall r.ct c. C required to.take any action that Lender deems appropriate Any amount that Lender expends.n so doing will bear interest at:re C'4 rate provided'or in the Note from the date incurred or paid by Lender to the date of repayment by Grantor. NI such expenses. sl ..^t Lender s option.will at be payaole on demand. :bl be added In the baiance of the Note and be apportioned among and ce payable with any installment payments to become due during either it the term of any applicable insurance policy or iil_re C remaining term of the Note or ici be treated as a balloon payment winch will be due and payable at the Note's maturity This • Deed of Trust also will secure payment of these amounts. The rights pro.'ded for In this paragraph shall be in addition to any other rights or any remedies to which Lender may be entitled on account of the default. Any such action by Lender snail not pia construed as curing the default so as to oar Lender from any remedy that t otherwise would have nod. WARRANTY;DEFENSE OF TITLE. The foi:ow.rg provisions feiatng to ownership of the Property are a car:of this Ceec Trust Title. Grantor warrants that 'al Grantor holds good and marketable tale of record to the Property in fee simple 'tee lino clear of al liens and encumbrances other than those set forth n the Rea.Property description or in any title insurance policy. title report.or final tine opinion issued in favor of and accented by,:ender in connection with this Ceed of Trust.and Cl Grantor nas the full right.power,and authority to execute and deliver this Ceed of Trust to Lender. Defense of Title. Suotect to the exception in the paragraph acc..e ,irantor warrants and will forever defend the title to the Property against the 'awful caims of all persons in Me event any action or proceeding is commenced mat Cues:tons Grantor s title or the interest of TruS:ee or '_ender under this Deed of Trust.Grantor shall defend the action at Granter s expense Grantor may De the nominal party.n silo. proceeding.but Lender shall be entitled to participate in the proceeding and to be represented n the proceeding by counsel Of Lender's awn choice, and Grantor will deliver. or cause :o be delivered.to Lender suer instruments IS Lender may request'rom time to time to permit such participation Compliance With Laws. Grantor warrants that the Property and Grantor's use of the Property complies with all exrst.rg applicable iawS.Ordinances and reguiations of goverrmentat authorities. _ _ ._CONDEMNATION. The following provisions relating to:pncemnatrdn:roceee,rgs are a Part::'::.teed of',rust. Application of Net Proceeds. '1 at or any part of the P'ccerty•s condemned oy eminent domain proceedings or by acr proceeding or purchase'n lieu of condemnation.Lender may at.ts election require that all or any portion of the net proceed: or the award be acor+ed to ae.ride clean ass or the fecal:or restorat.or of the Property The net proceeds of the award;nail mean the award liter payment of ail reasonicle costs expenses and lnOrneys tees .ncurreo by Trustee Cr .ender .n war, ❑_ccncemnat'cr• Proceedings. my efeceecrg -. connectionf`s ce'^•n at c.• ;•'ed. �:antor srad Orcmctl'y^city Lender in writ.n^y and Grantor .. ^ /'i • -- --- - — - 1 • 07-18-1997 DEED OF TRUST Page 6 Loan No (Continued) promptly take such steps as may ce necessary to defend tie action and obtain me award. Grantor may be the nomirai party in such oroceeo.ng, but Lancer anal ce incited to canrc'oa'e n :ne proceecing and to oe represented ,n :re proceeding by counsel of.Is own choice ad at Grantor expense and Grantor will deliver or cause to oe delivered to Lender such instruments as may be requested cy it from time to time to cermd such participation. IMPOSITION OF TAXES. FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The following ;,revisions reiating ': governmental taxes fees and charges are a part of this Ceea of T;•.st Current Taxes. Fees and Charges. croon •equest oy Lender ;ranter :rail execute such documents •n addition to this Deed of 'rust and tare whatever outer action is •eduested cv _ender'o perfect and continue Lender s lien on the Peal Property Grantor snarl rermourse Lender for',II taxes.as descr bed cerew together with all expenses incurred:it recOrd:'+g perfecting or continuing this Deed of Trust. including without irritation all taxes. fees. documentary stamps. and other charges for recording or registering this Ceea of Trust. Taxes. The following snail constitute taxes:0 which this section accaes• 'at a specific tax upon this type of Ceed of Trust or upon all or any part of the :ndebtedness secured by this Deed of Trust: 'DI a soecrlio tax on Grantor which Grantor •s authorized or required to deduct froth payments on:he tndeoteaness secured by this type of Deed of Trust: 'ci a tax on this type of Ceed of Trust chargeable against the Lender or the holder of the Note,and (d)a specific tax on all or any portion cl the Indebtedness or on payments of principal and interest mace by Grantor. Subsequent Taxes. if any tax to which this section applies is enacted subsequent to:he date of this Deed of Trust Iris event shall have the same effect as an Event of Default •as defined telowi. and Lender may exercise any or an of Is available remedies for an Event of Default as provided oeicw vriess Grantor either ial pays the tax before .t becomes • delinquent.or ibi contests the tax as provided above in the 'axes and-Lens section and deposits with Larder cash cr a sufficient corporate surety bond or other security satisfactory to:enter SECURITY AGREEMENT: FINANCING STATEMENTS. The following previsions relating to this Deed of Trust as 3 security agreement are a part of this Deed of'rest Security Agreement This instrument snail :institute a secx•Iy sgreement to the extent any of the =tope':y cons: fixtures or other personal prooerty.and Lender snail ha•.e all Of Ire•igrts of a secured party under the Lnifcrm CortiTe•:a. Code as amended from time to time Cl Security tote. .. Loon'equest by Lender.Grantor shall execute'inancirg statements and take whate.er other acton s requested by Lender to perfect and continue Lenders security interest.n the Pents and Personal Property 'n addition to recording this Ceed of Trust in the real procerty records. Lender Tay. at any time and without further authorization •re, Cl Grantor. '.le executed counterparts,conies or reproductions of this teed of "rust as a financing statement Grantor Ina! (`2 reimburse Lender for all expenses incurred n Dertecting or continuing this security interest. Upon default. Grantor ;r,t I r- assemble the Personal Properly in a manner and at a place 'easonaoly convenient to Grantor and Lender and ma.ie t available to Lender within three t31 days after receict of written demand from Lender. Addresses. 'he mailing addresses of Grantor idebtort and Larder secured vary.from which informaton concerr,ng t`e security interest granted cy this Ceed of Trust may Ce obtained each as recurred by the Uniform Commercial Cocci.are a: stated on the first page or this Deed of Trust. FURTHER ASSURANCES;ATTORNEY-IN-FACT. The following provisions re'ating to further assurances and attorneyn•fa:: are a part of this Deco of Trust. Further Assurances. At any time.and from time to t me.upon:equest of Lender.Granter will make.execute and deliver,or will cause to ce made.executed or delivered.to Lender or to Lenders designee.and when requested by Lender.cause to be filed,recorded.reftled.or rerecorded.as the case may be.at such times and in such offices and places as Lender m,ay deem appropriate.any and ail such mortgages.needs of trust security deeds,security agreements,financing statements. continuation statements.instruments of further assurance.certificates.and other documents as may,.n the sole opinion cl Lender be necessary or desirable»order to effectuate.complete. perfect. continue. or preserve 'al the ocligaliOns cif Grantor under the Note.this Ceed of Trust,and the Petaled Documents and •bl the liens and security interests created by ;his Deed of 'rust as first and prior 'lens on the Property. whether now owned or hereafter acquired by Grantor. Unless prohibited by law or agreed to the contrary ry Lender.n writing.Grantor shall reimourse Lender for all costs and expenses incurred in connection wrtn the matters;starred to in this paragraon Attorney-in-Fact. of Grantor fails to do any of the things referred to in the preceding paragraph.Lender may do so for and in the name of Grantor and at Grantor s expense For sucn purposes Grantor hereoy irrevocably appoints '.ender as Grantor s attorney n fact for the purpose of making executing aeiiverirg. fling, recording. and doing ant other things as may be necessary or desirable,in Lender s sole opinion•to accomorish the matters referred to in the preceding paragraph. FULL PERFORMANCE. if Grantor pays all the Indebtedness when due.and otherwise performs all the obligations imposed.pcn Grantor under this Deed of Trust.Lender shall execute and deiiver to'rustee a request for'h,;l reconveyance and shall execute and deliver to Grantor suitable statements of termIreton of any'irarc:ng statement on file evidencing Lenders security.nterest 'r the Rents and'he personal o'oberty dry•econveyance'ee:Taff be pa.0 by Grantor f permitted by 30ciicable'3w -he;'ar:ee in any reconveyance may be Cescr:bid as:he ceison pr persons egaily entitled thereto'. aro the recitals in the•econve}ahce any matters or'acts shall oe:Onciusrve crdo'of ire truthfulness Of any sue.•'masers or facts DEFAULT. cat^b''re'c•cw•rg it _cc'en or tree• .rat _o.,s:1.'e an event of cetautt E.en:of De'r:it- .r ter•r s The a :r ru St • ram . • 07_18_1997 DEED OF TRUST Page 7 Loan No (Continued) Default on Indebtedness. =a—'v of Grantor•o mare any oayrnent wren due on the indebtedness Default on Other Payments. =a rare of Grantor wrinin tre rime rea_rec by this Deed of Trust to mace any payment:or lases or insurance.or any outer payment necessary to prevent'rung of or tb ertect discharge of any lien. Compliance Default. Failure of Grantor to comply...an any Otter•ern colrgatron.covenant or condition contained'n ;Ns Ceed of Trust.the Note or•r•any or the Related Documents. False Statements. any warranty.•eoresentat'cn Or statement mace or';,misted to Lerner oy or on cenaif of Grantor uncer this Deep of'r.ist the Note or the Berated Documents is false or mrs•.ead.rg in any material respect.either now or at the time made or'urn shed Defective Coltaterallratien. This Deed of "rust or any of the aerated Documents ceases to be in full force and effect 'including failure of any collateral documents to create a valid and perfected security interest or lien)at any time and for any reason Death or insolvency. The drssolut:On(regardless of whether electron to continue is made),any member wandraws from the limited tat:orty company.or any other termrnatlon of Grantor S existence as a going business or the death of any member,the insolvency of Grantor, the appointment of a receiver for any part of Grantor's property.any assignment'or the benefit of creditors my type of creditor workout,or the commencement or any proceeding under any bankruptcy or insolvency laws by or against Grantor Foreclosure, Forfeiture. etc. Commencement of 'crec!osure or 'or'e'ture proceedings. whether by tuarcal oroceeo.rq, self•hel0.tepossessron or any other method.by any creditor of Grantor Or by any governmental agency against any of the Property However this subsection stall not apply .n the evert or a good faith dispute by Grantor as to the va:rdrty d• reasonableness of the claim which 9 ;he basis of the forecdsut9 or 'orefeilure proceeding, provided that Grantor gives Lencer written notice of such claim and furnishes reserves or a surety DCnd Icr the claim satisfactory to Lender Breach of Other Agreement Any Creaoh by Grantor ender're'cams of any other agreement between Grantor and_erce' !hat a not:emec.ed wdhrn any grace period Crov.Ced therein, ecl•.,C'ag witT.Out limitation any agreement concerning ace C.! rndeoteaness Or other obligation of Grantor to Lender.whether eost.rg now or later. C2 Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the'naettearess C or any Guarantor dies or becomes incompetent.or revokes or disputes the validity of,or liability under.any Guaranty of:he C't Indebtedness Lender. at is option, may, but shall not be ',Tarred to. permit the Guarantor s estate to assume :'1 uncondrticnaily the oougations arising under the guaranty in a manner satisfactory to Lender, and. in doing so. cure ;. Event of Defau:t t` Adverse Change. A material adverse change occurs.n Grantor s'rnancral condition, or Lender believes the prospect or ,�. payment or performance of the Indebtedness is impaired. .r Right to Cure. .1 such a failure rs curable and.f Grantor has net ceen given a notice of a breach of the same provision of this Deed of Trust within the preceding twelve(121 montns.it may cured rand no Event of Default will have occurred) f Grantor after .ender sends written notice demanding cure of such'arrure: !a)cures the failure within fifteen 1151 days: or rbl it:he cure requires more than',fleen 1151 days immediately nitrates steps sufficient to cure the failure and thereafter • continues and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical. RIGHTS AND REMEDIES ON DEFAULT. Upon the occurrence of any Event of Calaurt and at any time thereafter. Trustee O Lencer• at its Option. may exercise any one or more of the following rights and remedies. in addition to any other "grits or remedies provided Dy law. Accelerate Indebtedness. Lender snarl have the':grit at its option to declare the entire Indebtedness immediately due and oayable..r.auain;any prepayment,_ •airy whicn Grantor would be reau,red to pay. Foreclosure. With respect to all or any part of the Real Property :no Trustee shall have the right to exercise.ts cower of 1 sale and to foreclose by notice and sale.and Lender snail nave he r grit to foreclose by ludreral foreclosure.in either case n accordance with and to the full extent provided by apeheadte law UCC Remedies. '/1th respect to all or any cart of the Personal Property.Lender snail have all the ngnts and remecres or a secured parry under the Gndorm Commerc:ar DCae. Collect Rents. Lender seal nave the right.without nonce to Grantor to take possessron 31 and manage the 2'ocerty era collect the =tints including amounts oast Jue and arced.aria scary the net oroceeas.over and above Lender's costs against the indebtedness. 'n furtherance of this ngnt.Lender may require any tenant or other user of the Property to make payments Of rent or use fees drrec:ly to Lender it trio Rents are co,iected by Lender,then Grantor irrevocably designates Lender as Grantors attorneyin•fact to endorse instruments received 'n payment thNeof in the neme of Grantor and to negotiate the same and collect the crcceeds Payments by tenants or other users to Lender .n response 10 Lender demand srarf sa•,sfy the'Dlrgatrons for which the payments are mace whether or not any prover grounds for the oemarc existed. :.ender may exercise its rights under this subparagraph either n person,by agent.or through a receiver Appoint Receiver. _ender snarl have the right'o hate a •ecewer appointed to take possession Of All or any part of •r Property with me power'0 protect and oreSer.e'he°•cdemy.to operate the Property brecec.ng or pending'orecrosufe o sale and oc•'ect'vivo Pen's(rpm'he Property and acc'y the proceeds over and above the cost of the receivership tga,rr st •tie rcec'eoress "he ___r.er'nay serve withoa co-r, f permitted Dy raw enders right to the a000intment of are_. ..• it a 07-18-1997 DEED OF TRUST Page 8 Loan No (Continued) srad exist wnetrer or not the acparert .n,•.e of 're Popery exceeds the 'ndebteaiess by a su Ostart:al amccnt. Employment by Lender snarl not ai sguaiirf 3:erson from ser.'ry as a receiver Tenancy at Sufferance. I Grantor renter, n possession of me '•ccerty after the Property is sold as provided aoove Cr Lender otherwise oecomes entitled to possession of the Property,coon default of Grantor.Grantor shall become a tenant at sufferance of Lender or the purchaser of the Property and shall,a:Lenders ootron,either (a)pay a reasonable rental for the use of the Prooerty or bl vacate the Propery immediately upon the demand of Lender Other Remedies. Trustee or Lender Brad^a'.e any other r rill: 7r•er:ecy btavid:a in this Deed of Trust or the Note or py eve Notice of Sale. Lender snail dive Grantor reasonable notice cf the time and place of any public sale of the Persona( properly or of the time after wh,cn any private sale or other.ntenoec disposition of the'Personai Property is to be made Peasonaole notice shall mean notice given at least ten (10) pays before the time of the sale or disposition. My sale of Personal Prooerty may oe made in con)unCticn with any sale of the Peal Property. Sale of the Property. To the extent permitted by applicable taw. Grantor hereby waives any and ad rigors to have the Prooerty marsnatled in exercising its rights and remedies,the "rustee or Lender shall be free to sell all or any part of:he Prooerty together or separately,in one sale or by separate sales Lender snail be entitled to bid at any puolic sale on all or any portion of the Property. Waiver;Election of Remedies. A waiver by any party of a breacn of a provision of this Deed of Trust shr'l rot constitute 3 waiver of or preluaice the party a rights otherwise to demar,d strict compliance with that provision or any other prOviSiC' Election by Lender to pursue any remedy provided in this Deed cf Trust,the Note,in any Related Document.cr pro'.,ded c/ law shall not exclude pursuit of any other remedy. and an election to mote expenditures or to take action to perform an obligation of Grantor under this Deed of Trust after failure of Grantor:o perform shall not affect Lender's right to decide a default and to exercise any or its remedies. 1 Attorneys'Fees;Expenses. 'f Lender institutes any Suit or act:cn to enforce any of the terms of this Deed of Trust.Lercer shall be entitled to recover sucn sum as the court may adli.:Cge •eascnaCie as attorneys lees at trial and on any aCpe3t. C Whelher or rot any court action is involved. ail reasonable expenses ncurred by Lender which in Lender s cplrocn ate necessary at any time for the protection or its'merest or the erfarcemert of its rights shall become a part of the!ncectecress C4 payable on demand and shall bear interest at the Note rate from the date of expenditure until repaid. Expenses covered by f's this oaragraon nclude, without limitation, however subject to any 'units under applicable law. Lenders attorneys' 'eel ...nether or not there is a iawsuit.including attorneys Tees for banxruptcyproceedings;including efions to modify or vacate any automatic stay or ,njunchonl, appeals and any antic:Dated ccst•iuCgment collection services. the cost cf ;earning records.detaining tole reoorts pncluding'preclosure:epCrtsl,surveyors reoorts,appraisal fees.title insurance.and'ees for the Trustee.to the extent permitted by applicable•aw Granter 3150 will pay any court costs.in addition to ail ether turns provided by law. Rights of Trustee. Trustee shall have ad of the rrgnts and duties of_ercer as set forth in this section. POWERS ANO OBLIGATIONS OF TRUSTEE. The following provisions relating to the powers and obligations of Trustee (pursuant to Lenders instructions)are part of this Deed of Trust. Powers of Trustee. In addition to all powers of Trustee arising as a matter of law.Trustee snail have the power to take the following actions with respect to the Property upon the written request of Lender and Grantor let join in oreoaring and filing 3 map or prat of the Peal Property.including the dedication of streets or other rights to the public; .b)join in granting erty easement or creating any restriction on the Heal Prooerty:and Cli join in any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust. Obligations to Notify. Trustee shall not be obligated to notify any other Carty of a pending sale under any other trust deed or lien.or of any action or proceeding.n which Granter,Lender,or Trustee shall be a party,unless required by aop!icaoie law.or unless the action or proceeding is brought by t'ustee Trustee. Trustee shalt meet ail qualifications iegi.•red 'or Trustee under applicable law. 'n addition to the rights arc remedies set fortn above.with respect to all Or any part of the Prooerty.the Trustee shall have the right to foreclose by notce and sale and Lender snail have the right to foreclose by ua:cial lorecicsure.in either case in accordance with and to the tu.I extent Crcvlded by applicable taw Successor Trustee. Lender, at Lenders option. may from time to time aopoint a successor Trustee !o any Trustee appointed`ereunder by an Instrument executed and ackrowierged by Lender and recorded in the office of:he recorder of KING County Washington. The instrument snail contain,in aoaiticn to all other matters required by state law,the names of the angina: Lender. Trustee, and Grantor. the book and page or the Auditors File Number where this Deed c1 Trust is recorded.and the name and address of the successor trustee.and the.nstrument shall be executed and acknowledged oy Lender or is successors in interest The successor trustee.without conveyance of the Property.shall succeed to all the iitte cower,and duties conferred uCOn the Trustee n'his Deed of Trust and by applicable law This procedure for s•.bstitu:ion T..r trustee govern'O the excl'usicn 3f ail otr.er piC','scrs for si.cst'tst,on NOTICES TO GRANTOR AND OTHER PARTIES. Sub;ect'0 3ep,carte Taw and piped for notice requited or Vowed by Taw e •n another'Tanner any notice un^ter this Ceea of trust snail de n ver't'ng,may be sent by telefacsim,e. aria sna.1 be ese.rvn 'T 'i've when art.i3ii, del:yelled or when de005ited with I"•a':gradly•eCognoel Overn,grlt Courier,or..f mailed.snail Ce Oeen•ec Brie-'ve wren 'teCosoed n the ,_,tea States nla•i '•rs: ::ass :ert.f,ed _ •eg.stereo mail, 0O;toge Creoaid !e/a ' add es sea inown near!re Cog nr•ng of t'I s Ceed ct 1p;catty^'ay charge:to address tor notices unaer this=eed 7t 4 , • • DEED OF TRUST Page 9 � 18 N No 1997 (Continued) Loan — oy,v,ng formal wo!ten nonce to;ne other oartes.sceu`vng the:'re purcose Of the notice.s to change the parry's address all this copies of notices or eat he be enam the voiders of any en w:or voI cerPurposesru Grantor agred ees,to keep be Lenderst to and Lender rru9 ee address.as shown near the beginning of•his Deed of 'rust - informed at ad times of Grantor s current address. I I MISCELLANEOUS PROVISIONS. The'cilew.ng muceilanedus cro..•s or-3 area part of this Deed of trust. Amendments. Thus Deed of •rust. together with any °e•ated Documents. constitutes the entire understanding and agreement of the parties as to the matters set forth:n this Deed of'rust alteration orc aamenr dment to this Deedt of f TiLSI shall be effective unless given in writing and signed by the parr parties Salt 9 to be or amendment. Annual Reports. If the Property is used for purposes Other than Grantors residence.Grantor shall furnish to Lender,upon request. a cerlfred statement of net Operating income received 'tom the Property during Grantor s previous fiscal year in such form and detail as Lender snail reduire. 'Net operating ncome'shall mean ail cash receipts from the Property less all cash expenditures made in connection with the operation of the Property Applicable Law. This Deed of Trust has been delivered to Lender and accepted by Lender In the State of Washington. This Deed of Trust shall be governed by and construed In accordance with the laws of the State of Washington. Caption Headings. Caption headings.n this Deed Of ''r.s' r,e'C:convenience purposes only and are not to Oa...sea to • interpret or define the provisions of this Deed of Trust. Merger. Thera snail be no merger of the interest or estate reared oy this Dee duf d of Trus stt!hen ny with any otthert ,Lenderct estate.n the Property at any time Held by or for the benefit of Len her r y• Multiple Parties. AI obligations of Grantor under this Deed :r "•..st snail be joint and several,and an references to Grantor aWN shall mean each and every Grantor Thu means.+at each yf'he persons signing below is responsible for all oolrgabons.n this Deed cf Trust. OSeverablllty. I a court of competent lunsdictron finds anv provision of thus Deed of Trust to be invalid or unenforceacle as to C,4 any person or circumstance.such firoing snail nor render that provision invalid or unenforceable as to any other persons or Ct circumstances. if feasible, any such offending provision ;nail be deemed to be modified to be within the limits of i enforceaothlty or.validity; however, if the offending Ord'.isiOn cannot be so modified. it shall be stricken and at other provisions of this Deed of Trust in art other respects snail remain rand and enforceable. ../ j- Successors and Assigns. Suoiect to trio limitations stated•n this Ceed of Trust on transfer of Grantor s interest.tins Deed of 1 f:r Trust shall be binding upon and inure to the benefit of the Parties.their successors and assigns, if ownership of the Prooerty- t becomes vested in a person other than Grantor.Lender.without notice to Grantor.may deal with Grantor's successors-with reference to this Deed of Trust and the Indebtedness oy way b''erbeatance or extension without releasing Grantor from the obligations of this Ceed of Trust cr•rability under the Indebtedness Time Is of the Essence. Time is of Inc essence in the certermarce of this Ceed of Trust. Waivers and Consents. Lender snail not ors deemed to nave ,calved any rights under this Deed of Trust •or under the Related Documents. uness such waiver is in wrd.rg arc signed oy Lender. No delay or omission on the part of Lender.n exercising any ngnt snail ooerste as a waiver of such'ght Cr any other right. A waiver by any party of a provuiOn of this Deed of Trust snarl not constitute a waiver of or dreludice tie parry s right otherwise to demand strict compliance with that provision or any other provision. No prior waiver by Lender.nor any course of dealing between Lender and Grantor,shad • constitute a waiver of any ci Lenders rights or any of Grantor s obligations as to any future transactions. Whenever consent by Lender is renurred ' 'his Deed of Trust, the granting of such consent by Lender rn any instance shall not constitute continuing consent to suoseauent instances wnere sucn consent s required. Waiver of Homestead Exemption. Grantor-ereov'e.eoses WC waives all rights and benefits of the homestead exemption laws of the State or'r7ash'ngton as to ail'ndeoteaness sec..nab C'r'h`s Deed of Trust i • EDrnin. •j 07-18-1997 DEED OF TRUST Page 10 Loan No (Continued) EACH GRANTOR ACKNOWLEDGES HAVING READ AU. THE PROVISIONS OF THIS DEED OF TRUST, AND EACH GRANTOR AGREES TO ITS TERMS. GRANTOR: SW I I,_`C. By: F E7 Sit Manager LIMITED LIABILITY� COMPANY ACKNOWLEDGMENT STATE OF ( ss DANETTE A. BRANDT COUNTY OF i'1 STATE OF WASHINGTON NOTARY-- nOuTuAtR�Y--'•--pP�UBL1I�C f1 On this q7I€7• day of fC. tr4_ , 19%7. before rr eYtPOLICt7tf�nitl'TQo'fal1V4ut71k persona:1y appeared JEFFREY A.ROUSH,Member of W 19TH LIND LLL�ar,d persom:ly known to me or Droved to me r.n the bass cr satisfactory evidence to be a member or designated agent of the;invited'iabiliy company that executed the Deed of Trust an: acknowledged the Deed of Trust to be the free and voluntary act and deed of the limited liability company,by authority of statute its articles of organization or its operating agre. ant.for the uses and purposes therein.mentioned,and on oath stated that n.e or she is authorized to execute this Deed of Trust and in fact executed the weed of Trust on behalf of the limited/ liability company BY� �it..2_4L._��nC C't Residing at �dY_Y_Y].G•� 1f-2/4 __---_-- Notary Public In and for the State of L4--'C 5 //1 j J .— My commission expires__� c t •1 J1_ aJ r- REQUEST FOR FULL RECONVEYANCE r- To: Trustee The undersigned is the legal owner and holder of ail indebtedness secured by this Deed of Trust. You are hereby requested upon payment of ail sums owing to you,to reconvey without warranty.to the persons entitles thereto,the right,title ano.r.teres: now held by you under the Deed of Trust. Date: Beneficiary: —_ By: its: LASER PRO,Sep.2.3 'xi.S M.CIL.Ia.3.23 ci r991 C:,Pip Services,me.a:I nwf•efn.so.,WA-.et SWr9tn.LNl • • • • • .• •.• •• • • • .•sere. �.� •/ • - r '•� . Y • _sees �a.r a :f,'�•t :.: n 4..:'-3 a e ' PUGET EASPtEN'r FOR �vER OGRQL EC-ELECTRIC SYSTEM - --- - _•f71 -.� L POIKER -2 • i • a METRO INDUSTRIAL DISTRICT, INCOk2ORATED, a taiashington corporation, ' ("Grantor- herein!. grants conveys and '.rarranit to PUGET SOUND raOWf'R 1 I.It:}rT COMPANY. a Washington srr, to poradon ("Crant.e-herein!. for the purposes hereinafter set forth 3 perpetual casement under, law and ever the(of- } r. lowing dnai'ced real property(the"Property'herein' King County.Wsshfneton. C All of Vacated Blocks 19, 20 and 23, including Vacated streets, r[ ...1 EXCEPT portion for State Highway, and EXCEPT Lots B to 10 and • el 49 to 51 Block 19, and EXCEPT portion deeded to the City of Renton. ' "2 Lots 1 to 16 and Lot 32, Block 6, EXCEPT portion for State highway. . 50 Lots 1 and 32, Block 5. 1 H All located within the Plat of C. D. Hillman's Earlington Gardens E Division No. 1 according to Plat recorded in volume 17 of Plats, page • 74, records of King County, Washington. I Located in the Southwest quarter of Section 19, Township 23 North, i . Range. 5 East of W.K. . Except as may be otherwise set forth herein Grantee a refit,that!be etrrt:a.d aeon that pnrrion of the?ropery;the 'Right- t of Way"herein)described•a follows. • A Rlthto(-War_ 15 feet In width hs+vw_--------_........(..t.. ,eh-..'.Aill*w•-nwer•••4-4-teeoreyer. l:rw4esaibed as follows: 1.-. !'. :t_,• '. , ..:^_i.ii:r�7 .; .. .-.:if:i:)t'J::.cal l The north 15 feet of Lots 1 and 32 Block 5. 3/ /., _ ,.,at , n,':u`( !Millia• The north 15 feet of Lots 1 and 32 Block 5. ALSO: The east 15 feet of Lots 1 to 15 31ock 5, ALSO: The north 15 feet, northeasterly 15 feet, the east 15 feet. southeasterly 15 feet. and the south 15 feet of the abo'rl ) described Vacated 3locks 19, 2n and 23. including vacated streets, as measured parallel with and it right angles to Southwest 16th Street, East Valley Highway, and South❖cst 19th r .►')Street. � 4 '3 7•f-3) 1 I. Purpose.Grantee shall have the r'rm rn corotr'ic•.'renal.',maintain.:tow.replace and enlarge an anu•rtp•tund electric trensm,aston anti/or distribution is-tem upon and under 'he Right.eloNev together with all necessary or convenient ep- ' I purtenanees therefor.which may include hilt are not limited to the following:underground conduits.cahles vmmuniotlon - t lines:vaults.manholes.swatches and transformers:and wmi•hurted or ground mounted fanlili es.Fellowine'he initial con- gtntcnnn of its realities.Grantee may from time to time construct such additional(sctlines as it may require. •Y Access.Grantee shall have the right 'f access•n the RigMaf.•Vac over and arson the Property'to enable grantee:a neer• rise its rithts hereunder.provided.:het Grantee ahad compensate Grantor for any riamare'n.tit Property nuwd by:he eser- am of said right of access. irl 1. Oheinteians:lsndaayping.':r'no-.-+ass f•:nm hire'n'tune rennet'reel 'a,h.', in„her.thatrur•ens .nh,n the Right_ n(.'d'.t. .,nil may'reel tail erarb•the.teht-nf•Was •n'he,•went rrasonnhl. n.trs,ary'o-arts nut 'he r lrNaaee set forth to panRanh I her'•nf provided.!het follnwant any such work 'grantee,Hall -n'he••.•ent•ealnnahis rracocanle restore ih. Right.'.Wass•n'he rendinnn d gas,Tm..liateiv:aru'r ',a anrh •sort Folio..•ee'he.naadai,on too 'grantee a'inalertero and fatalities,Cronin,mar vndertaar Inv nrhe arsv lmnruyementi"whys lan,ls.aarne of the rat/hint:'Nor 7ro.itl.•i!hat co trees tar other plants ahad tie placed 'ht•n•nn 'omen .su.tid he 'inr'LNn.ahl.' eap.naise or .mprac'ir.31 for Grant.-'o remove and I- nytere i r 1. Granter a Use of Rld'mtof-''Van.'::an.•'r a.:r.ea '••••rn, .a tie-be Qty. nl'.`.Is`•r to, '-^.t' -renstst.nl,ath i 'h.rights h...e.n wmt.,1.:ros'A'•'1 'n.,,'',.r",r.nail e,,inn. •••3r-aa.nta,n any..•a.l ni^r •i'`r-.•....'•ire on'he A i ant• I n(.'.Vav,when•,nn,ti'nterf.rr•."h . rr.•ar••('',,•''en',ne•n'n rooted''hv,n I:rhea ..Inn-t'ry ,r `tm•r!arm n,non- .711111.11 my rsr••ngang.r,r.•Iir•to a sneer••'•,sane f:•,.:':.. nil'rat en•,I.tatlre an.ol',.•'rsr• „ .I.;. ' ..•• ,i'he Riehiof. :liar I. Indemruw..h a,xeoone anti• :er-'lee -a•tmm.e' :rir••.car..s'a,rdetonti-. in.:" :•f^at-t.•w ::an'nr from.in' and all claims for tnsurtes andicr':arneaes awl•r.d ha any cer.nn..nice may be cot::seu by t;:wee••.••'ts.of.he r'enu hereto:ranted: ^^wtded 'rat t:rant•n snail cot ^. •etponathle'o';rcntnr'or ins n.cr•,•a c-:rsr :an.aces'n in, person f -,used 'IV .tots •r nmisait,ru of chanter / thandantn.nt -tie..gnus•„•r•,n ..... ....I-..I. n ..•-•n•:•.1.., a•.•:•'.e .. , ,, . a , ..1 .'.,l ..,, ... , .. , tees^au,...v• n .r r.. ., a r rat,: t I' . ....a•.:in r •,t' o t,• rat, ,-,-t "a.l ,.. ,. , ,, .•,... t •t•'.n t .-. . '. .r t •t'Is nua,i a _ i ,y .n .. ♦n .,'t:^t, .. .. stye .. ...-. a. rY`.'tL•„t•'-Y' .. rece ss... rrx ,. . . . .. ae r• case' - ,•- - ex • s • . • •. ra - • 1 .. • • C. DATED hlaJday cot /!(vC rn/lr_v t/ 82 } a r �� GRANTOR (• METRO INDUSTRIAL DISTRICT, INCORPORATED, I a Washington _orporation, lieJ I in STATE OF WASHINGTON i SS COUNTYOF King 1 I On this day pees" app.-1,d ltefnre me Paul S. Chiad0 re me known I the Int vidual_dose" . In o who eceeuted the within and I -a.nng instrument, and Welt" . edged that he aimed the se as free an fantery et t d deed the'us►s and purposes they). me Deed j LJ i �JVEN under my hand and ezc seal this 9th�i�v9f( NOYO ?r I92 / r ... • ,,-._ f \, •ems,'/ Nolan Psldie in until for'he Slate of N)aahipttton. residing.It Spa f t•1 P \ STATE OF WASHINGTOH I SS • COUNTY OF I P On this day persnnally appeared he(nre me to me known:n lie the irulividual_described in and who!seattr.d the within and foreen,ng Instrument. and acknowledged that tufned the same as free and voluntary act and deed fur •he uses and purpoorn therein mentioned. CiVEX under an: iwnd and nflinal fell this day of •10 : ,� - � ?tinter! Public,n and for:he .itate of Washington. reaidiru as I } =)` STATE OF WASHINGTON I . 4'; ss y' COUNTYOF I • On this duv i resnally appeared before me to me known to he the individual__described in and who executed the within and!oreening instrument.and acknowledged that li venni the same.ts free and voluntary act and deed for the uses and purposes therein menUorled. (:I\F_V nn,kr ma hard And off cial seal this day of . 19 •i V„ :Ni• Y111 `Imam p•tblic in toll 'nncu Stair of'.Y un,ngton. 4101 L53 1 j '. "uv.. :a residing at — . lO.4C'C••..t tit •4 .aa f1i 16 11 it •h STATE('F wASIIlNG-T)': ' ?il •I.st ..;i1fitl • cs CORPORATE ACKNOWLEDGMENT I CAi1NTY OF ling ' On this _.2:t•I.,. .1 -:I 1Pe•*1Pr - .9 rtnrr, a.- he tndemme& personadv aopesred _ 2-3111 i '-'11 lain :ear at; ark n a,.• Lnn.sn .•.'•.• hr• ,.,,_ 7'n Si,ems. - rift ---- _ ___ :t'm>t oat x'Sv. )f - !1£�_QO_�laU.R.U\t.'Dii U'— i`1CIIP.2"R1L)_ -'1r^.•r-y neat ,.secutrd the fneeemne nutriment. • ,nil ,eknn.sI,-,',sl thr mend•nsrrnn.rnt••.In•the(tr.Intl ol•,n'its .r roil•tn.••I,d•.r-1.nrrrr.tttnn ^r'he'tsrs and purposes therein t..•ro•i, n�i n r .� •t h.0 AEI - ------- -- „.:sr, . , c•n• h• •a-.i tnvrvme-nt and :hat 'he .•..I dll•.., • ...• nr1•�rab• ',Ai ..1 ..utd rDr1,ntDuni. f •-..t - �� ,i 1 ir:.,,Il ,•.•�� ,.r..•r iL r,t �a. r. -• � ,. .. r .4. Tii: .t- ......_ _ 14; isi,.: -.7:15#. ''''''"'.:7 OFTri VII C7 171S UTILITIES /1 Y arm cart tot a al ATE m EASEMENT OW TNI3 IISTRUMEJT, aade this 12t'1 day of ,luny , 1987; • by and between Valley Office 'ndustrial Park; a Washington Corporation and -''�" Equity Valley II Venture, a Colorado General Partnership hereinafter called •Crantor(s)", and the CITY OF RENTON, A Municipal Corporation of aim ring County, Washington, hereinafter called "Grantee". r":? VITAE-METH: That said Grantor(s), for end In consideration of the sue of 111,00 (One Dollar and Ro/100th5) •:'.. paid by Grantee, and other valuable consideration do by these presents, -; grant, bargain, sell, convey, end warrant into the said Grantee, its :. ;. successors and assigns, a non-exclusive easeent for public utilities �+ n C1:3 (including water and sewer) with necessary appurtenances over, through, 11' across and upon the following described property in Ring County, "''• CD Washington, more particularly described as follo%0: 8.4 _ SANITARY SEWER EASEMENT DESCRIPTION CO The North 10 feet of Lot 2; The North 10 feet of the West 10 feet of Lot 3; .. The West 10 feet of the .^,outh 185 feet of Lot 1; All the above Lots being a part of Valley Office and Industrial - Park subdivision Mo. 2, according to the Short Plat records under the King County Recording No. 9507169002; w. !I Situate in the City of Renton, County of King, State of Washington, 87,07,28 111E146 D % .• • RECO F 7.00 CASNSL 4.+4..r7.Gv 1 m >s -( re a C t. _ L. N ':1Y — -4 -y i S,,r. e�i r h. ' • s'. Said heretofore sentioned grantee, its successors or aaalgna, ' - shall hev♦ the right, without prior notice or proceeding at law, it such thaws as may be necessary to enter upon said above described property for the per pose of constructing, maintaining, repairing, altering or reconstructing said utilities, or ■aid ng any connections therewith, without • • incurring any legal obligations or liability therefore, provided, that such • construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a ma mer that tho private improvements now or hereafter existing in the right s)-af-way in cm plianc♦ with the succeeding paragraph shall not be disturbed or damaged. • The Grantor shall fully use and enjoy the atoredescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. Rowever, the grantor shall not erect buildings or structures over, ender or across the right-of-way during the existence of such utilities. Reflection pools and appurtenant structures will be allowed in over the easement, and will not be considered a violation of this section. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assign,. Grantors covenant that th• are the lawful oaaers of the above properties and that they have a good and lawful right to execute this agreement. If a party seeks legal recourse to interpret or enforce its rights hereunder the prevailing party shall be entitled to reimbursement for all attorney's fees reasonably and actually incurred(12-, Tr Paul S. Chiado, V ci a President - Q� ice t VALLEY OFFICE 8 INDUSTRIAL PARK Counsel, V,ZLI..Y II Vat(JP.E 0 CORPORATE FORMS STATE CF UASHINGTON ) ) SS cciNTT CF RING ) IiOn this a day of t _ a , t98T,.before- are - the undo,-.igned, a Notary Public in an4Jfor the-State of Washington, duly commissioned and sworn personally appeared Paul S. Chiado to me tmown to be the Vice President of the corporation that executed the foregoing instrument, and acknowledged the said lnstrusent to be the free and •oluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath Mated that he authorized to execute the said Instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. Votary ubtic In and for the State of �- , residing at �>-- wy c is7t n expires: U —' . - •'� • S. W. 19 t h L I N D S H L . 1 PLAT CITY Of RENTON LAND NO EW-92-032-St1PL , A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022-86 ii,,tlr 1.114100i Uwe IN • • 1.0 t1p_N_106 BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF 8EC. 19, TWP 23 NORTH, RUE 5 EAST, W.U. CITY OF RENTON KING COUNTY WASHINGTON g77o99 1t e/ :a Ott i (O�H'S NOTES ��L DE9C 'T10Pi DECUfilITION OF�qRi PI AT �. I A••1.... (1✓.Ir.a •u•1 I.......•✓n✓q•wa Wass hu.0 011 u r(M.40 Mu• •.I .••r11J1n 00 r1 A.A.:Mnl W M.I.4••,r•.aJr..W/ a(.•a w nit l.(ulir •.1•+..iu. �ak��flOi[l a0 Rl LHl!i M IVMMD NIM i N _ •P1.1....1.w IarY•.n M q,..•..a•/Mr�f•rN.•/✓••• R•y p R N qM I ~��'r��rf(N qA,•�.� w y Y.... .•Ovw•1✓ •4 1M4•'1:1(it✓DIa ••.•r Y1..°•..•.( )1.••>0 C. .nr IM w••11 R.Y a `4 N.lar .(11a..1.•O1tL•1[1•q I,RO.OrLe Il.•0✓1 r1.la r tttl•41 ✓ a n I, .4r °r(/ 1•0 Witt/•.Ir q(A1n*Y w w ✓1.�..•4 I. 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M..:✓.%U•:I•..i u.:•I r1U,:✓1•11.1:n•:•:_ •o Mall r.(.a•a4 1...1 lull•U•a`r 111>•.,r•.,.•u V�11.11 1••nu rr.Al t a,.f, 1.4•61•...•IL n.l 1�.r1•IA(.0•wl,u w•n marl•I�1[)p I.. .01100 41 14n.+J T ........ Y.I Y . O r qY•. • H •Q•.•I.1 1 W•IY•i1 Yw.ca•r1 r.J A•l.•,1•.wh y•w 11 p.6u.� 0l Y1A JM 1 IR"610•O•.4Y,4 00.01 Slam 11rub w-">-•q.PSYV11�wk •.1••.. 'rt.. 6 U.r.. .NI,O 011 ww••6•q.1! r ll•. 116001.1011 K�1� m'0 0 Y N 0 R Mc N wun M•..•..•,• tan+w.r ao tar4..•o. '. •t6(1 .440 .t.1•I..411 m!...al..1/.r 0.GMIY.IID 11 p r T1M�•R•S.•pw/Ar 1(1.0 mama.4..4 M. . p Inn v .J s• .M trot, ..0.L1 w/na I. 616 Mal✓ -! 7 wlr.D.[ll�it.lpi.ar.A MOjrr•r 1•� w101 �•�•YKA .rw�11 a.r.�=,w•.✓ w..•••••M •.•1 A S. ,4 ^ N M•1•l1 r n a/'41 6 r•Y•r•• Y g ) 10.1 I -WI• t 5 .y1lJl lalt w�� y.(Y•fl.I• w•..1.MwY.. 0. - - ) s/ L•..Now(v n�cl I,IL•.•....,..i:;u�nll/ai.1..n.Si • 1g .J I W1.: L1,, ' ,.l 1 11 (10IJ0111 . a•:•%L • II,.....rYN1-.•<1•0•••n4 • .0.1h(Mla a. ---- /�/y ��1. 40 ....P.M.•Y(U••Ir4•U 6l MLJ.r•!J nl WI' 4411 4 ■ 1,1n• DECLARATION O COVENANT •�L r ..J• wYii..lf MI Ivl•11 uw.it I I ILI• -�r t �.04 MIN a.. w•.4(05 .(0411 001 10• ( Marl 0r N W w .Au r,w r1•.•a.l..•.. •M.� Co at uM•.• I. 04 11.t141 le•OMUI/IMOI`'1.�w~IM o•m n.0 w fllY+'' 11�� 1 (.v1•.n4 r qa n i•Qom.wit 01 1.lat"u".* a......•, : a... ,n a•.••n•w r.( �,11 Ir Wua.n swoon 4>K UM rW b aw.ru a(N.(aN r• t ..00✓•w 14 1..1 Ya WI%w..0(.1M a• 1 WI IY.h Of u.••1IAM Ca•I.• O M 1•ll.q ila0waaa M4I01 w4 C �, 14/16401 I. . .-w l.1 .• •u q •w ) t N W 11{alO•Y 4.4 tla0r .� .,...... ,. rJ4 4.u..:. ,:..,1D _Y!±(��l '111L1't- n. .. ... _ .4N ' .-.-. 1•.(/?1 •11a •1.0. IJ rwl __.._ ._-- �ppp�y��p, I )......,r4I.t II�:,..•.• t•yl I.In.l.l..•LLa•...•. 0/ III II.OtTIV I ROYAL& I✓.*a C7y J•I.., \ .W I I'w ✓ I1f n..•• 1.h.4D r 1// •. .• • I...)w ••••••r I..a+l I 1W• 11!ws w'n./nrw •,yy WI Cu.( •••1 ,~ 1--•"'✓ � •0 •147•,.:.V •1..••w •.•n.t�;11M• w....M ::CIO/ 1..f.w• II•h•Y ._ ..1.•• r.1..1....,w Yw.✓ 4Y 011 •.•1. , ✓l...Y 110Il l..•I,•.•1,•:• (('1 4 :. l•u._N..Ir 1•4 C.✓NW, •••I.✓q••u,a.r• 411•Iill./••/1.,I 1 •y4.lU• •Woo.A•,.0.011...i••,•••6••••Ul 6.1 aw• 0I fA - WARS i w •w M.•u J..rO•r.w.1 1...to....(.)• U1.✓qM4 rMrw`rr•>•• • ...I. •w. . 411 w••••••awltoI 10. • "'�" tah.ls r rYa.aa►� Du aa��la�� .• •.]2r. _172L�[QL7cl 4 c 7 OVERALL BOUNDARY CONTROL PLAN r�Waal ux1100 �'� �j-'� _ AND SHEET INDEX J-�•'`• --I ` ''u' .rL,4, I'-JJ-•r. • a I II lit', %•II liltllI `,IIli'YlIlII1''r 1(I<I11IIAli "+ p 11q wiI" se l ., r \\G C/S itl:i, ',No w.t toa •••.ilia "�• IIt w Iw w! - .... ... EC. 11. 2)M tt .�...w.r L.~.,....,,,1 P (� Pita. na :will.' ei:5/r1 wwi.ia'�r---116E.wu .III • - ••- 41.4'I7.,h•d►•II... • • IA' 1 /� •.� J �• Z (t:a:Sl o::: u•Q�-.�' LM.£ _ (�. 11M LWD,LLC. 1 . •. •.. .•- ct�• r/ / • 1 (4::):il tl/tl: 1,I 6R--:b It01 TWIT AYE. M i ,a44�7 •(ft•►- •.. .�,{ey// b11 •il/ty n r .• 1k...r11.•.... 1•31 "�a1 GUO tEATItF,WAiIIWUTOM 1/WI iit n•Wwr II ,-..) ;ww.a P. 001 '.f.,./... Iw.i...r...•�••N :1 M.L 1, •q.lalr _._.. _ ...1 oe nr .D Kw0 COL*T• • S.W. 19th LIND SH T PLAT L1u u N6HI1X( 1,•,L NO. LUA- o31-slw( rr.41 ff, 111m.— A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022.86 un Cf blow uo. 400")w o u -70-)w BEING A PORTION OF THE NE 1/4 OF THE 8W 1/4 OF SEC. 19, 1WP 23 NORTH, ROE 6 EAST, W.U. '' 'bat NMI i , �� CITY OF RENTON KING COUNTY WASHINGTON t I - 4 u' " , ,hu t 1/i 10.55 LE •/hft.,. / L.A. :I I h Co.: N N.M11W NI U:1 0ll h• 110.1 (Y CNLU LYJD AVENUE 6.W. °n n 11[NlcN I.O.Al11(,R / J.IIN.l ilul(U/19/Ytl 11•D 1-7 i 64�i1 CY1A s of ll Sr • 111M 04•(mom J•.,1.) M•/Y( 7._.:NOmp,...0,71:CIS . .. . - . f 011v)s • 110,64'Si gu•l _ - CAS( 001' N�71•( e6/ul• _ ••IultctYlN(n/u/6.44 Ir cnl a RlhlLw ' i.8 UI.,II IA(0(444 PU —"- --_._ _-. __•;.0 \ '.•` Rif I.0 12021603.Yti • ____ '11/ �• Ulf lu'_e. 501 II • I— le,u weue -1yy1my Is)6! / ("tut 1i MI'I{YN „I.Tj I - /.�_�''.. I- -- •• -_. - - _-- I4:fLIN1 YIN NI( 4.1. ht. tu..A'N4 K1111 I41114NI- _I _ - �; :( ISII NJi( e. L l 11 1 Y I. 1 14641u1 ( I I.t rAC1C No•nl•(s1 elu I ` o 0 1.NQlNfAol..O co..N..c rnws 1 l leo)4, - 16,77 -- \. •/.e. I 004 M WI KC ..300 Cj I lel0 i �.Ieu1 1750 «"/�5 A A. I 2 A li, l-, 3 • " • L.OT 3 •• ii LOT 2 LOT 1 i i • AREA- 65,823 SF. AREA - 65,802 SF. ' AREA - 64,510 SF. ,_ li� "I 151 ACHES • 151 ACRES 148 ACF8 �J _.. � , �. L .. ' it 1u 4I 1. x -• - , c11 O ! • • • . I'IM I •I.,1.111./.IN , 6 1•.111 I•SI LI.II YlN II' .•U 61111,J1/• 10' UIUIY 1/JIIJINI Y(R_ IOC .0 170/261644 if' IIY 04 N1h1I.N- • R(PUC(0 Ni NIC hp 11111111 (ASI ul III YIN e1 1 011 1 6 54 I,w t etc NJ 1IrIaipi, ( ... _ — -- Io,I) 1.____:—. Ie/le • I 1 0Ju•25. w e/u Ilw SEE SIfET 3 .2 I 1 • un...146. .,1•,,..I• /• :II ..I.p, O.IA......NI _.. ' • , •.1 J..: : . •1,.' • I/ Ih.L �•� ,•49�� G1{AO L1...., Nu.YL •.i11. 1•La .,I r. •:I )•r P Q, I11.I, /041. ..111u1 ;I',Irl Y�• ``,, `S 6tt- N• VI 6,Y V4 sic is. I lle1,ROE, w 1, : I. 1 a •ski .• Z e1b1 MA hbJl: Or11/Y1 1.^•�,a •.III 1 le:.t:,l �,c: IA. IxNek _ o.l.l c. n1.,, Iwo fwsr Ave w jute eoo O . L 1,1 i1•� ,r d..-.Luy- �eATTlle, MAGI W.Qi(NI I -- if.. 1r..1.111•... . II.I 1140.e, Yli�l 111 ' - l.w. e'e Il. .e •� . .... t r•.4.1+, --._ - . . __.___. . -- i • L.,.:•.Mu K1Nt)COs1N1I wALfUIuI(« S.W. 19th LIND SHVriT PLAT CR(Y OF RENION LAND USF .,.... , NO. LW-97-0J2-SNPL ' mares :Air. Ir. - A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3. CITY OF RENTON SHORT PLAT NO. 022-86 CM 01" NtW1a L'(1 RECORD MO I,11, 20 7W BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 19. TWP 23 NORTH, ROE 6 EAST, W.1.1. " ". immommi. CITY OF RENTON KING COUNTY WA8HIHOTON .t I iu I.L. , u)) u „ n 1/.- Ws •/ 1- N. 1 I 1 1 ,.N,.. :II .,c,♦. .,I,, ,,,uw ref SEE SHEET 2 1 2 R u.,... ICIu.(111•H7YfIU UAL U I I l l� �/ Y LOT 3 LOT 2 11 LOT 1 • 1671/' 167 16 I _-+ I I e7r lI1 • ;, I •— I S0D11'2!-r ._. !6,!TuWI --21'Uh Y mimic.. AD q1&7%1UI41► �-�- f,J 1 • l 'NCU 67111 mil) .v. • I'lP aC ,q 67p/711144 1. 2R - a•t,,C-10 w NEC.WI 1':.'NI... ::r is'P:7 :'i .,, .-'2- 'l= .4,0.1n.S6 _ 1 R <)j .l 1 Lf. . l:r LOT 4 E i) :. AREA - 119,350 SF. t- •s• Y I 274 ACRES i•i (3 le I IL • S -I •.l•)) CwN„N'r.t SS T/:.I WIN! (xt ,..II 6 1.111I II l .... 563 dQ' - 1- S OV IY IS l in EL 1. I LOT5 co i I AREA - ri8,603 8F. =; 2.72 ACRES . 1 l', if-1. ' I t :). 27'Orr CI N(Nta----{ 1 --ht•!! CWuu.'uffl S! DIl,f7 Ulu1 NI Pt* 1 j�( 1711N (!II FJIL 6- —_- —_ ._. _ —.___I7 W'- •IC No S7P1H.�L J Sr.,?i.I l 7Z' ( • - •— T .s6n' - _. - ._ __ ...- I4100'------•i. -I.D67'---- i.i LOT 9 LOTS LOT 7 31, I I I I I LOT 6 SEE SHEET 4 I'I. IAA,: 0:3 •/ 1•,,...,, Ws.,'-11 ,h tIM N I.MM NI ♦ , '.I U u: S . .u! • ll cm,u S ,,,9 H A :a... wlJ.M. -1 ,.:n.,I,I. 1 „ .,,,,:1 Y, of, I 4'I, G Witt /... � NDW V{ DfC. IS 1.(.N 11.6E wu ' )II - r1 '0 NA'bOJ 1: /(4:41,11::2: ' 1 6 w. 0 u,to )d 1- _ .0' LLC. 3♦A It 6,02 IA, O(OMF 1106►AST AE N i ? IN.Lo "i6 Id.•. EFATTLF, WA6tUNU!UN 61101 111 -„.� u. .J ,w.. ,-1.M.. I n•.1M,r.u1'.IY ..Ih.l.t) ..4..1 au _'...---— 4 i, NINU CCNJNIT I.ADIIIN(j TUN S. W. 19th LIND SHE..iT PLAT or R(NION tS US( 40 LW-97-032-SNP' ' 1oma dr sue-- A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022-55 urr a REN1oN l w oc 4u lM !u Jvo BEING A PORTION OF THE NE 1/4 OF THE 9W 1/4 OF SEC. 19, TWP 23 NORTH, ROE 6 EAST, W.M. ... ` - CITY OF RENTON KING COUNTY WASHINGTON -I I 1 - 4t1• IM) 1 v. bll•S5 Le, •/YUNIN / iw UP CM 44n tN. 511 n(CMC w 44,wwwlNl (170709900 '.1 UJ) N • 12� I CMCU J I� ^, •II .(11Y44(II!IYi vl1 IC/ SEE SHEET 3 Jr an a R(Ull N1a4 s --T _ Rtc No 11o1oiD i1I I LOT 5 17 0a _. SW 11•I& MI,5 41 .uw - 1- I 1401r 5 OW i • I. . �. _ .15 ,1,.11 ',(h4 9 was •....,. - , ^' , Y III- 1•H14Y1 PIN •I ul Y. I 1 C 1C C 1 3 •I CJ '4 ti --1Sc 1- R I i • C ..( LOT9 LOT8 LOT7 LOT6 Y � (? i AREA A - 48.511 S F. AREA - 49,926 SF. AREA - 49,926 SF. AREA - 48,904 8F. i.J HI ACRES 115 ACRES 1.15 ACRES 1.12 ACRES $ 1.C.I i) to .Y Y ii a a, 11- 8 CC I { 1p51 I I I1o11 J I 1751 1 .� (25 W. , 1•)60 \ , 141W , 250U•1 \„ I ,. ?-Ill• 55' t4.. l/1YM)N ACC155 4.... ,. I la' POUT salvo)'u•(R . !••.I 4.l NI (SIl Null ! y ISM)IIG,I CAS(tit NI MR hi ! S,ali 1( M $I MC Nq 1211120375 I9 r I^ _ . --- 7 Jiv,' I.)te '' III40- 1500' - •'_ p7 pY ! 1.7 np I•I(Ml 141 CO' 1-*. v.l',..•! ',J:1 41. l 51)11 N 55 w .. i - bt v4 EAST VALLEY FRONTAGE ROAD Writ. u•'1 ., . 4U'•N• 11 IMIU ! ' •.I"• N[]M i.l• IUI.,:II is Iv.,., • .4 vY G11gG / 4`1-. - Q. S Ib:15 /:1,U Avl1Wl ,l/tlhi ��• NE u( SW L�, GEC. U. i 11N 0.6E,w y 1I ) C �Z 1.I N1, vlA 91)u): far l�75,97 ..•A�,u— -- �,11I « 1.•, �. 4( %4. 1�:••Ia.l l•::: "`��. 1u, 1.W. IOq 11N 0,LLC .1 .. . ( - y (4:•.):t1 b7n: IAA a(J�H- MO?Will AVE N. 4:�,... :I.),, c 0 •• - •. I. Win eoo ,,,� .0 • u.a— IEATtt .. �., u.. IL.«.0 n+•. w.0 I)V.•«yu tu45� E.wAp1w01UM 11101 t;I ' 111110 COUNT,' NA1I11N(/NUN • S. W. 19th LIND SHORT PLAT A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT pi..., BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 19, TWP 23 NORTH, CITY OF RENTON KING COUNTY WASHINGTON SURVEYOR'S NOTES LEGAL 1 A /TQD TRA( LJT1J S A SONOA SET--• CONON(D EUCTRC(•C LOTS 2 NO 3 OF ary OF R7(TO( 5047r1 ALA/ ■0. 022-6o. REZOFo(D L•C[7r THEODOLITE NTH Pat 06TAMS K.LARRG AIMS RAS KLOIORG M0. 650I 166002, e-07ROS OF •bG =Aar. aks-Aw-rOt Petroncro TO E31 ails M RE1Ar7b61ir 9ET0CD4 M COHTROLLPG 1004F (1AT10M AS SKIM CIOSARLS OF NC TRAVERSE Cr tt D THOSE SPECIFIED N LAC 112-130-093 2 A RECSRD a SLR'.(T PROARfD 9Y TH6 O/TYE MO R O:RO D H VOLUME 91 Of suorwrs Ar PAL'ES 16S AFQ I E.S.,LAW RLcoreop C RL.ArRa UO2TlS9006 6 THE &A56 FOR DE BOlAOARY 000610-RADON AS 7 RpRG/ 1rCaaAU(T AO 19195 WINS ON TH6 SHOO PLAT. REFER TO 1MI SLR,EY ILK COPECK 11.0 7' FiE EeASS Ct57L ■/ 110 644,1 E?rWRJA WU& EICTU DI THE IOA (TS FOLND WAR M DoNAR -3 9e COG [.K 14/ I P STREET 9RER.�CTENS NO ncR REUTEaG• 'S TO :1E ACTUAL rt R - MOTHk WORSECT C. CA7 3.Or A . 2I' L a ULCO 'pump ryt SCT `. Kwt.mat (11/19/72) 3. LOTS t TMOIGl a, 9TC11f-A4. T3STNC LOT 2 Or S1(AT PLAT A4 022-Ts) \ ARE SUBR TO M a an{ 19a,T :HE a At7rTa4 70 NNE AECESSARY ' '. Y CUTS OPES FOR NO Fl1S FOR LRO weak( Sr A( 1T1 r !6TTH AAQ. 5a .) / c AS GRANTED BY I67761 At RELOtTD(D M r.6LA './COI rECCS0:G NARK., 620 2 1 60152 TR .ETfT JO IOC STAR A SPEC1sY LC),,T*;R AHEM / TREY RIORS NAT 9E E:mr,ED ( \\ • LOTS 9 TINIHOUCH 9. 9•Qlb&E'_ ;C isTNC LOT 3 CIF :KAI' Pt.A1 .0 022-651 •WR' -- .• :C" A API SC't TO NE RIOFf a 'HE air 7< RA,D(T0I TO NNE AECS2OART Rom-. 7- P_I1 •"-13 •ECra,r 7CX7 P,.L- '^2_go SLOPES TOR CUTS NO FILLS FOR (AST vALLET FROIRAa ROAD AS CANNED cv R6IRL►OLT RECORDED .9GER RECORDPIC KAM R 1202160151 nE RLSTR.R0(T 00 10T STATE A SPE Ci1C LDCAMAS NR. TI 2 RrCNTS NAY E E ET O • • 5 M 6A59S OF FXJlaNOS roe T16 SLRVF(T 5 wO :NU/91. AS R[pO011ID 9Y _ M any a Rp(TCN ROMrJl a:ay. s '0F.60AL THE 9AS6 OF -1 I (I - 1•GM70(TAL POSITION S Clv IIOII.MO41 b 1F91 Na01 6 A FlA! - E3 BERG EI DLDG 1, Noss DISC NTH A PEACH WAX COI A e.0 DoCRLTE POST IO&aI )AT ;I R cowl 0 45 FEET M A CAST tldl llDAaAE)rT CASE At M C0A61Ta1CTID A• NITERSLOMR a Sy 16M STREET MO 70 AMEHR•( Sal rHE Bl4S a is ^ "� EIENS•CS 6 THE 00.QtSE 6ENa•L 9CT•(D4 CDT IA 1&AAO(T AO teas - AAO OTT AO•AJ 41 .0 133 1 •A•O1 5 A T 6• 9RASS PUJ N A 0" - - ----"---- ------!-L' 600666Jft USE Al 'HE Cn•6TRLAD NIU,3 CTUI JF 57 :'A 11,011 ...1g :' NO LNO a.O61E ;7. 11E 6FJ ,4 5 10RT1• 01 2]Taf (AST. � ! - < tt J - 6 M 6ASr5 a *Irma& DATER. roe INS AA A Y 6 AVO .964 AS 8 '!► tllT t �T A . LOT 6 )}if I7. REPORTED cv M LTY a RO•Td Rr7+A•C . somas Oti•90AL THE �: _ - 1 ':I . eOM HArst 5 OTT MOAlAAO•T D0 I095. DCCRBED SA •OR 5 AOO.0 c. .+AC - .. i , M E1(AA1110N 6 :']70 FEET (7 ILA AAETERSI z ` _ - '---- L.fJT 7 ` 7 AOOREa[3 7a• HEREON IAS PtO RED Er •C-R 5417 2101 MERE �.o '" LO•' = n ;O- 3 • i 31 MOWED cv DE OTT I ROFTOI P00R t0 7AS 7.Oe1 P.Ar .4.A 'C''..": 7<Sr- FS 71.' -d5 k`::,^.:'Si.0-. Pl-t7 C=•-CS t' RTOOFER•C NO ARE 7,flrECr •O 0MA1CL EA0N LOrs ACOaGS 9(� it !E ODHrIrs4D Br M an PreOrR •0 M OCCAAN•CT 0f Ti( LOT 2 . WT a i EDT S a ONCLUSCD ON FEW LOT N :C.( CASES. 70 PROPWTY *CORM • LOT 6 I ' MOTAIE.1 HA.( NEWSF@Ra FCR OIE .01 THE ADDRESS 'HAT Itl SC USED IRL1 9E 0(Y(TOO.1 ,7• THE FLOG 1174 OF DIE JRI.E\UT. I - ., - - 6 THE •AfR M MANOR, AccESS EASE11ERTS ➢0•a OM ..ws S10eT PLAT ARE CDT 2 _�� I 1• TOEIE CREAT D *WORN DE SALE or 704 '_Ors 70RAI 01• 16 wife - LOT 0 PLAT Sc (ASotMrs 9A•. A. ,A• ..ITS Y :MO E Mc lE 90404 CPI ALL rIRVF 'JwCRS. •1415S RELOCATED 74 RIARCOCD 9Y ALL 0Aw.1ZtS OF M '.ANOS HEREM SHORT r.ATTID 4 -_.--___ --ARA6-4G i--1240.iL Acp.-Roil_______--.. _; S 6R•T52" E IaA.,:;HOH. :0 Ma•) 9 TiS 3.ORT PUT 5 iL ACT TO • 7(GARATIOM Y xiantC'r.E 1 1` CO..(H•M(TS NO -HE -ERNS No :7..or'o•5 'CAE 7 ATECONDED JOEJI LW T/99/ T :D•NO COLNTY RE RUM.[ .0 T 7 P70N QSS? \ I \ A\O I-S/i WASS 7U0 •/ aAJRJ.- PC7ER 'J 'RANT NY'TRI,AA(H.I :fA " ,i,U. A•p-C'.A.ARS I -n0 1-S/C tipASS JT•-I ■I PJp. ,ARK SET N CO< N .CwJAEHT 11 CAP. UT N CI < M ILXAEJAT JS 35T i .09' • JF '-ll C-0 .0 ACCESS '0 LIO •+E M.f ;Y Ara .A.1i r .G.O Z1 AJ. 9E y :A7 3:S A . F J :A(c D •'ul C-i. !'I•/•1;i s 7ETLAARAaD 31 A. .""Y '( ill.'.•. --( i-Y i P11.TJ1 JLL: NTERSL-FERN (11/19/9:) PES'1E1• cc'.ULPAC`(T P.47'2'. S T A '.E .AP11)t.5 ...CGS 3/1 J.J. ....t ;CILr Y.0 RE'tt1.N .. ]C-LANN.0 MERE NO -H TAAR• 2.06E`1AAf wT 3E :RU TED r',-M. ''E •.VC-ANI AREAS AE ATC•II] \ 6`ar'r 7( N!O•TLa• 1gIR.�NFJ•1 •NO I551 Si •0R '0 A30.4) '0 "i PA --it ,AA•'T1S 'POM JO u0 EAST .Au E-. RG•O :O 4-5/IC MASS PLO N Ci1C N A ,J51 wOT• IR}a1l?R :ISC 1/10/97) OVERALL BOUNDARY CONTROL PLAN AN'T SHEET INDEX -- _ - Return .-address: City Clerk's Office City of Renton 200 Mill .Avenue South Renton. WA 98055-2189 Title: UTILITIES EASEMENT Property Tax Parcel Number: 334040-3325-07 334040-3330-00 Project File 4: LL'A-97-032-SHPL f Street Intersection or Project Fame: S.W. Lind Short Plat Reference Number(s) of Documents assigned or released: Addis:oral -e'erenc_ numbers are on page Grantor(s): %7; 1. The Austin Company, an Ohio Corporation, successor by merger to Valley Office and Industrial L7 Park. Inc.. formerly Metro Industrial District. Inc.. a Washington Corporation c 1ST r OGrantee(s): �j" --��' J k -7 1. City of Renton. a Municipal Corporation �c�U•� �`4, -?t; The Grantor, as named above, for or and in consideration of mutual benefits, hereby grants. bargains, sells and delivers to the above named Grantee, the following described personal property now located at: Additional legal is on page 4 of document. (Abbreviated legal description .rfL'ST go here.) LEGAL DESCRIPTION: Legal description of property as subject to easement described on page a Lots 2 and 3 of City of Renton Short Plat No. 022-85, Recorded under Recording No. 8507169002, records of King County, Washington. as situated in Section 19, Township 23 North, Range 5 East. W.M., in the Northeast quarter of the Southwest quarter. AIEH • That said Grantor(s), for an in consideration. of mutual benefits, do by these presents. grant. bargain. sell. convey, and warrants unto the said Grantee. its successors and assigns. an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under. through. across and upon the following described property (the right-of-way) in King County. Washington. more particularly described on page 1. (or if full legal is not on page 1--Exhibit A.) For the purpose of constructing, reconstructing, installing, repairing, replacing. enlarging. operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines. together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities. Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property cover e:1 by the easement. res.ore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work. as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not, however, have the right to: a. Erect or maintain any buildings or structures within the eases;..nt: or b. Plant trees, shrubs or vegetation having deep root patterns which may cause carnage to or interfere with :he utilities to be placed within the easement by the Grantee: or c. Develop, landscape, or beautify the easement area in any way which wo'tld reasonably increase he costs :o the Grantee of restoring the easement area and any private improvements therein. d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the ) compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen 05► feet of the right-of-way. This easement shall run with the land described herein, and shall be binding upon the parties. their heirs. successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. i By this conveyance. Grantor will warrant and defend the sale hereby made unto the grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs. executors, administrators and assigns forever. IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this ' 4 day of 19 S'7, 1/1 , //JAM ,�« F;e9A oarra &rz >?-- Ai.;JA- f INDIV1DC'AL FORM OF.a C.VOWLEDG.NE.rT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence than signed this instrument and acknowledged :t to be iris;her their free iro voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: • REPRESE.VT.a TIVE FORM OF.a CKVO WLEDGi'IE.rT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know ar have satisfactory evidence that signed this instrument, on oath stated that he:she:then was;were authorized to execute the instrument and z acknowledged it as the and -,I of to be the free and voluntary act of such .7 party.'parties for the uses and purposes mentioned in this instrument. T.' Notary Public in and for the State of Washington Notary (Print) My appointment expires: .74 Dated: CORPORATE FOR_ ! OF.1CK.VORZ.EDGME.'YT Notary Seal must be within box STATE OF W.ASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that i i i 1 i an L. Sc:11A-Ifter5eck signed this instrument, on oath stated that (he!she) was authorized to execute the instrument and acknowledged it as the Vice President and .is.ric` "anar:er' of Me a,us' r Co ..o r,'/ to be the free and voluntary act of such part for the uses and purposes mentioned in the instrument. -st *� A I C/4 �.{, _ �i ..-.A._ 6 26/97 t • v *��„� Signature „if Notary Public Dated �.MO �7 Z: pj_rici Fink t ,(� A 1 Pt:nt Name ;f Notary P`1blic 1 40 \ � • tc '•. Accoinuae.^.t expires: 4-- i c 0- J_C 01 /+ • l 14 EXHIBIT 'A' LEGAL DESCRIPTION (Must be stamped by a P.E. or L.S. 22-Foot City of Renton Utility Easement Legal Description Three strips of land, being in Lots 2 and 3 of Ciry of Renton Short Plat No. 022-85, as recorded under King County Recording No. 8507169002, records of King County, Washington. being a portion of Section 19, Township 23 North, Range 5 East, W.M., described as follows: Line No. 1 A strip of land, 22 feet in width, lying II feet on each side of the following described line: BEGINNING at the Southeast corner of said Lot 2: THENCE North 89' 48' 35" West along the South line of said Lot 2, a distance of 215.18 feet to the TRUE POINT OF BEGINNING of this described line: THENCE North 00° 11' 25" East, 561.52 feet, more or less, to the North line of said Lot 2 and the terminus of this described line: �7J Line No. 2 V7 `^ A strip of land, 22 feet in width, 17 feet West and 5 feet East of the following described line: 7 BEGINNING at the Southwest corner of said Lot 3: THENCE South 89° 48' 35- East along the South line of said Lot 3, a distance of 209.84 feet to the TRUE POINT OF BEGINNING of this described line; ?d THENCE North 00' 22' 41' West, 565.75 feet. more or less, to the North line of said Lot 3 and the terminus of this described line: Line No. 3 A strip of land 22 feet in width, being in Lots 2 and 3 of said City of Renton Short Plat No. 022-85, the Northerly line of said 22-foot strip being contiguous to the North line of said Lots 2 and 3. the Westerly line being Line 1 described above and the Easterly tine being Line 2 described above. r..»" �-5' Hq,g9i�,' r?„71.4 . .4,4,,p 40.0t1i ag71,40/ ji/t4At LOOS EXPIRES aw° :' MAP EXHIBIT I i 1 ; 041, 4 . (''. :70'.: %4CR r ?J.T o'-'22.-,35 I. 1 1 0 r '1 II r —1 Q O GC NO SCALE , i I UNE 3 EX. BLDC. C. °..IDC. Q I --- L _J L J N89'3T55 E 209.18' ' 209.18' 1 N8T:o•33 it m W r 1 1` LOT 5 i LOT I 1 yam•^^•11 '! I °bS. MDcIt':SE / 2^ 561.52' LOT ' > C - LOT 2 LOT 3 _ I RQJTON SHORT PLAT 022-85 RENTCN SHORT PLAT 022=85 X L01 2 LOT t LOT 5 z UNE 2 c I $ LOT 3 a ., UNE I = i 5• 0 `-t 1 1 r--1 I-- m LOTS '1' . —i _ 22. LOT 9 �, z 1 s.1 s zo9 s4' I a _ S 39'48'25" E 6 T.P.0.8. \T.P.O.B. y UNE 1 S.W. - TH -.110-;_1 UNE 2 m J as c. i 5 ' HAR'9i i. ,, , o �-�' of w sy� ,...., ‘k 4,'S's S, r cc, ♦ /1 A`% E ✓ _ _ _ . _ . . C) c / .o • f <-s ,p 21467 a _;-,..-, i f ONa ! S �HO �` \ 71, EXPIRES 08-04-98 .11WVO.Wrr♦xVxaaerwcvmrswraNOWNw,I. .io0 .VumDer odgn.a — Scale: �GHA(JS 18215 i 2tiG AVENUE SCUTI- ,m.., BOM CO j�W• KEN T, WA ?ECG:. 6045 --,cn_Dnt, M — ,r.e_k.o _`-_ N j A '-V - - (a25)251 -3732 =a:t U Pcge MCH le r!icCl 444 V.L. _NC:NE_ NC,. '_"+0 31.}NNINC. '! /< r I .�4. iL= = '',C 7..`'.'=12NuE`iT%AL _EZ.tcE, c WI-!_'V RECORDS-)RETURN TO: Office cf the City Cerk Renton Mu ucps1 3u:lding 200 Mill Avenue South Renton,WA 98055 Occur-ant Tito (a) . (or transactions contained therein) 1. DECLARATION OF RESTRICTIVE COVMNAX73 2.2 . ".,,e First kacricai Titici : Ircc n zgr Cry 4 . Reference Number (s)(a) of Doc-„:„ efn_s asa±ie �^(.L d - \ �J 1 ` c:.. -C �.. or released: Additional numbers on e o. =st. dcc:un ea 1- (this space for ;!;fir cocs.�ry :se :,ry; Gra:tor(s) : (Last carte first, then fizz: name. and initials) Cs 1. EZ AtST:N COMPA.*IY (DZC LARAAT) r 2. 3 . 4. 5. _ Additional names c: page of dcc=e-:_ Graatee(s) : (Last nave `: _-r3t ra.:.e• and _..___a_s) 1. 2. 3. 4 . 5. _ Additional names on pace cf document nt ti Abbreviated Legal Description as follows: (i.e. lot/lock/plat or sect ion/_ownship/range/quarter/q.:ar--..e= :9 - 23N - 5E, NE SW Cot::plete lecal description is on cage T of dec-_.:.eot Assessor' s ?roperty Tax Parcel/Accox:at N ber(a) : 334043-3325-07 AN.O 334'43-3230-C 1 0 ar J C DECLARATION OF RESTRICTIVE COVENANTS LIND CORPORATE PARK THIS DECLARATION OF RESTRICTIVE COVENANTS :s made this .6 day of U14 , 1997, by THE AUSTIN COMPANY, an Ohio corporation "Declarant"). The recitals wwvhich follow incorporate the definitions set forth in Artic:e I of this Declaration. RECITALS: A. Declarant is the Owner of the Lots :crr.pr's;rg the S~cr. ='at. B. It ;s the Intention of Declarant to `urher :he rrolemertat'cn of:he Short Plat by means of the covenants, conditions, and restrictions set fort r. this Declaration. Said covenants. conditions. arc restrictions are .nter.ded :o oe ccmmer to all of the Lots -esuit:n5 ':racer the Short Plat and :o enhance arc protect the value and development potential of ail such Lots to their -r:u12I benefit. ARTICLE 1 Definitions Unless :he context other.vise scec:f;es or rect:ires. The terms defined ,n this article ! snail, as used n :his Declaration. have the meanings herein set fen.`,: 1.1 Affiliate. The term 'Affiliate' rrears. Nit resoec: to any Person, (i) any Person directly or .rdirec:Iy controlling, controlled oy. or urcer common control with such Person, (ii) any Person owning or controlling fifty percent (504.'0) or more of :he outstancing voting nterests of such Person. (iii) any officer, director, or general aar..:ter of such Person, or (iv) any Person who is an officer, director, '' general partner, trustee, or holder of fifty percent (50%) or more of the voting interests of any Person described in clauses (i) through (iii) of this sentence. For purposes of :his definition,.the term "controls." "is contrei!ed by," or "is under common control with' snail mean the possession, direct or ;ncirect, of :he power to direct or cause the direction of the maragement arc polices of a person or entity. whether through :he ownership of voting securties. by contract or �t�ervise. • 1.2 Continental. The term "Ccrt:rertai" -nears Continental N.4:115. !nc.. a'i'Jasrir5 cr corporation. 1.3 Declaration. The :err-. "Dec,arat:cr sra,! -rear. this Dec,arat'.en of Sestrctive Co':3narts. as t may from time to ::me oe amerces or suocier"er:eo. 1.4 East Parcel. Cciiec::'.ew _its ;. - 3 _rc 1.5 Lot. —re term '_;t" sra.! 'rear :re of .re areas of :he Suo!ec: - -per', demo 3S tots Thrcugr. _ on the Short ''a:. ..`e ever: re Short P'at s amerces to the effect :rat any of SUC" _ots are .:r o rec. c' "ea. area :crno!red. 1.6 Middle Parcel. Collectr..e.y. Lots 4 arC 3. 1.7 Occupant. The term "Occupant" snail mean a 'essee or licensee of an or any ether person or entity other than an Owner r 'awful possession of a Lot with the permission Owner. 1.8 Owner. The term "Owner" snail mean and refer :o any Person that is the record owner of fee simple title to any Lot. excluding any Person who holes such interest as security for the payment of an obligation, but including contract sellers and any mortgagee or other security holder in actual possession of a Lot. 1.9 Parcel. The term "Parcel" means each of the West Parcel, Middle Parcel and the East Parcel. 1.10 Person. Any individual, partnership (general or limited), corporation, trust, limited liability company or other entity. 1.11 Project. The term "Project' snail ue synonymous with the term "subject property' and shall mean the real property described on Exr,bit a ar.rexed hereto. or hereafter mace subject :o this Declaration. 1.12 Short Plat. The term "Short Plat" means the segregation approved by the City of Renton. Washington as Short Plat No. 97-032 anc recorcec .n Volume //6 of Surveys, pages Va> records of King County, Washington, arc recorced under Kr.g County Recording No. 970-709900% 1.13 Subject Property. The:err-+,"subject proper.,"snail pe synonymous with :he term "Project". 1.14 West Parcel. Collec:iveiy. Lots ', 2 and 3. ARTICLE 2 Landscaping Provisions 2.1 Interior Zones. A ten (10) foot fitericr landscape buffer between Parcel property boundaries (five (5) feet on each side of property ;ire) :s established, except where mutually agreec by adjoining Lot Owners and only for the purpose of permitting vehicular access between such Lots. Interior landscape buffer areas shall be sod berm a minimum of twenty (20) inches high from top of curbs as depicted on Exhibit C annexed hereto. 2.2 North Property Line Zone. A ten (10) foot contiguous landscape buffer ;s establisred along the north property :ire of :he P-ojec: from _.tic Avenue SW to East Vailey Frontage Road to provide a buffer bet,veen the Project arc ex;stirg oarx;nc on adjacent properties to the ncrh. The buffer areas shail be sod term a minimum of ,.vent '20.1 rcnes high from top of curbs as deo:c:ec or Exr.ibit D annexed hereto. 2.3 Perimeter Streetscaoe Zone. . :teen 'cot :ancscace Duffer aicrg out ;c streets - L.r.d Avenue SW. SW '9th Street arC =ast 'lore`/ = or:age Road. s estaoi spec. The area snail be scc per•-; .with a mir,r^um thirty 3C' rcn -ar o'er— • om :co our:: at deve:comer: -evei as dec c:ec on Exhibit _ annexed ^eretc. eX ectat entr i .re -e:. r C :e .re are -e ad per c :tints �. s Cl;�r of Renton stancares. 2.4 Landscape Material. Ail areas cen:;fTec r :`.s Sec::cn 2 shall be planted with trees a minimum of thirj ',3C) feet O.C. and 3 minimum.,m :alter of .vc arc ore-half ,2;:) rches. Trees should be uniform in appearance and pattern. City of Renton's Lar.dscace Criteria shall be met at a minimum. 2.5 Irrigation Required. The lancscapir.g areas describes n this-Artic.e 2 are to be automatically irrigated prowling ore hundred percent (100%) ir-igatien coverage. Installation and maintenance responsibility shall be (i) that of the Owner of :he Lot :o wricn sucn area(s) are adjacent with respect to the areas described in Sections 2.2 and 2:3. that of the Owner of Lot 4 with respect to the area described in Section 2.1 which separates the West Parcel and the Middle Parcel, and (iii) that of the Owner of Lot 5 with respect to the area described in Sec::en 2.1 which. separates the Midd:e Parcel and the East•Parcel ARTICLE 3 Project Signage 3.1 Locations. Ar. easement `or :ha rstailat:cn arc continues maintenance of monument signage :dentif ing the Prefect s estamisnec n the two areas deserted as :he 'Nest Signage Area" and :he 'East Signage Area' on Exhibit 3 annexes sere:o .7 3.2 West Signage Area. The Tcrurnen: rstailec .v.thin the 'Nest Sigrage Area ("West .Monument") snail satisfy the criteria shown on Exhibit _. arc snail cent;fy the Project by :he name "Lind Corporate Park". 3.2.1 Continental Sole Occupant of Improvements on West Parcel. For so long as Continental or an Affiliate(s) of Continental are the sc!e occupants of all improvements constructed and nstal!ed on the West Parcel, the Owner of the 'Nest Parcel shall nave the right to designate the names of the Prciec: Occupants ;and;er :heir :~marl brans names) displayed on the West Monument. 3.2.2 Other Occupant(s). Curing any ,oercc :hat any Person other than Continental or an Affiliate(s) of Continental occupies ail or a perion of the improvements constructed and installed on the West Parcel, the Owner of:he Micdle Parcel`shall have the right to designate the names of two (2) Project Occupants to be displayed on the 'Nest Monument :n addition to the name(s) of the Occupant(s) of the West Parcel. 3.2.3 Construction, Maintenance and Repair. The costs of constructing, maintaining and repairing :he 7 est Mcnumen: sr.a!i ce paie oy :ne C'.vrer ;f ;re Uccle Parent. 3.3 East Signage Area. The monument rstailed within :he East Signage Area '."East Monument") shall satisfy :he criteria shown on Exhibit .�. arc snail :certify the ?•ciect by the name 'L.rd Corporate ?ark". The Owner .of the Uccle Lot 'as the -en: to :isciay the -lames of two 12) Occupants of the Midcle Parcel. The East Mcnu-ten: 's for :he ceref:t .of :he Owner and Cccucants of :he Miccle Parcel. arc snail net :e _sec ..,se.ay .he "ar,e or sus; ess ::e a:,ors of :ne 2..vner or .cc.-cart of .hd East ?arcal. ARTICL_E 4 Maintenance of Common Utilities and Storm Water System 4.1 General. It is contemplated that all of the Lots comprising the Short Plat will be served by (i) a coordinated storm water drainage, detention and water quality system, and (ii) a common domestic water and fire loop system. It is further contemplated that all of :he Lots comprising the Middle Parcel and East Parcel will be served by a common sanitary sewer system. Each of such systems is referred to herein as a "Common System". 4.2 Maintenance Responsibility. The cost of maintaining, repairing and replacing the pipes, equipment and other facilities comprising each Common System shall be allocated among and paid by the Owners of those Lots served by such Common System . The proportionate share of each Lot Owner for those costs which are to be allocated among and paid pursuant to this Section 4 shall be the quotient obtained by dividing (i) the gross square footage of such Lot shown in the following table, by (ii) the gross square footage of all Lots served by such Ccmmon System: Lot Square footage Lot 1 64,510 Lot 2 65,8C2 Lot 3 65.323 Lot 4 119.359 Lot 5 118,503 Lot 5 48.'904 Lot 7 48,9225 Lot 8 49.925 Lot 9 48.5: ARTICLE 5 Miscellaneous • 5.1 Duration. These covenants snail run with the land. 5.2 Not a Public Dedication. Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Project to the general public or for the general public `or any public purpose whatsoever, it being the intention of the par.:es that this Declaration shall be strictly limited to and for the purposes herein expressed. • 5.3 Enforcement by City of Renton. Any violation or breach of these restrictive covenants may be enforced by proper legal procecures n the Superior Court of King County by either the City of Renton or any Cwner. • IN WITNESS WHEREOF. :.ec:arart -as .a_sec :his :ec.ara,:cn to ce executed as cf .re day and year `irst above written. DECLARANT: THE AUSTIN COMPANY. an Ohio corporation By: Its: VICE .t ePe P t7lST,Gcr ,(i 1.14a. STATE OF WASHINGT0iN ss. COUNTY OF KING I certify that I know or ha' ' satisfactory evidence that the cerscn appearing before me and making this acknowledgment s the person .vr.ose :rue signature appears :r this dccumert. On this 25 t,h day of .June , 1997, before me personally appeared William '_. Sc`tl a ttertec'k . to me xrcwn to be the 'I? 1 : _ _. Mgr_ of THE AUSTIN COMPANY, the corporation that executed :he .vlthlr and foregoing .rstr merit, and acknowledged the said instrument to be :he free and voluntary ac: and deed of said corporation. for :he uses and purposes :here:r mentioned, and on oath stated that ^eisre vas authorized :o execute said nstr:ment and :hat :he seal affixed, if any, is the corporate seal of said corporation. WITNESS my hard ar.c oiilc:at seal rereto affixed :he day an year first above Nr.tten. Notary Puclic n arc for :he State of W .. , residing at Ren:Cn .o t S,a� • .�; My commission expires: 3-1-01 • +MQ . Patricia J. Fink ; : _ [Type or Print Notary Namej • s I-01 c4+ .lie'`.f Some x'puny :42S;Limn EYHIBIT A DESCRIPTION OF PROJECT Lots 1 through 9 of City of Renton Short Plat No. 97-022 and recorded in Volume //S of Surveys, pages 2%05 , records of King County, Washington, and recorded under King County Recording No. 9-70 7a9'cbb Can • 0 EXHIBIT E DESCRIPTION OF MONUMENT EASEMENT AREAS West Signage Area PROPOSED SIGN LOCATION EASEMENT ON PROPOSED LOT 3 OF S.W. 19TH LIND SHORT PLAT That portion of Lot 2 of City of Renton Short Plat No. 022-35, as recorded under Recording No. 8507169002, records of King County, Washington, being a portion of the Northeast quarter of the Southwest quarter of Section 19, Township 23 North, Range 5 East. W.M., described as follows: BEGINNING at the Northwest corner of said Lot 2; THENCE South 01 ° 20' 36' West along the West fine of said Lot 2, a distance of 502.14 feet to a tangent curve concave to the East having a radius of 55,CC feet; THENCE Southeasterly along said curie and said West line of Lot 2 through a central angle of 16° 58' 47', an arc distance of 16.30 feet to the TRUE POINT OF BEGINNING; THENCE CONTINUING Southeasterly along said curie and said `Nes: line of Lot 2 through a central angle of 57° 11' 37', an arc distance of 54.90 feet; THENCE North 01 ° 20' 36' East, 37.61 feet; THENCE North 89° 48' 35' West, 37.61 feet to :he TRUE POINT OF BEGINNING. r East Signage Area PROPOSED SIGN LOCATION EASEMENT ON LOT 9 OF PROPOSED S.W. 19TH LIND SHORT PLAT - - - That portion of Lot 3 of City of Renton Short Plat Nc. 022-85, as recorded under Recording No. S507169002, records of King County, Washington, being a portion of the Northeast quarter of the Southwest quarter of Section 19, Township 23 North, Range 5 East, W.M., described as follows: BEGINNING at the Northeast corner of said Lot 3; THENCE South 0-0° 22' 41' East along the East line of said Lot 2, a distance of E13.77 feet to s tangent curve concave to the West having a rediuc of .5.00 feet; THENCE Southwesteriy along said curie through a ccntrei angle of 16' 23' 43", an arc distance or 1 5.74 feet to the TRUE POINT OF BEGINNING; THENCE CONTINUING Southwesterly along saic cure arc laic Cash lint of 'Lot 2 through a cartro, angle of 57' 46' 42", an ar:- distance of 55.46 i'eet; THENCE North 00' 22' 41 ' West, 37.77 feet; THENCE South 39' 43' 3E • East, 37.77 feat the T Pl._ POINT OF BEGINNING. r- PRCPER-•- _ y -SC: _iW v P1RK:SG AREA TOP OF CURE-1 i i ; -TCP CF CURB - = ,k` - / EXHIBIT • INTERIOR ZONE LANDSCAPING 4t3 v :xn OFT T -4. .-g'" -"*1‘4.;- 41 -;657- ' 1. I ,..... 1 , \ y 1> UNE \I k -AEITA F'�N T;NG r ,,,) I `=<,NG AREA 8 I ;MIN.' / '3� DIN. ' -Ti,P CF_C:IRS_. TOP OF CURS- ,� / ' "� OR EXISTING GRADE / > EXHIBIT NORTH ZUNE LANDSCAPING ___ 5.2i- 7 ...t :71:,-.7. -... .., %op.?5..$ UNE � Sirtt_ \ . 1 =ARK:`G AREA ‘1 z0.. .M1N. J r :--TCP OF CURE.' 1 EXHIBIT E STREETSCAPE LANDSCAPING • • 1 vJ •-Jam- •-I - - 7.2 , Mil. L�. c-, EXHIEI T F' WEST MONUMENT SIGN 7-Z]_i7 c V I O J I x EXHIBIT G EAST MONUMENT SIGN S.2 - 7 AFTER RECORDING MAIL TO: Name O' MEI N7 Y MYERS IL? Address 2-5 BATTERY STREET, 25TH .L:.CR • Ci:y/Sta:e SAN FR NCISCO, CA 94_11 A TN: GREC-C?.Y 3. Sr?AN, ES; Document Title (s) : (or crap sact_ons cc..:a_aed :herein) 1. RECI?ROCAA. EASEMENT AND PARKING - First American Title 2. • AGREEMENT • Insurance Company 3 . 4 . •w,:.. � 1ST AM-S Reference :7t.y.:.e= (s) of icc•.:::ents assigned or released: ,add_:_..aa_ .._...yers on =ace of V: , scace for :::.e -orcary ..se :r..y) occumen t Grantoe(s) : (Last name firs:, :den = name and :n__:a:s; 1. SW 19TH LIND, L.L.C. 2 . 3 . 4. 5. Add_t-_na- awes on dace of dcc•_nen: Grantee(s) : Las: name firs:, :hen firs: : a.e and initials 1. RENTON S D-0:O HOTEL COMPANY, LLC 2. RENTON GARDEN HOTEL COMPANY, LLC 3 . 4 . 5. Additional names on pace of _cc•imen: Abbreviated Legal Description as follows: section/towns +of:ansei;,tarter quarter, LCTS 4 - 9 C:='Y Cc R::TTO S Ga_ PLAT NO . =-- UNDER R=C ORD:NG `1C. Cc. ___e _ea_ desc - _s on pace __ ±cc nen__ Assessor' s Property Tax Par:el/Ac:oL: 3_4.42 -3_25 ?ND 334 4•,-.-_C NCTE: The arc-_- tn.. The s:a±.f will no: read the •den: - ie=- _ ^.the a=-_=ar. 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UI " t✓ II N 1 lb Ill111 (D III the parties with respect to :e :,.a___-_ contained in this Agreement, including, without limitation, the Purchase Agreement . This Agreement may be modified or amended in whole or in part only by a written instrument and acknowledged by Hotel , Garden and Lind, which instrument shall be duly: recorded in the Official Records of King County, Washington . j . Severability. If any provision of this Agreement shall to any extent be invalid or unenforceable, the remainder of this Agreement shall not be a" ' ed thereby. k . Governing Law. This Agreement shall be construed and governed in accordance with the laws of the State of Washington. IN WITNESS WHEREOF, this Acreer.e___ has teen duly executed as of the date first set forth above . LIND : SW 19th LIND L.L.C . , a Washington i -ted liability company By: c :7207-1 Its : HOTEL : RENTON STUDIO HOTEL COMPANY, LLC, a California limited __ability company By: Kars. K. cac' an , Its Manacer GARDEN: RENTON GARDEN HOTEL COMPANY, - a California limited liability company Karl K . ..cam , --- Its Ma nace: the parties with respect to :he ma__e_s CCn_a_ned in this Agreement, including, without limitation., the Purchase A�reemen_ . This Agreement may be modified cr amended in whole or in part only by a written instrument executed and ack..cwledaed by Hotel , Garden and Lind, which instrument sari be duly recorded in the Official Records of King County, Washington . j . Severability. I` any provision of this Agreement shall to any extent be invalid cr unenforceable, the remainder of this Agreement shall not be affected thereby. k. Governing Law. This Agreement shall be construed and governed in accordance with the laws of the State of Washington . IN WITNESS WHEREOF, this Agreement has been duly executed as of the date first set forth above . LIND : SW 19th LIND L .L .C. , a Was _nct.c^ co, can- • By: Its : HOTEL : RENTON S1'UUIO HOTEL COMPANY, LLC, a California limited ;._abili-y company By : - 7C-J Karl ._K. oag_and, Its Manage_ GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liabil• `y company BY : �G^�l �L�-. �• Zar_ K . cacl l -ts Man-cr t� L:Nr ACKNOWIE2GM7liT STATE OF WA$HINGTON COUNTY OF / � �. ) On �� - 1997, before me, L f & /� /g , a Notary P li in and for. said State, personally appeared (4 . / -'.�.(.. personally known to me (or prow to me on the basis of satisfactory evidence) to be the person (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) , and that by his/her/their signa=u=e (s) cn the instrument the person (s) , or the entity ion behalf of which the person(s) acted, executed the instrument . WITNESS my hand and official seal . DANETTE A. BRANDT Signature - C (Sea$TATE OF WASH(NGTON NOTARY—•— PUBLIC • UY CODULSSiON EXPIRES 3-08-01 HOTEL ACKNOWI_CG'-'.�=�= STATE OF CALIFORNIA COUNTY OF ) On L ' Z_ , 1997, before me, , a Notary Public in and for said State, personally appeared KARL K. HOAGLAND, III, personally known tre me (or proved to me on the basis of satisfactory evidence) to be the person+e+ whose name4= is, -a subscribed to the within instrument and acknowledged to me that hereh-e;'=h-_% executed the same in his/her/thair authorized capacity4-i-ez4 , and that by his/hcr,-'thcir signature4 or. the instrument the person4.64 , or the entity upon behalf of which the perscn s= acted, executed the instrument . w:TNESS my hand and official seal . •• DAVID tit,a; _ corm. #1 4_- CT ,•o NOTARY ?'.;e'_ , ., . .'� Signat'•r.a STATE OF CALIFORNIA COUNTY OF LC A.vi6 ) • On ?U(r` 2-# , 1997, before me, ctqvi 0 M/ k:7 _ , a Notary Public in and for said State, personally appeared KARL K. HOAGLAND, III, known_ to me (or proved to me on the basis of satisfactory evidence) to be the person r- whose name+e- is,'are subscribed to the within instrument and acknowledged to me that he/she;'_h_y executed the same in his/her/their authorized capacity;__:. , and that by his/her/their signature-=e=- en the instrument the person+&, or the entity upon behalf of which the perscn=s acted, executed the instrument . WITNESS my hand and' c:=' - �" sea_ r • .. DAVID MAROT= U Comm. # C3'»g4 C NOTARY PURL: •;•CAL:FCF` LOS.ING `�CCLN7`! k � y ,.-. Comm.Ezaros:ur•�0. •?;d S i9L.at:: e - 1 - ' ' r_ IC EjR I E.SE'AEIT . CUT P4RK;NG AREA .• ��_ -- +'•_Y• .n.T _- _ •. - TI 1 ( 1 8 �.— ♦ N I y"tr.om.arn r I i j I \ .Iv•.a a��-a , !,I I .L7;5 _,_ �r _l.,1 ;I .........., a-- --- -,1 Imo- — _ .'....�.� -'1 •1 4:4 ; rcv �=; -;I 31 _ J ==' 21 i I 1 .i .--� I , ♦.J I -1 I ` . ... .. i -2. .•1 I1 . __ '; i ' I ,, ' i I� '' • 1•a..IA wr."). /r�j• _ :I 1/ „E.,: ,,\A_.`li SiG;N- NCR II SW 19TH & LIND EXHIBIT rk, RECIPROCAL PARKING STUDIO PARKING EASEMENT AREA EASEMENTS i I E SE AEN rC R ,;i9 CUT \ I II —2L,Z, LE C I I oi _ tl s• .. _ -a" tit! ,— — rC. .— J-! '—i ?I 1 a +s \ 11' S $ • �`�:�` .. i s �� 'I I •/1'1.1 M I.I O1 I 'I - - - - - - - _— — 2P`A_NT SiGi— u Kerr SW 19TH & LIND EXHIBIT !B' RECIPROCAL PARKING LIND PARKING EASEMENT ' __ AREA EASEMENTS l OF ; L:17 FRCNTACE I /_ ____, ,r_. . _ _ _ _ _ ____ __J:.: _.: _,__,, 1.>. .� -a. '-.17,-- :L.= El Id 1 REC:PRCCAL 1 _ = _ _ IPARK NG Arc=a c. _ = _ 'I 1 g I i i i --Lea-7 I li � i r- I ' _ � , � r -- � J 0 I t ...... -. 2.7, , — - — - — _r fn. S� — - — - — _ — - -- _ -- _rx tv..trr :d / _ .. iE:-r`AENT S,GNJ MOR TM SW 19TH & LIND EXHIBIT RECIPROCAL PARKING PARKING LOT AREA " AREA EASEMENTS ' si-s,v7 l • f 1 — - - 41L1'�I. :CCE�S, .,,R� - i ��S EMENT -SCR C:.R3 ':;T 1, , 1 OFF :T. val!:"' •:FRONTAGE RD.', 1 —'---- 1 a �'. ,I. I S ...Li'5. — .11 ;I I .. Ham �7'I -' •I _ - I . a► ,... -- �,-- - i —� I ;5 CAR TEMPORARY- • _ �.� - ,• I i INTERIM RECFRCC-L \ I - y II I - — — �; -� //II 1 — I �»�n�w r.,ucp J .1 I CFtAE'4T EiGN-- M C117H SW 19TH 8& LIND EXHIBIT , RECIPROCAL. PARKING ADDITIONAL PARKING EASEMENT '' AREA EASEMENTS t 5/1b/77 Return Address: First American Title/Seartie Escrow 2101 Fourth Avenue, Suite 800 Seattle, WA 98121 ',, •ride . First.-American Title Insurance Company . DOCUMENT TITLES) ,,for transactions contained t:erein): • 1ST AM-S 1. DECLARATION OF LSE RESTRICTIONS. LIND CORPORATE PARK 3-fi~a Z%7 -42 �) �0 )--5 3 4. • Reference Number(s) of Documents assigned or released: (can page_of document(s)) Grantor(s) 1. SW 19TH LLND L.L.C: 2. RENTON STUDIO HOTEL COMPANY LLC 3. RENTON GARDEN HOTEL COMPANY LLC 4. Additional Names on page 1 of document. • Grantee(s) 1. , 3. 4. dditioral Names :n jag of'ec:ur.eat. Legal Description(abbreviated i.e. lot, block, plat or sec::cn, :owrship, range)1V�,� Lots 4 througa 9, City of Renton Short Plat No. 97-032, recording ao. q.707c ,.; p.I. 3 . King County, Washington i Additional '.ezai is on page 9 of document. Assessor's Property Tax ParceliAczauat Number 334040-3325-)'. 334040-3330-,0 The Auditor:Recorder will :ely on information provided on the form. The staff Will act read the 2.cc:bleat to :ert:v the cecuracv or :otrale:eaess of the :ado iaz 'n:ormat:cn .roe':ded herein. DECLARATION OF USE RESTRICT'ONS LIND CORPORATE PARK THIS DECLARATION OF USE RESTRICTIONS is made this day bfJ&t It 1 1997, by SW 19TH LIND L.L.C., a Washington limited liability company ("Lind"), RENTON' STUDIO HOTEL COMPANY, LLC, a California limited liability company("Studio"), and RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company ("Garden"). The recitals which fcilow incorporate the definitions set forth in Article I of this Declaration. • RECITALS: A. Lind is the Owner of the Lots corcr:s.ng the Middle Parcel. B. Studio is the Owner of Lots 3 and 7. C. Garden is the Owner of Lots 8 and 9. - . D. It is the intention of Lind and Studio to further the molementat;on of the Short Plat by means of the covenants, conditions, ane restrictions set forth .n :rile Declaration. Said covenants. conditions, and restrictions are intended to be ccmrcn to all Lots comprising the East Parcel and Middle Parcel and to enhance and protect the value and development potential of all such Lots to their mutual benefit. ARTICLE 1 • Definitions Unless the context otherwise spec-titles or requires. the terms defined in this Article I shall, as used in this Declaration, have the meanings herein set forth: 1.1 Affiliate. With respect to any Person, (i) any Person directly or indirectly controlling, controlled by. or under common control with such Person, (ii) any Person owning or controlling fifty percent (50%) or more of the outstanding • otin.g nterests of such Person, (iii) any officer, director, cr general partner of such Person, or (iv) any Person wro s an officer. director, general partner, trustee, or holder of fifty percent (50%) cr more of the voting Interests of any Person described ;n clauses (il trough. (iii) of :his sentence. For purposes of this def;nit:cr.. the term 'controls." "is controlled by." or "is under common control with" shall mean the Possession. direct or Indirect. of the power to direct cr cause the direction of the management and ooiicies of a Person or ert:^;. whether through the ownersnio of voting securities. by contract or otherwise. 1.2 Beneficiary. The term 'herefictar/ snail mean 3 ^crcagee under a Tc^gage as well as a oenefic:ari Jncer a Peed of :rust. 1.3 Declaration. The ter-- —2-ec'2'at:cr.' snail mean this Cectaraticr. of ,:se Restr:c::ers. as t may rcr•. time to time ce .merceg _, sic_ emerted. 1.4 Deed of Trust. 7he term :eec -:f sra,i "'"ear a 'mcrgage as .veil as 3 oeed of :rust. 1.5 Designated Hotel Operations. Hotel or Motel ocerations conducted under the name and in accordance with standards identical to those ocserved :n connection with those hotelsimotels operating under the name "Candlewood Suites", "Hilton Gardens' or "Doubletree Club" as of the Recordation Date, or other comparable place of establishment approved oy the Owner of the Middle Parcel. 1.6 East Parcel. Collectively, Lots 6, 7, 8 and 9. 1.7 Hotel. The term "Hotel" has the commonly understood meaning of such term. 1.8 Interim Period. The period commencing on the Recordation Cate and expiring on May 1, 2000. 1.9 Lot. The term "Lot" shall mean any one of :he areas of :he S&bject Property depicted as Lots 4 through 9 on the Short Plat. In the evert :he Short Plata amended :o :he effect :hat any of such Lots are combined, the term "Lot" shall mean :he area so :cr^o,ned. 1.10 Middle Parcel. Ccilec:iveiy, Lots 4 arc 5. 1.11 Middle Parcel Development Period. The cercc of time commencing on :he 7 Recordation Date and expiring on the earlier of (i) :he five •;5', year anniversary of the Recordation Date or (ii) the date a certificate of occu:ancy s asued .vith -escec: to :he morovemerts constructed and installed on the Middle Parcel. 1.12 Mortgage. The term 'mortgage' snail mean a Geed of trust as Nell as a mortgage. 1.13 Mortgagee. The term "mortgagee' snail mean a cenefic:ari under, or holder of, a deed or :rust as well as a mortgagee under a mortgage. 1.14 Motel. The term "Motel" nas the commonly :r.cerstcoc meaning of such term. 1.15 Occupant. The term "Occupant" shall mean a 'essee or licensee of an Owner, or any other person or entity other than an Owner in 'awful possession of a Lot with the permission of the Owner. 1.16 Owner. The term "Owner" shall mean and refer to any Person that is the record owner of fee simple title to any Lot, exc:udirg any Person who holCs such interest as security for the payment of an obligation, but inciuding contract sealers and any mortgagee or other security holder in actual possession of a Lot. 1.17 Parcel. The term "Parcel" :rears each :f the Middle Parcel and East Parcel. 1.18 Person. .Any nC:'i;C ai. oar.nersr•c cererai or'imited), :or:oraticn. trust. irnitec liability company or other entity. 1.19 Project. •ne term 'P•oiec: snail cc sy:enymous ..vitn :he term 'sublet: :rccem and shall mean :he real crccer i :escr'cec cr Exrib t A arnexec •hereto, or hereafter mace suolec: to :.has Declaration. 1.20 Record-Recorded-Recordation. e :er—s ' eccrd,''-ecorec." or"recordaticr' shall mean, •ti,th respect to any doc::mert. the -ecor:, t:cn of saic :ccument n the Office of :he Division of Records and Elections of K:ng Courty. 'Nasn.rc:cr. 1.21 Recordation Date. The :ate of recorCatlon of :his Declaration. 1.22 Short Plat. The term 'Short Plat" means :he segregation approved by the City of Renton, Washington as Short Plat No. 97-032 and recorded 'n Volume //5 of Surveys, pages '743 , records of King County, Washington, and recorded under King County . Recording No. 990 74999ooG 1.23 Subject Property. The term "subject property"snail be synonymous with the term "Project". 1.24 Term. The percd cornmerc,r,g cr :he Recordation Date and expiring on The thirtieth (30th) anniversary of :he Recordation Date. ARTICLE 2 Regulation of Operations and Uses •• 2.1 Permitted Uses of East Parcel. •A 2.1.1 Curing the bl:ccle Parcel Deveiccrrent Period. no Lot comonsing a oar. of the East Parcel shall be used 'cr any ourocse other than Designated Hotel Ocerations. This wr covenant may be specifically erfcrcec oursuant :o Sec::cr 3 - of :his Declaration. 2.1.2 If, curing any ocr.:cr of :he Term suosequent to the Micdle Parcel Development Period, any Lot comonsing a part of :he East Parcel ,s not used for the purpose of operating a Hotel or Motel, then the covenants arc restrc:ions set forth in Sections 2.2.1. 2.2.2. 2.3.1 and 2.3.2 shall automatically expire arc oe of nc .:rther force or effect. 2.2 Prohibited Uses of Middle Parcel. 2.2.1 Curing the interim Per:cc. no Lot comprising a par. of the Micdle Parce! shall be used for the operation of a Hotel or Motel. 2.2.2 During the Term, no Lot comprising a par, of the Middle ='arcel shall be used for the operation of a Hotel or Motel by Extended Stay of America or any Affiliate thereof as of the Recordation Date. 2.2.3 The covenants arc iiestr.ctIcr.s set'orh ;n Sections 2.2.1 and 2.2.2 of this Section 2.2 shall automatically exoire arc tie of no further force or effect unless both (i) construction of a Hotel or Motel or the East Parcel s :cmmenced not later than six (6) months following the Recordation Cate arc ii} a Hotel or Motet satisfying the definition of Desigr,atec Hotel Operations s open for ous:ress on the cast Parcel not later than Seotember 30, '998. 2.2.4 The covenants arc -estr-c::ors set 'orh n Sections 2.2.' arc 2.2.2 of this Section 2.2 snail oe r.acciicacie to the :se of a ocr.:cn of :he Midc!e Parcel 'or oar':rg :f autorrootles ancillary to the ocerat:cn of a Hotel or Motel on the East Parcel pursuant to that certain Reciprocal Easement arc Par<:rg =greener: ar:ered 'rtc between L.rc arc Studio. ARTICLE 3 General Provisions 3.1 Covenants Run With the Land. AU ccverarts. cor.citions, restrictions, and agreements herein contained are made fcr :he direct, mutual, and rec:crocal benefit of each and every Lot of the subject property; shall create mutual equitable servitudes upon earn L^t .n favor of every other Lot: shall create reciprocal rights and obligations between respective Owners and Occupants of all Lots and privity of contract and estate between all grantees of said Lots, their heirs, successors, and assigns; and shall, as to the Owner and Occupant of each Lot, his heirs, successors, and assigns, operate as covenants running with the land, for the benefit of all other Lots, except as proviced otherwise herein. 3.2 Successors and Assigns. This Declaration and the Restrictions created hereby shall inure to the benefit of and be binding upon the Owner of each Parcel and their successors and assigns; provided, however, that ;f any present or future Cwrer of any Parcel sells or assigns any portion or all of its interest in such Parcel, such Owner shall thereupon be released and discharged from any and all obligations as Owner ;n connection with the prccer y or!easehoic merest sold or assigned by 't ar:sr.g under this Declaration after the sale and conveyance cf title. 3.3 Duration. Except as otherwise proviced herein„ the term of this Ceclara::cn sra l commence on the Recordation Date and snail terminate on last pay of :he Term. 3.4 Injunctive Relief. In the event of any viciat:on or threatened violation by any Owner or Occupant of any portion of the P-ciec: of any of :he terms. covenants and :cnditicns of :his Declaration, any or all of :he Owners of the Parcels includedwithin :he Project snail have :he -:gnt :o enjoin such violation or threaterec violation in a court of competent ;ur:scic:ion. The right of njunc:icn shall be 'n addition to all other remedies set forth ;n this Declaration and all remedies avaiiacie uncer statute. taw and equity. 3.5 Modification. This Declaration may not oe modified n any respect whatsoever or rescinded, in whole or in par, except •.vith the consent of the Owners of all Lots comprising :he Subject Property, and then only by written Instrument duiy executed and ac,<ncwledged by all of the recuirec Owners and duly recorded in :he office of the Department of Records and Elections of Kng County, Washington, or its successor. No modification or rescission cf :his Cec:aration shall affect the rights of any Mortgagee or Beneficiary unless the :ienholder consents :n .writing to the modification or rescission. 3.6 Not a Public Dedication. Nothing herein contained shall be d='^led :o be a gift or dedication of any portion of the Project to the general public or fcr the general public or for any public purpose whatsoever, it being the intention of the parties that this Deciarat.,,n shall be strictly limited to and for the purposes herein expressed. 3.7 Breach Shall Not Permit Termination. 't s excressry agreed :hat no oreacr of the Declaration snail entitle any Owner to cancel. resc:rc or otherwise to terminate this ec:arat:cn. but such :imitation snail not affect •n any manner any other -tgrts :r -erhecies which such Owner may gave hereunder by reason of any breach of this Ceciaraticn. 3.3 Notices. ail not:ces to ce given oursLart tc this Dec,aration snail oe :n wr.t:rg and must be ^,,':en cv United' States or -ecistered ra i. ocstage creoaic. crocer.'i accressed to :he Owner or eacn Lot '/ name arc actresses shown on .he .hen cLrrert -eat crccert'1 tax nclis n K;r c County. Washington. 4' 3.9 Attorneys' Fees. ;r any 'egai or ec..:tacie oroceecirg for the enforcement of this Declaration or any provision hereof, whether t oe an action fcr camages, declaratory relief, or .nluhct:ve relief, or any other action, the nonsucstartiaily prevailing ;.;arty or parties shail pay the attorneys' fees of the substantially prevailing party or parties, in such reasonable amount as shall be fixed by the court in such proceedings or in a separate action brought for :hat purpose. The substantially prevailing party shall be entitled to said attorneys' fees even though said proceeding is settled prior to judgment. All remedies provided herein or at law or in equity shall be cumulative and not exclusive. 3.10 Constructive Notice and Acceptance. Every Person who now or hereafter owns, occupies, or acquires any right, title, or interest in or to any portion of the Subject Property is and shall be conclusively deemed to have consented and agreed to every covenant, condition, and restriction contained herein, whether or not any reference to this Declaration :s contained in the instrument by which such Person acquired an interest in the Subject Property. 3.11 Rights of Mortgagees. No breach of any covenant,condition, or restriction herein contained, or any enforcement thereof, shall defeat or render invalid :he lien of any mortgage or deed of trust now or hereafter executed upon the Subject Property or a ?crien thereof: provided. however, that if any portion of said property is sold under a foreclosure of any mortgage or under the provisions of any deed of trust, any purchaser at such sale and its successors and assigns shall hold any and all property so purchased subject to all of the cove,..(its, conditions, and yes:r.ct'.ors contained in this Declaration. 3.12 Captions. The cactions of ar.ic:es arc sections herein are used for convenience only and are not intended to be a part of this Declaration or in any way to define, limit. or describe :he scope and intent of the particular article or section to •vnicr :hey 'efer. 3.13 Effect of Invalidation. If any prov;s;cr of this Declaration is held to be invalid by any court, the invalidity of such provision shall not affect the 'validity of the remaining provisions hereof. IN WITNESS WHEREOF, :he parties hereto have caused this Declaration executed as of the day and year first above written. LIND: SW 19TH LIND L.L.C., a Washington :imitec 'lability company (/ si"Bi .�. N,.`i 1-vti .1- 2_, STUDIO: UDIO: RENTON STUDIO HOTEL COMPANY, LLC. a Caiifor to 'imtec :a:.iit'y comoan,/ ts: GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability comoany By: Its: STATE OF WASHINGTCN ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evicerce that :he Person aooear,ng before me and making this acknowledgment is the person whose true signature aecears on this document. On this 3rd day of July, 1997, before me personally apoeared Jeffrey A. Roush, to me known to be the Manager of SW 19TH LIND L.L.C., a Washington :limited !lability company. the limited liability company that executed the within and =oregoing nstrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited :iability company, for :he uses and purposes therein mentioned. and on oath stated that he was authorized to execute said instrument. WITNESS my hand and o :a s 1 h t affi tb cay and year first above written. /11 ....... . (7 ....4. ,,, �, Notary Public in and for the State _ �',Men `11 of Washington, residing at Wccdirville . -'' N '11 '�, My commission expires: 3-22-20CC V ' OjAt. C� ; Michael McCormack ' a ��, W: XI ; ;i ype or P-int Notary Name 'i� sa t NI i 3`� � 1 1tt1 TWA - L. "Js ;axe at '.oaana, .ear:arm, 1 v 3.9 Attorneys' Fees. r. any .egai ec. . c e :rcceecirg 'or the enforcement of :his Declaration or any provision hereof, wr.ether t oe an ac::en :cr carrages, declaratory relief, or .njunc:;ve relief, or any other action, the nonsubstantiaily prevailing party or parties shall pay the attorneys' fees of the substantially prevailing party or parties, in such reasonable amount as shall be fixed by the court in such proceedings or in a separate action brought for that purpose. The substantially prevailing party shall be entitled to said attorneys' Fees even thougn said proceeding is settled nor to judgment. All remedies provided herein or at law or ih equity shall be cumulative and not exclusive. 3.10 Constructive Notice and Acceptance. Every Person who now.or hereafter owns, occupies, or acquires any right, title, or interest in or to any portion of the Subject Property is and shall be conclusively deemed to have consented and agreed to every covenant, condition, and restriction contained herein, whether or not any reference to this Declaration is contained in the instrument by which such Person acquired an interest in the Subject Property. 3.11 Rights of Mortgagees. No breach of any covenant,condition, or restriction herein contained, or any enforcement thereof, shall defeat or render invalid :he lien of any mortgage or deed of trust now or hereafter executed upon the Suoject Property or a portion :hereof; provided, however, that if any portion of said property is sold under a foreclosure _' any mortgage or under the provisions of any deed of trust, any purchaser at such sale and its successors and assigns shall hold any and all property so purchased subject to all of the covenants, conditions, and restrictions contained in this Declaration. 3.12 Captions. The caprers of anct:es arc sections herein are used for convenience only and are not intended to be a part of this Declaration or :n any way to define, limit, or describe the scope and intent of the particular article or section to wr.ich they refer. 3.13 Effect of Invalidation. if any provision of :t.,s :.eclaration is held to be invalid by any court, the nvalidity of such provision snail not affect the validity of the remaining provisions hereof. IN WITNESS WHEREOF, :he car.ies hereto have caused :his Declaration executed as of the day and year first above written. LIND: SW 19TH LIND L.L.C.. a Washington limited 'lability company By: Its: STUDIO: RENTON STUDIO HOTEL COMPANY, LLC. a .ai forma im,t c la:'; '`/ company its • GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company Bv: �C Its: 4 STATE.OF WASHINGTON ) • ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence :hat :he person appearing before me and making this acknowledgments the person •Nhose true signature appears on this document. On this day of July, 1997, before me personally appeared , to me known to be the Manager of SW 19TH L:ND L.L.C., a Washington limited liability company, the limited liability company that executed the .vithin and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, a.c on oath stated that he was authorized to execute said ;nstn:ment. WITNESS my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: (Type or ?nnt Notary Name' Cse "Js :yce ''our a ::oral r • • STATE OF Cry;f'?:'L ) u.:o-S%u^fir°"— ) ss. COUNTY OF IG ) I certify that I know or have satisfactory evidence that the person appeanng before me and making this acknowledgment is the person whose true signature appears on this document. On this 1 day of July, 1997, personally appeared KAf t- K. 1-1046 "0 , to me known to be the Manager of RENTON STUDIC HOTEL COMPANY, LLC, a California limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and offici al hereto affixed e day and year first above written. r � � r' .� A%►I "�ti,, Not ry Public in and for the . : /J'h of ate+ .51ftsiding at . s NOTARY \ , My commission expires: ._.ir / ,I�l 7 1 ON S "s _�. CATfHQ/Ai [,1;E I a �e ct��,, DL1 LIG ; > [Type or Pnnt Notary Namej C iI 9�.1'.0`9-9h ',, , ,,,,,,,,,./.... C 1IllOFWAc - C (Use This icracc -or`ban. id i ugr f STATE OF€AL!{-prilA ) ss. COUNTY OF ' '`b I certify that I know or have satisfactory evidence that the person appeanng before me and making this acknowledgment is the person whose true signature appears on this document. µ On this I day of July, 1997, personally appeared Kid1 1.- k. &J D , to me known to be the Manager of RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and (cial seal hereto affixed the day and year first above written. dIrP.ctaIN�{y��r Notary Public in and for the tate � of c residing at S p, / ., My comet sion expires: got A q s OTC_ ./ •; r • . N CAT 1-4 2 r S cA Pu: [Type or Pnnt Notary Name] (Use was So ace!or`flour i Sa Sum, .35.' 3 EXHIBIT A DESCRIPTION OF PROJECT Lots 4 through 9 of City of Renton Short ; 'at No. 97-032 and recorded in Volume //5" of Surveys, pages u,3 , records of King County, Washington, and recorded under King County Recording No. q 70q 900� LOA •18- l11 , SIR-H, SUPPLEMENTAL NO . 1 % Mr. rr , \ r /A'\ � First American Title Insurance Company REGIONAL COMMERCIAL DIVISION 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WASHINGTON 98121-9977 COMMERCIAL TITLE OFFICER: KATHERINE I . LEICHT PHONE : (206) 728-7234 COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE : (206) 615-3257 COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE : (206) 728-7229 FAX NO . : (206) 448-6248 SUPPLEMENTAL REPORT OUR ORDER NO . 380741 YOUR LOAN/ESCROW NO . NONE TO : MARRIOTT INTERNATIONAL 601 UNION STREET, #5300 SEATTLE, WA 98101 t, ; , _ ATTN: ANDY LAYTON Gi; •, L CC : MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE, iI • DEPT 51/514 . 01 r..79N WASHINGTON, DC 20058 ATTN: PAULA MAHRENHOLZ y '�U CC : MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE, DEPT. 52/923 WASHINGTON, DC 20058 ATTN: DORTHY INGALLS CC : MARRIOTT LODGING 3130 SOUTH HARBOR BLVD . SANTA ANA, CA 92704 ATTN: BRAD URIE CC : BRIAN CAVE, LLP 2800 NORTH CENTRAL AVE, SUITE 2100 PHOENIX, AZ 85004 ATTN: DEREK L . SORENSON, ESQ THE FOLLOWING INFORMATION AFFECTS THE TITLE TO THE PROPERTY COVERED BY OUR REPORT, BUT IS NOT INTENDED TO REPRESENT A COMPLETE REPORT TO DATE : (CONTINUED) SUPPLEMENTAL NO . 1 CONT. ORDER NO . 380741 A. PARAGRAPH NO (S) . 8 AND 9 HAS BEEN AMENDED TO READ AS FOLLOWS : 8 . TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN SHORT PLAT NO. LUA-97-032-SHPL RECORDED : JULY 9, 1997 RECORDING NO . : 9707099006 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS, A COPY OF WHICH IS HERETO ATTACHED . EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT PLAT: FOR: COMMON ACCESS AFFECTS : SOUTHERLY 55 FEET 9 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED : JULY 9, 1997 RECORDING NO. : 9707090558 IN FAVOR OF : CITY OF RENTON, A MUNICIPAL CORPORATION FOR: UTILITIES AND UTILITY PIPELINES AFFECTS : EASTERLY 17 FEET OF LOT 5 , WEST 11 FEET OF LOT 4 , AND NORTH 22 FEET OF LOTS 4 AND 5 . DATED: JUNE 25 , 1998 AT 8 : 00 A.M. 4CA t" TITLE OFFICER .� \ NI t. r� � 1 wry{ First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800, Seattle, WA 98121 Phone: (206) 728-0400 or (800) 826-7718 TO: MARRIOTT INTERNATIONAL ORDER NO. 380741-5K 601 UNION STREET #5300 REF: NONE SEA17LE, WA 98101 ATTN: ANDY LAYTON Commitment For Title Insurance Cr, r. ` • J ISSUED BY J!'! 1 • . �3 First American Title Insurance Company �°. Agreement to Issue Policy FIRST AMERICAN TITLE INSURANCE COMPANY, herein called the Company,for a valuable consideration,hereby commits to issue its policy or policies of title insurance,as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A,upon payment of premiums and charges therefor, all subject to the provisions of Schedule A and B to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this Commitment or by subsequent indorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six(6)months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF,the Company has caused this Commitment to be signed and sealed,to become valid when countersigned by an authorized officer or agent of the Company,all in accordance with its By-laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." ,V First American Title Insurance Company aP -.; s � E;'• [4.BY15°342 PRESIDENT c i{l¢A E BY 91/1-A 1/( •• • ASSISTANT SECRETARY +►,y �.j 1• 1: r i y\Te' yf Page 1 First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800 Seattle, Washington 98121 (206)728-0400 / Fax (206)448-6248 Toll Free 1-800-826-7718 Order No. 380741-5K REF: NONE COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE: (206) 728-7229 COMMERCIAL TITLE OFFICER: KATHERINE I. LEICHT PHONE: (206) 728-7234 COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE: (206) 615-3257 FAX NO.: (206) 448-6248 SCHEDULE A 1. Effective date: May 26, 1998 at 7:30 A.M. 2. Owners proposed insured: MARRIOTT INTERNATIONAL, INC., A DELAWARE CORPORATION 3. Policy/policies to be issued: Amount Premium Tax Standard Owner's Coverage TO FOLLOW Easement Coverage $ 40.00 $3.44 4. A fee simple interest as to Parcel A and an easement interest as to Parcel B in the land described in this commitment is vested, at the Commitment date in: S.W. 19TH LIND L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY 5. The land referred to in this commitment is described in Schedule A-2. 6. ABBREVIATED LEGAL DESCRIPTION: Lots 4-5, SW 19TH LIND SP LUA-97-032-SHPL, Rec. 9707099006. 7. Tax Account No(s). 334040-3325-07 & 334040-3334-06 Page 2 SCHEDULE A2 Order No. 380741-5K DESCRIPTION: PARCEL A: LOTS 4 AND 5 OF S.W. 19TH LIND SHORT PLAT NO. LUA-97-032-SHPL, RECORDED UNDER RECORDING NO. 9707099006, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: EASEMENT RIGHTS GRANTED PURSUANT TO THAT CERTAIN DECLARATION OF EASEMENT GRANTED BY THE AUSTIN COMPANY, RECORDED UNDER RECORDING NO. 9707090557. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Page 3 SCHEDULE B - SECTION 1 Requirements The following requirements must be met: 1. Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. 2. Proper instrument(s)creating the estate or interest to be insured must be executed and duly filed for record. Conditions and Stipulations 1. The term "mortgage",when used herein, shall include deed of trust,trust deed,or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect,lien,encumbrance,adverse claim or other matter affecting the estate,interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company,or if the Company otherwise acquires actual knowledge of any such defect,lien, encumbrance,adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly,but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith(a)to comply with the requirements hereof,or(b)to eliminate exceptions shown in Schedule B,or(c)to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions,exclusion from coverage,and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. My claim of loss or damage,whether or not based on negligence,and which arises out of the status of the title to the estate,interest or the lien of the insured mortgage covered hereby or any action asserting such claim,shall be restricted to the provisions and Conditions and Stipulations of this Commitment. NOTE: Effective January 1, 1997,and pursuant to amendment of Washington State statutes relating to standardization of recorded documents,the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. FORMAT: Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 1/2"by 14". No attachments on pages such as stapled or taped notary seals;pressure seals must be smudged. INFORMATION ATION WHICH MUST APPEAR ON THE FIRST PAGE: Title or titles of document.If assignment or reconveyance reference to Auditor's File Number of subject deed of trust. Names of grantor(s)and grantee(s)with reference to additional names on following page(s),if any. Abbreviated legal description(lot, block,plat name or section,township,range and quarter section of quarter section for unplatted). Assessor's Tax Parcel Number(s). Return address,which may appear in the upper left hand 3"top Margin. Page 4 SCHEDULE B - SECTION 2 General Exceptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easements or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (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, whether or not the matters excepted under (a), (b), or (c) are shown by the public records; (d) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate, interest or mortgages thereon covered by this commitment. Page 5 SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS Order No. 380741-5K 1. LIEN OF ANY REAL ESTATE EXCISE SALES TAX UPON ANY SALE OF SAID PROPERTY IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF RENTON IS 1.78% ACCORDING TO THE LATEST PUBLIC NOTICE ISSUED BY THE KING COUNTY RECORDS SECTION. LEVY CODE: 2110 2. GENERAL TAXES AND SPECIAL CHARGES, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $596,800.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 334040-3325-07 CHARGES BILLED PAID UNPAID GENERAL TAX $ 7,892.76 NONE 7,892.76 DRAINAGE DIST $ 32.62 NONE 32.62 CONSERVATION $ 5.00 NONE 5.00 TOTAL NOW PAYABLE > > >$7,930.38 (IF PAYMENT IS LATE, INTEREST AND PENALTY WILL BE ADDED.) (AFFECTS LOT 4) 3. GENERAL TAXES AND SPECIAL CHARGES, IF ANY, FOR 1998. THE FIRST HALF IS DUE BY APRIL 30TH AND THE SECOND HALF BY OCTOBER 31ST. ASSESSED VALUE OF LAND: $593,000.00 ASSESSED VALUE OF IMPROVEMENTS: NONE TAX ACCOUNT NO.: 334040-3334-06 (CONTINUED) Page 6 Order No. 380741-5K CHARGES BILLED PAID UNPAID GENERAL TAX $ 7,842.50 NONE 7,842.50 DRAINAGE DIST $ 32.41 NONE 32.41 CONSERVATION $ 5.00 NONE 5.00 TOTAL NOW PAYABLE > > >$7,879.91 (IF PAYMENT IS LATE, INTEREST AND PENALTY WILL BE ADDED.) (AFFECTS LOT 5) 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: S.W. 19TH LIND L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICIARY: THE COMMERCE BANK OF WASHINGTON, N.A. ORIGINAL AMOUNT: $800,000.00 DATED: JULY 18, 1997 RECORDED: JULY 22, 1997 RECORDING NO.: 9707220229 5. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENTS ON PERSONAL PROPERTY AND RIGHTS OF TENANTS AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 6. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: NOVEMBER 17, 1982 RECORDING NO.: 8211170375 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY FOR: AN UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: SOUTH 15 FEET (CONTINUED) Page 7 Order No. 380741-5K 7. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: JULY 28, 1987 RECORDING NO.: 8707281846 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) AFFECTS: THE NORTH 10 FEET THIS EASEMENT REPLACES AND SUPERSEDES THE EASEMENT GRANTED UNDER KING COUNTY RECORDING NO. 8610311858. 8. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN SHORT PLAT NO. LUA-97-032-SHPL RECORDED: JULY 9, 1997 RECORDING NO.: 9707099006 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS, A COPY OF WHICH IS HERETO ATTACHED. EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT PLAT: FOR: UTILITIES AFFECTS: SOUTHERLY 15 FEET, EASTERLY 17 FEET, WEST 11 FEET AND NORTH 22 FEET EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT PLAT: FOR: COMMON ACCESS AFFECTS: SOUTHERLY 55 FEET 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: JULY 9, 1997 RECORDING NO.: 9707090558 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: UTILITIES AND UTILITY PIPELINES AFFECTS: SOUTHERLY 15 FEET, EASTERLY 17 FEET, WEST 11 FEET AND NORTH 22 FEET (CONTINUED) Page 8 Order No. 380741-5K 10. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS IN DECLARATION: RECORDED: JULY 9, 1997 RECORDING NO.: 9707090559 A COPY OF WHICH IS HERETO ATTACHED. 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SW 19th LIND, L.L.C. AND: RENTON STUDIO HOTEL COMPANY, L.L.C. AND RENTON GARDEN HOTEL COMPANY, L.L.C. DATED: JULY 8, 1997 RECORDED: JULY 9, 1997 RECORDING NO.: 9707090565 PURPOSE: RECIPROCAL EASEMENT AND PARKING AGREEMENT 12. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR EXCEPTIONS CONTAINED IN INSTRUMENT: FROM: SW 19TH LIND L.L.C., RENTON STUDIO HOTEL COMPANY, L.L.C. AND RENTON GARDEN HOTEL COMPANY, L.L.C. RECORDED: JULY 9, 1997 RECORDING NO.: 9707090566 Special Notes: EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST THE NAME(S) OF MARRIOTT INTERNATIONAL, INC., A DELAWARE CORPORATION, THE PROPOSED INSURED(S), ACCORDING TO THE APPLICATION FOR TITLE INSURANCE. NOTES: A. A fee will be charged upon the cancellation of this commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. (CONTINUED) Page 9 Order No. 380741-5K B. An abbreviated legal description is required by the County Auditor if the full legal description IS NOT contained on the first page of all documents to be recorded. cc: MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE DEPT 51/514.01 WASHINGTON, DC 20058 ATTN: PAULA MAHRENHOLZ cc: MARRIOTT INTERNATIONAL ONE MARRIOTT DRIVE DEPT 52/923 WASHINGTON, DC 20058 ATTN: DOROTHY INGALLS cc: MARRIOTT LODGING 3130 S HARBOR BLVD SANTA ANA, CA 92704. ATTN: BRAD URIE cc: MARTIN SMITH REAL ESTATE SERVICES 1109 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 ATTN: JEFF ROUSH cc: MARTIN SMITH REAL ESTATE SERVICES 1109 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 ATTN: STEVE KRAMER cc: MARTIN SMITH REAL ESTATE SERVICES 1109 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 ATTN: ROB MACAULAY Page 10 Fora, No. 1755 Commitment,Conditions and Stipulations COMMITMENT Conditions and Stipulations 1. The term ""mortgage," when used herein, shall include deed cf trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, ouch amendment shall no; relieVp 'he r'nmpany from liability nre'\nouSly incurred pursuant to paranranh '2 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and conditions and stipulations of this Commit nent. 00 `/`\\\• IUIUpIII111H11w11I1111w111111I1111111 III •UwIww11UU111IW w111 WUw HHlH11HIwIw1 itun' 1111111111111111MMMI 1IHIIIH111111HH11U1111HH1111111HU11 11H1HIIHwMIwMHNw11NA111 %I// , l� 'le I A M E R I E. , I = AV a a -.4.1k.`,..\.....\.#/;;;,.•' ,,r\, .4,1_1,....!..me First American Title 1 e isurance Company _ I y I ) le jO /� InnnIrumnihwlUnanlUNnunnufHI IHIn • INIIIINUUMIIUU 121122221222122211121122122112221121 MIINIHHI - ��6 I '` LIL.a _„1n - !. (Ai 7 L.,- h.:. '. - 0 12 AMER J�'l_ 10 .�3 SI reNr-;1 er-- N -c . - rfe°'"7 effiiii* '..1. )0 t:A ' ' '''.. - <; ..,z'opieitito:: „,, Art- 4: s. \li 4r :yhi„601.-'I' First American Title Insurance Company 2101 FOURTH AVENUE,SUITE 800 • SEATTLE,WASHINGTON 98121 (206)728-0400 • 1-800-826-7718 • FAX: (206) 728-7219 COPIES OF DO C U ENTS � . WHEN RECORDED RETURN TO: MICiael McCormad< Jameson Babbitt Stites & Lcmoard. P LLC. 999 Third Avenue, Suite 1900 Seact:e, Washington 98104 STATUTORY WARRANTY DEED )1ST AM-3 The GRANTOR, THE AUSTIN COMPANY, an Ohio corporation, in consideration of Ten Dollars (S10.00) and other good and valuable consideration, in hand paid, conveys and warrants to SW 19TH LIND L.L.C., a Washington ;invited liability company, the foilcwing described real estate, situated in the County of King, State of Washingtcn: O Lots 4 and 5 of S.'N. 19th Lind Short Plat No. LUA-97-032-SHPL, recorded under Recording No. 9f0�6' CCb viit P 243 O records of King County, Washington. Situate in the County of King, State of Washington. SUBJECT TO the liens, erlcumcrances anc restrictions set forth on Exhibit A annexed hereto and 5v this reference incorporated herein. DATED: July , 1997. THE AUSTIN COMPANY, an Chio corporation BY: Its: mil/ ✓f Y �. f Its: Cr �' r5r7L G C STATE OF WASHINGTON ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. On this 3 day of July, 1997, before me personally appeared �Iv,il G�• L• sal,IG r!,ec;L , to me known to be the i1.IPa,J b 7_ M1 r-. of THE AUSTIN COMPANY, the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. • Notary Public ;n and for the State of Washington, residing at JAMES C. HANKEN My commission expires: is/211Go STATE OF WASHINGTON ", 0.• iCL" NOTARY—.— PUBLIC [Type or Pnnt Notary Name] :� YY COYHISSION WIRES 1O-28-CO tCie 1-4s Spice`or Nauru'Sio Sump! �. r! EXHIBIT A Permitted Exceptions ) :BSLt:'a0t.1:5d1dMG':6&31a t) 3 EXHIBIT 'A' Order No. 344303-5 Escrow No. 392731F-CN 1. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT RECORDED NOVEMBER 17, 1982. RECORDING NO. 32111703 75, N FAVOR OF PUGET SOUND POWER AND LIGHT COMPANY. FOR AS UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, AFFECTS SOUTH 15 FEET 2. TERMS, COVENANTS, CONDITIONS .AND RESTRICTIONS AS CONTAINED IN SHORT PLAT NO. LUA-97-032-SHPL . RECORDED: JULY '' . 1997 RECORDING NO.: 9?C ac99CoG ✓/1S P 74? REFERENCE IS MADE TO SAID DOCUMENT FOR FUL:.. ?ART:CULARS, EASEMENT .AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT ?LAT FOR UTILITIES, AFFECTS THE SOUTHERLY 15 FEET. EASTERLY 17 FEET... WEST 11 FEET AND NORTH 22 FEET: : EASEMENT AS PROVIDED FOR AND/OR DELINEATED ON SAID SHORT ?TAT FOR COMMON ACCESS. AFFECTS THE SOUTHERLY 55 FEET 3. COVENANTS. CONDITIONS. RESTRICTIONS AND/OR EASEMENTS LN DECLARATION RECORDED: JULY ' . 1997 RECORDINGNO(S'.: c4�SSG 4. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT RECORDED JULY 28, 1987. RECORDING NO. 3707281846, IN FAVOR OF CITY OF RENTON. FOR PUBLIC UTILITIES tINCLUDING WATER AND SEWER). AFFECTS THE NORTH 10 FEET THIS EASEMENT REPLACES AND SUPERSEDES THE EASEMENT GRANTED UNDER KING COUNTY RECORDING NO. 8610311858. 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR UTILITIES LN FAVOR OF THE CITY OF REN T ON. RECORDED :LILY 9 . 1997, RECORDING NUMBER 9�o70'+oS�6 . AFFECTS HE _AST 11 FEET OF LOT 4 AND EAST 17 FEET OF LOT 5 6 TAXES OR ASSESSMENTS .V-7CH ARE NOT SHOWN AS EXISTING LIENS 3Y THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL ?ROPERTY OR 3Y THE PUBLIC RECORDS. 7. UN-PATENTED MINING cLA:Ms: RESERVATIONS OR EXCEPTIONS :N PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF: WATER RIGHTS. CLAIMS OR TITLE TO WATER; WIrI ,.ER OR NO; THE MATTERS ERS EXCEPTED UNDER (A). (3) OR .C, ARE SHOWN 3Y THE ?L-3L:C RECORDS: .D\ :NDLAN TRI3AL CODES OR REGULATIONS. INDLAN TREATY OR A�cR:CINA_. R CHTS. :`CLUDI`G EASEMENTS OR EQUITABLE SEAVITUDES. 8. ANY SERVICE, LNSiAL.L..ATION, CONNECTION, YL-1LVT .ANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WATER, GARBAGE OR Fr FCTRICITY. C u I C 4 v I LUA •q$ • WWI , SW -I-I , Eef (LI? TECHNICAL INFORMATION REPORT FOR S.W. 19TH LIND RENTON, WASHINGTON ti(s "‘` OUR JOB NO. 6045 k �� •, .vs. , MARCH 12, 1997 ✓�`� REVISED SEPTEMBER 9, 1997 <.) REVISED NOVEMBER 4, 1997 - - 1 f L �� ` Prepared By: r,;QN'�o� „ P BARGHAUSEN CONSULTING ENGINEERS, IN . s 1 )q° r 11^q 18215 72ND AVENUE SOUTH 28146 U` Q KENT, WASHINGTON 98032 �► �"cc�s9/oNAL N�,��' (206) 251 -6222 \ �DNAL� IEXFIF.ES 4/3/-5 •GHA(/ -71141 mr. is CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES y C�T' .G� ' TABLE OF CONTENTS 1.0 INTRODUCTION/GENERAL INFORMATION 2.0 EXISTING SITE CONDITIONS 3.0 DOWNSTREAM DRAINAGE ANALYSIS 4.0 ON-SITE DRAINAGE CONSIDERATION 5.0 STORM DRAINAGE DETENTION CALCULATIONS 6.0 RESOURCE REVIEW A. ASSESSOR'S'S MAP B. FLOODPLAIN/FLOODWAY FEMA MAP C. WETLAND INVENTORY MAP D. SENSITIVE AREA FOLIOS E. SOILS SURVEY MAP 1.0 INTRODUCTION/GENERAL INFORMATION The proposed nine-lot short plat is located in Section 19, Township 23, Range 5 East, Willamette Meridian, in the City of Renton, Washington. The site is bound by Lind Avenue S.W. to the west, S.W. 19th Street to the south, East Valley Road to the east, and existing office buildings to the north. The rectangular site is approximately 14.5 acres. The site was surveyed using NAVD, 1988 vertical datum, as reported by the City of Renton Technical Services Division, and the City of Renton Benchmark Monument No. 1895. 2.0 EXISTING SITE CONDITIONS The King County Soil Classification Guide shows the site to have a mixture of soil types. The survey indicates the site consists of the Puyallup soil group, which is a hydrologic Group B, and an urban soil group, which is a variable hydrologic group. However, this survey was done prior to the site being filled with several feet of imported material. Our site investigation reveals that the on-site soils probably are a hydrologic Group C. The site is almost fully grassed and contains small areas of light brush, but no significant trees. The topography is very flat. Some small depressions exist due to previous inconsistent fill placement. The site sits higher relative to its surroundings and, therefore, receives no off-site drainage. 3.0 DOWNSTREAM DRAINAGE ANALYSIS Storm drainage runoff from the project sheetflows from north to south and is collected at two low points along the south property line by two existing catch basins. These two catch basins are located behind the road improvement and collect runoff from the existing site. The catch basins are protected by a silt fence buffer and discharge runoff to the existing 60-inch diameter storm tightline system along S.W. 19th Street. The existing 60-inch diameter tightline system along S.W. 19th Street travels westerly toward the intersection of S.W. 19th Street and Lind Avenue S.W. (87th Avenue South). From the intersection of S.W. 19th Street and Lind Avenue S.W., the 60-inch storm drain travels due west approximately 1,100 lineal feet in a 60-inch reinforced concrete pipe system. It discharges at this point into a well defined 6- to 10-foot deep vegetated ditch that appears to be approximately 5 feet wide with 2 to 1 side slopes. At a point approximately.200 feet west, the flow enters a 60-inch corrugated metal pipe which conveys the drainage due westward approximately 100 feet into Springbrook Creek where it is discharged. 4.0 ON-SITE DRAINAGE CONSIDERATIONS The proposed short plat will contain one water quality enhancement system for the entire project. Drainage from the site will be discharged into the existing wetland across S.W. 19th Street to the south of the site, which ultimately flows into the previously mentioned 60-inch storm drainage system in S.W. 19th Street. The wetland will be used for peak rate runoff control. In addition, a wet vault located on the south property line of the site will also be used for water quality treatment. This system is described in greater detail in the following paragraphs. All site storm drainage water quality systems will meet City code and be in accordance with City standard systems or equivalent systems. 6045.006[KL/es/sm] Storm drainage construction for the first phase of the project will consist of the construction of the wet vault and outfall, as well as the storm drainage conveyance system which will provide stubs to each individual lot. When the individual lots are developed, their storm drainage systems can then tie into the provided stubs. Water quality for the entire project will be provided in the wet vault located along the south property line of the site. The vault is designed using the February 1996 draft of the King County Surface Water Design Manual, which is a method of analysis based on computer modeling using the King County Runoff Time Series (KCRTS) model. The City of Renton requires the wetpond to be 1.5 to 2 times the design surface area and volume as calculated using the 1990 KCSWDM Design Standards if a biofiltration swale does not precede it. Using the KCRTS method of design,the vault is approximately 1.53 times the surface area and 1.97 times the volume requirements of the 1990 KCSWDM. The wet vault design calculations are contained later in this report. The wetland on the property south of the project is approximately 10 acres in size. Per agreement with the City of Renton, the developer proposes to use this wetland for peak rate runoff control. An existing 24-inch pipe with a 12-inch constriction at the wetland to the south picks up wetland outflows and replaced with a 36-inch pipe to accommodate the additional drainage from the site and allow the S.W. 19th Street storm drainage to backflow into the wetland as required. Please refer to the grading and storm drainage plans for the project for additional information on the storm drainage system. 6045.006[KL/es/sm] n 4 '` ' .7 1 sr d A S6I., `_ id R `n 1,-r ,r,—, ` mom / pED6R < \" ' & S 1 2ND $ •0,... '^ ►A� i v ' es CEMETERY ti ►" N tk ,,, � !�7j�� ' 'q '90o Ili 4xi-,„, c\s....,,:,,, i jP illiklifLiemiifil '^�t Z !tun's' --__ ---_- ,.,. 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S '31ST 5T < <' W Y� .(. `in 1 :VW • ,n✓E SE 169TH L " SE MN ei "�S7 ��'. I SE 170HST fii '�. �4 ■'?< fir '� w 1 7. ' Ear' /1 _ . n6n TH x. �J r ti Q SW ?, ST - 3rTH ST s , „1,.�SE 112ND ST i' SE 72No ST, ' EN �i I 8 < 10Eg0 ,1�9, "'SE 172HD ST}' 12 1 z 515, E a 'F' `57 "gn,3a ST (. ."J 3 ST S E lrlTN 4T N. TS< } ,, s \ET 6 J 1 13 I.S 5E USN ' !!.: g,,,. yl SW 39TH ST IF �I-' E; s sT AR SE 1 s � '�' SE 176 Sr - � SW g` LIST ST II kiri 8'Mars 8 p t t i`-nR_ < ; 1 I, K .• ' - 1 E - ' - s t W E SEE 686 /rap SITE LOCATION MAP 1" = 2400' Reference: The Thomas Glade, King/Pierce/Snohomish Counties, 1996 Edition , Tr 71 4 a ::,..•-•„ •:....., . , , • , Akirk, RA ROAD Tu l�� .r?tl:irr / �I • d aI I :. . _. ° " - yet -ROE_ 1 � j '`` s., r-.1.0,,,,,, ,!.--„ I�� h. I`� g$'i )!I! A 1 No -"..ift'P---z.i-ii-bj-' \ 1 gillik /''': :.(L.mik . \'13 I L /. I I • Ii91 Golf curse I I `ifo I , ' £��I• A \F., Ur I F_ i f --._ - _ � 1 1 I A a ' 1' P ,,II EI' V' Sew. qpF2TN ' 'I , � / ? urillr. :< < e 1. gIra j1e► A7-7.77-'.."-'i•-',.. 7:-.d a .111:_:,:ii ,,,. -,„,_..... ,eD 20 i A/ . ,c , ,c ., ri.',.- -,,,,E,,E,E l.ongacreS I4---7-----. • , �—� • I O �� •. • ` Iwo :eD : •. 1r I ► _ (Ago Y` -wo.'�1„ JTrack '--- �V -- ' • — All\ — _ N4 Q I y. l O Uri � �� i • I� I I R. rvoir • I d 2 -41. So Tu . ..�� pI. 0 � � W Wo •) \glir •• • _ ' j DEM I •! �; .•I t__- 25I \*. F,z. t P '\ .r . . .-. - . �eM • 2g•, 1' �r \ 169 2°3 AgG F • i Wo • C 1 0 So :1 AgD —♦ — �l� —. -__ c1=salts. '..r�v:J.a. . _ • r _ KING COUNTY SOIL SURVEY MAP 1" = 2000' STORM DRAINAGE DETENTION CALCULATIONS G N N N N A A a N N� O O u' O O O vs on IIx R1 in RI RI RI T H 1 1 S 0,I617n»f ) A/ vr2 4err d/o /,0l12_45 770. - S 1h?/111-6va'1 JCL/ isen C,u-6eri? .Aire, 'aioaeoW 9"Irla770., 70,-/y00 /s s•1 1»(wy0/ — (}r2...c4') .-"(0 •/0 2d 0' f WATER QUALITY CALCULATIONS S/". = fiZoZ90 3 d'/243, /S -1'=, 9V'% = 0, 422a' -.Wee° -46t 91 - J s lixarwags 7,0 )tZ4 �d / acme -24 9Q 5 z OZj5L/ pc, ,6Q e G) T.-07/ !u0620 -31 7 2Z r8£ ( 'vZ)(06 s *WI _sL7 s0 9b'Z'. ?Ab" aL ...RAW,/cm Q.t14 "e9*"2 r VLL 06 7 or 0 vzo-o' _own-7 •.- 09 / z �ozsi a/s 0 254 s Co ) (9 9' e 17/ �1n00 , of X , 98> _�sn e-- (o AoL!.7_25- y friliiuy7,9213 ',0) ? 'A ape:, kf.-9/7v -414'2-4-frw/ yc317• "PlS (142. ee dO ,J77 /"' J1 ri ? d * (A.P0-_Lsoe vA7Y2/-zn.Z V6 -OteCaL5rn 710J a3'+1va _as9. ) ?9 59 'aL (q X) `74,1 ` -2.17• /.t r! •o a }/ /o'O ( d ?sea?) ti c ' 'D' u '0/ :- J ' sno7naid(l (S! �i77Y In.2AI) / ; 1)•f I 17cP7i ice aL 5/12/97 5: 5 : 52 pm Barghausen Engineers page 1 SW 19TH LIND - RENTON PRELIMINARY DETENTION CALCULATIONS 6045-PRE BASIN SUMMARY BASIN ID: WETPOND NAME: 1/3 2YR/24HR POST-DEVELOPED SBUH METHODOLOGY TOTAL AREA • 14 . 04 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 0 . 67 inches AREA. . : 3 . 25 Acres 10 . 79 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 98 . 00 TC • 18 . 10 min 8 . 70 min ABSTRACTION COEFF: 0. 20 TcReach - Sheet L: 50 . 00 ns: 0 . 1500 p2yr: 2 . 00 s: 0 . 0100 TcReach - Sheet L: 50. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0100 TcReach - Channel L: 850. 00 kc: 42 . 00 s: 0. 0020 impTcReach - Sheet L: 50. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0100 impTcReach - Channel L: 850 . 00 kc: 42 . 00 s: 0. 0020 PEAK RATE: 1. 18 cfs VOL: '46 Sac-ft TIME: 480 min STORM DRAINAGE CONVEYANCE CALCULATIONS 042.0,061iY1/ 9111_10' t/.4-2!,/(r �o OKY 7 .L-y o'd/`✓ ,99i,Yie/yd 195 yD u-fr 29 -5-r/7 7Urfa$ /10-129,6 L1 n 't 4.ca4 cAs 97rvVA nrvo QPZ 1 S7 ?X7 _57-OW ' 'A1 TrVO 1r?Y 7n71 b 7 ls'6/1 NQ 10/16/97 6 : 57 :26 pm Barghausen Engineers page 1 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID: CB01 NAME: SBUH METHODOLOGY TOTAL AREA • 0 . 31 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 28 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE: 0 . 20 cfs VOL: 0 . 08 Ac-ft TIME : 480 min BASIN ID: CB02 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 22 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 19 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 14 cfs VOL: 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB03 NAME : SBUH METHODOLOGY TOTAL AREA • 0 .24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 00 Acres 0 . 24 Acres TIME INTERVAL • 10 . 00 min CN 0 . 00 98 . 00 TC • 0 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB04 NAME: SBUH METHODOLOGY TOTAL AREA • 0 .31 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A -PERV- . IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 03 Acres 0 . 28 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 20 cfs VOL: 0 . 08 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 2 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID : CB05 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 23 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 02 Acres 0 . 21 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 15 cfs VOL: 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB06 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 18 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 02 Acres 0 . 16 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 12 cfs VOL: 0 . 05 Ac-ft TIME : 480 min BASIN ID: CB07 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 02 Acres 0 . 22 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB08 NAME: SBUH METHODOLOGY TOTAL AREA • 0 . 24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 02 Acres 0 . 22 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 3 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID : CB09 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 29 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 03 Acres 0 . 26 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 19 cfs VOL : 0 . 07 Ac-ft TIME : 480 min BASIN ID : C310 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 03 Acres 0 . 22 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 16 cfs VOL : 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB11 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 39 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 04 Acres 0 . 35 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE : 0 . 26 cfs VOL: 0 . 10 Ac-ft TIME : 480 min BASIN ID: CB12 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 00 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 00 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 0 . 00 TC 0 . 00 min 0 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 00 cfs VOL: 0 . 00 Ac-ft TIME : 0 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 4 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID: CB13 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 23 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 00 Acres 0 . 23 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 98 . 00 TC 0 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME : 480 min BASIN ID: CB14 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 38 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 04 Acres 0 . 34 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 25 cfs VOL: 0 . 10 Ac-ft TIME : 480 min BASIN ID: CB15 NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 18 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 02 Acres 0 . 16 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE : 0 . 12 cfs VOL: 0 . 05 Ac-ft TIME: 480 min BASIN ID: LOT1 NAME : SBUH METHODOLOGY TOTAL AREA • 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION 3 . 40 inches AREA. . : 0 . 30 Acres 1 . 20 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 5 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID : LOT2 NAME : SBUH METHODOLOGY TOTAL AREA • 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 30 Acres 1 . 20 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME : 480 min BASIN ID: LOT3 NAME : SBUH METHODOLOGY TOTAL AREA • 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 30 Acres 1 . 20 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME : 480 min BASIN ID : LOT6-9 NAME : SBUH METHODOLOGY TOTAL AREA • 4 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0 . 90 Acres 3 . 60 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 2 . 68 cfs VOL: 1 . 10 Ac-ft TIME : 480 min BASIN ID: LOT6/7 NAME: SBUH METHODOLOGY TOTAL AREA • 2 . 25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 45 Acres 1 . 80 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 1 . 34 cfs VOL: 0 . 55 Ac-ft TIME : 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 6 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID : LOT8/9 NAME : SBUH METHODOLOGY TOTAL AREA • 2 . 25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 45 Acres 1 . 80 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 1 . 34 cfs VOL: 0 . 55 Ac-ft TIME : 480 min BASIN ID: TRENCH-A NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 51 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0 . 00 Acres 0 . 51 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 98 . 00 TC 0 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 35 cfs VOL : 0 . 13 Ac-ft TIME : 480 min BASIN ID: TRENCH-B NAME : SBUH METHODOLOGY TOTAL AREA • 0 . 52 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION 3 .40 inches AREA. . : 0 . 00 Acres 0 . 52 Acres TIME INTERVAL 10 . 00 min CN 0 . 00 98 . 00 TC 0 . 00 min 10 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 0 . 36 cfs VOL: 0 . 14 Ac-ft TIME : 480 min 10/16/97 6 : 57 :26 pm Barghausen Engineers page 7 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 4 . 008 480 70396 cf 6 . 50 2 4 . 165 480 73029 cf 6 . 74 11 0 . 159 480 2675 cf 0 .24 12 0 . 159 480 2675 cf 0 .24 10/16/97 7 : 11 :37 pm Barghausen Engineers page 6 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. PO4 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 107 . 0000 ft s : 0 . 0021 Up invert 16 . 9700 ft down invert : 16 . 7496 ft Collection Area: 0 . 7500 Ac. Design Flow 0 . 5125 cfs Dsgn Depth: 0 . 37 ft Pipe Capacity 1 . 8895 cfs Design Vel 1 . 9402 fps Travel Time : 0 . 92 min Pipe Full Vel 2 .4690 fps PIPE REACH ID No. P05 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 50 . 0000 ft s : 0 . 0050 Up invert 17 . 0000 ft down invert : 16 . 7500 ft Collection Area: 1 . 5000 Ac . Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 . 27 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P06 From: To: Pipe Diameter: 1 .2500 ft n: 0 . 0120 Pipe Length : 166 . 0000 ft s : 0 . 0025 Up invert 16 . 7500 ft down invert : 16 . 3400 ft Collection Area: 3 . 0900 Ac. Design Flow 1 . 9552 cfs Dsgn Depth: - - - - -0 . 67 ft Pipe Capacity 3 . 7514 cfs Design Vel 2 . 9228 fps Travel Time: 0 . 95 min Pipe Full Vel 3 . 1372 fps PIPE REACH ID No. P07 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0 . 0050 Up invert 16 . 5700 ft down invert : 16 . 3400 ft Collection Area: 1 . 5000 Ac. Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 .25 min Pipe Full Vel 3 . 8466 fps 10/16/97 7 : 11 :37 pm Barghausen Engineers page 7 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P08 From: To: Pipe Diameter: 1 . 5000 ft n: 0 . 0120 Pipe Length : 160 . 0000 ft s : 0 . 0025 Up invert 16 . 3400 ft down invert : 15 . 9400 ft Collection Area: 4 . 8200 Ac. Design Flow 2 . 9989 cfs Dsgn Depth: 0 . 77 ft Pipe Capacity 6 . 1371 cfs Design Vel 3 .2688 fps Travel Time : 0 . 82 min Pipe Full Vel 3 . 5641 fps PIPE REACH ID No. P09 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0 . 0050 Up invert 16 . 1700 ft down invert : 15 . 9400 ft Collection Area: 1 . 5000 Ac . Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 . 25 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P10 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length 76 . 0000 ft s : 0 . 0025 Up invert 15 . 9400 ft down invert : 15 . 7500 ft Collection Area: 6 . 5000 Ac. Design Flow 4 . 0085 cfs Dsgn Depth: - - - -0 . 79 ft Pipe Capacity 13 .2170 cfs Design Vel 3 .4976 fps Travel Time : 0 . 36 min Pipe Full Vel 4 . 3176 fps PIPE REACH ID No. P11 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 18 . 0000 ft s : 0 . 0306 Up invert 17 . 3000 ft down invert : 16 . 7499 ft Collection Area: 0 . 2400 Ac . Design Flow 0 . 1589 cfs Dsgn Depth: 0 . 12 ft Pipe Capacity 2 .4684 cfs Design Vel 3 . 7744 fps Travel Time : 0 . 08 min Pipe Full Vel 7 . 2573 fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 8 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No . P12 From: To : Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 22 . 0000 ft s : 0 . 0250 Up invert 17 . 3000 ft down invert : 16 . 7500 ft Collection Area : 0 . 2400 Ac . Design Flow 0 . 1589 cfs Dsgn Depth: 0 . 12 ft Pipe Capacity 2 . 2326 cfs Design Vel 3 . 5131 fps Travel Time : 0 . 10 min Pipe Full Vel 6 . 5640 fps PIPE REACH ID No. P13 From: To : Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length : 115 . 0000 ft s : 0 . 0100 Up invert 18 . 6500 ft down invert : 17 . 5000 ft Collection Area : 0 . 2900 Ac . Design Flow 0 . 1905 cfs Dsgn Depth: 0 . 17 ft Pipe Capacity 1 . 4120 cfs Design Vel 2 . 6794 fps Travel Time : 0 . 72 min Pipe Full Vel 4 . 1514 fps PIPE REACH ID No. P14 From: To : Pipe Diameter : 1 . 0000 ft n: 0 . 0120 Pipe Length 40 . 0000 ft s : 0 . 0050 Up invert 17 . 7000 ft down invert : 17 . 5000 ft Collection Area : Ac . Design Flow cfs Dsgn Depth ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps PIPE REACH ID No . P15 From: To : Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 150 . 0000 ft s : 0 . 0050 Up invert 17 . 5000 ft down invert : 16 . 7500 ft Collection Area : 0 . 5400 Ac . Design Flow 0 . 3537 cfs Dsgn Depth: 0 . 24 ft Pipe Capacity 2 . 9437 cfs Design Vel 2 .4010 fps Travel Time : 1 . 04 min Pipe Full Vel 3 . 8466 fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 9 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P16 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 42 . 0000 ft s : 0 . 0050 Up invert 16 . 9600 ft down invert : 16 . 7500 ft Collection Area: Ac. Design Flow cfs Dsgn Depth: ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps PIPE REACH ID No. P17 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 134 . 0000 ft s : 0 . 0025 Up invert 16 . 7500 ft down invert : 16 .4204 ft Collection Area: 0 . 9300 AC . Design Flow 0 . 6100 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 0648 cfs Design Vel 2 . 1702 fps Travel Time : 1 . 03 min Pipe Full Vel 2 . 6981 fps PIPE REACH ID No. P18 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 44 . 0000 ft s : 0 . 0050 Up invert 16 . 6400 ft down invert : 16 .4200 ft Collection Area: 4 . 5000 Ac. Design Flow 2 . 6750 cfs Dsgn Depth: - _ __ . --0 . 80 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 9711 fps Travel Time : 0 . 18 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P19 From: To: Pipe Diameter: 1 . 5000 ft n: 0 . 0120 Pipe Length 38 . 0000 ft s : 0 . 0026 Up invert 16 .4200 ft down invert : 16 . 3201 ft Collection Area: 5 .4300 Ac . Design Flow 3 . 2850 cfs Dsgn Depth: 0 . 80 ft Pipe Capacity 6 .2946 cfs Design Vel 3 .4068 fps Travel Time: 0 . 19 min Pipe Full Vel 3 . 6556 fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 10 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P20 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 60 . 0000 ft s : 0 . 0109 Up invert 17 . 2420 ft down invert : 16 . 5898 ft Collection Area: 0 . 5200 Ac . Design Flow 0 . 3553 cfs Dsgn Depth: 0 . 23 ft Pipe Capacity 1 .4722 cfs Design Vel 3 .2931 fps Travel Time: 0 . 30 min Pipe Full Vel 4 .3282 fps PIPE REACH ID No. P21 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 123 . 0000 ft s : 0 . 0022 Up invert 16 . 5900 ft down invert : 16 . 3194 ft Collection Area: 0 . 7500 Ac. Design Flow 0 . 5125 cfs Dsgn Depth: 0 . 36 ft Pipe Capacity 1 . 9527 cfs Design Vel 1 . 9869 fps Travel Time : 1 . 03 min Pipe Full Vel 2 . 5515 fps PIPE REACH ID No. P22 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length : 152 . 0000 ft s : 0 . 0025 Up invert 16 .3200 ft down invert : 15 . 9400 ft Collection Area: 6 . 5600 Ac. Design Flow 4 . 0469 cfs Dsgn Depthi - " - - -0 . 79 ft Pipe Capacity 13 .2170 cfs Design Vel 3 . 5067 fps Travel Time : 0 . 72 min Pipe Full Vel 4 . 3176 fps PIPE REACH ID No. P23 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0 . 0050 Up invert 16 . 1700 ft down invert : 15 . 9400 ft Collection Area : Ac . Design Flow cfs Dsgn Depth: ft Pipe Capacity cfs Design Vel • fps Travel Time : min Pipe Full Vel fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 11 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P24 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length 76 . 0000 ft s : 0 . 0025 Up invert 15 . 9400 ft down invert : 15 . 7500 ft Collection Area: 6 . 7400 Ac . Design Flow 4 . 1648 cfs Dsgn Depth: 0 . 80 ft Pipe Capacity 13 .2170 cfs Design Vel 3 . 5339 fps Travel Time : 0 .36 min Pipe Full Vel 4 . 3176 fps 10/16/97 7 : 11 :29 pm Barghausen Engineers page 1 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 4 . 008 480 70396 cf 6 . 50 2 4 . 165 480 73029 cf 6 . 74 11 0 . 159 480 2675 cf 0 .24 12 0 . 159 480 2675 cf 0 . 24 10/16/97 7 : 11 : 34 pm Barghausen Engineers page 2 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach NO1 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P01 0.31 0.67 112.00 0.0100 0.0120 0.20 14.46 0.18 26.66 2.73 4.15 CB01 P02 0.53 1.00 150.00 0.0050 0.0120 0.35 11.78 0.24 24.04 2.39 3.85 CB02 Network Reach NO3 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P03 0.51 0.67 62.00 0.0044 0.0120 0.35 37.42 0.29 44.14 2.35 2.74 TRENCH-A PO4 0.75 1.00 107.00 0.0021 0.0120 0.51 27.12 0.37 36.99 1.94 2.47 CB03 Network Reach N05 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P05 1.50 1.00 50.00 0.0050 0.0120 0.89 30.29 0.39 39.27 3.11 3.85 LOT1 Network Reach N06 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft -- (cfs) ------ (ft) (fps) (fps) Confluence with Network NO1 Confluence with Network NO3 Confluence with Network N05 P06 3.09 1.25 166.00 0.0025 0.0120 1.96 52.12 0.67 53.55 2.92 3.14 CB04 Network Reach N07 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C Area ID (Ac) (ft) (ft) ft/ft (cfs) - (ft) (fps) (fps) P07 1.50 1.00 46.00 0.0050 0.0120 0.89 30.29 0.39 39.27 3.11 3.85 LOT2 Network Reach N08 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N06 Confluence with Network N07 P08 4.82 1.50 160.00 0.0025 0.0120 3.00 48.87 0.77 51.50 3.27 3.56 CB05 10/16/97 7 : 11 : 35 pm Barghausen Engineers page 3 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach N09 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P09 1.50 1.00 46.00 0.0050 0.0120 0.89 30.29 0.39 39.27 3.11 3.85 LOT3 Network Reach N10 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network NO8 Confluence with Network N09 P10 6.50 2.00 76.00 0.0025 0.0120 4.01 30.33 0.79 39.30 3.50 4.32 CB06 Network Reach N11 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P11 0.24 0.67 18.00 0.0306 0.0120 0.16 6.44 0.12 17.82 3.77 7.26 CB07 Network Reach N12 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P12 0.24 0.67 22.00 0.0250 0.0120 0.16 7.12 0.12 18.73 3.51 6.56 CB08 Network Reach N13 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P13 0.29 0.67 115.00 0.0100 0.0120 0.19 13.49 0.17 25.74 2.68 4.15 CB09 Network Reach N14 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P14 1.00 40.00 0.0050 0.0120 10/16/97 7 : 11 : 36 pm Barghausen Engineers page 4 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach N15 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N13 Confluence with Network N14 P15 0.54 1.00 150.00 0.0050 0.0120 0.35 12.02 0.24 24.28 2.40 3.85 CB10 Network Reach N16 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P16 1.00 42.00 0.0050 0.0120 Network Reach N17 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N15 Confluence with Network N16 P17 0.93 1.00 134.00 0.0025 0.0120 0.61 29.54 0.39 38.74 2.17 2.70 CB11 Network Reach N18 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P18 4.50 1.00 44.00 0.0050 0.0120 2.68 90.87 0.80 80.01 3.97 3.85 LOT6-9 Network Reach N19 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q 1 PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N17 Confluence with Network N18 P19 5.43 1.50 38.00 0.0026 0.0120 3.29 52.19 0.80 53.59 3.41 3.66 CB12 Network Reach N20 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q I PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) P20 0.52 0.67 60.00 0.0109 0.0120 0.36 24.13 0.23 34.77 3.29 4.33 TRENCH-B P21 0.75 1.00 123.00 0.0022 0.0120 0.51 26.24 0.36 36.35 1.99 2.55 CB13 10/16/97 7 : 11 : 37 pm Barghausen Engineers page 5 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY Network Reach N22 REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area ID (Ac) (ft) (ft) ft/ft (cfs) (ft) (fps) (fps) Confluence with Network N19 Confluence with Network N20 P22 6.56 2.00 152.00 0.0025 0.0120 4.05 30.62 0.79 39.50 3.51 4.32 CB14 P24 6.74 2.00 76.00 0.0025 0.0120 4.16 31.51 0.80 40.13 3.53 4.32 CB15 PIPE REACH ID No. P01 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length : 112 . 0000 ft s : 0 . 0100 Up invert 18 . 6200 ft down invert : 17 . 5000 ft Collection Area: 0 . 3100 Ac . Design Flow 0 .2042 cfs Dsgn Depth: 0 . 18 ft Pipe Capacity 1 .4120 cfs Design Vel 2 . 7329 fps Travel Time : 0 . 68 min Pipe Full Vel 4 . 1514 fps PIPE REACH ID No. P02 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length : 150 . 0000 ft s : 0 . 0050 Up invert 17 . 5000 ft down invert : 16 . 7500 ft Collection Area: 0 . 5300 Ac. Design Flow 0 .3469 cfs Dsgn Depth: 0 . 24 ft Pipe Capacity 2 . 9437 cfs Design Vel 2 .3871 fps Travel Time : - . .. . -1 . 05 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P03 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 62 . 0000 ft s : 0 . 0044 Up invert 17 .2400 ft down invert : 16 . 9703 ft Collection Area : 0 . 5100 Ac . Design Flow 0 . 3485 cfs Dsgn Depth: 0 .29 ft Pipe Capacity 0 . 9313 cfs Design Vel 2 . 3460 fps Travel Time : 0 .44 min Pipe Full Vel 2 . 7380 fps BACKWATER ANALYSIS CALCULATIONS Open Channel Flow Module , Version 3.41 (c ) 1991 Haestad Methods , Inc. * 37 Brookside Rd * Waterbury , Ct 06708 ei6ST eiptvve r,' ' S WP2s-711 n ,P/P & ?/Naii/Prai? ,oz ✓ 17.5 INFLOW CONDITIONS PIPE NO. 5 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1 ) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=0, BROAD-IJEIR=1 , SHARP-WEIR=2 ) "C 4 ENTER: QMIN, QMAX , QINCRE. PRINT-OPTION (STANDARD=1 , CONDENSED=2, EXPANDED=3 ) 4. 16 4. 16 1 1 PIPE NO. 1 : 75 LF - 24"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 20.00 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .03 ni me % L11 I/CT \ ui i ri ci i x ki_r_en nn nni TLi nn nr_ III in UHT 4. Ib I .bJ I ( .5( * .YJIG . t: .01 I . (n 1 . (n I .5t3 I .b:i yy PIPE NO. 2: 150 LF - 24"CP @ .25% OUTLET: 15.94 INLET: 16.32 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 .00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4.04 1 .31 17.63 * .012 .71 .79 1 .63 1 .63 1 .29 1 .31 .93 PIPE NO. 3: 38 LF - 18"CP @ .26% OUTLET: 16.32 INLET: 16.42 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ****************************************************************•*************** 3.28 1 .36 17.78 * .012 .70 .81 1 .31 1 .31 1 .24 1 .36 1 .01 PIPE NO. 4: 44 LF - 15°CP @ .50% OUTLET: 16.42 INLET: 16.64 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 2.67 1 .29 17. 93 * .012 .66 .66 1 .36 1 .36 1 .20 1 .29 .93 SPECIFY: R - REVISE, N - NEWJOB, F - FILE, S - STOP n BACKWATER COMPUTER PROGRAM FOR PIPES -� / /l '' 4 2 - u 'i Co/v Y 47 V'Z SPECIFY TYPE OF PIPE-DATA INPUT: K - KEYBOARD �ir S ^,, F - FILE n ENTER Ed: ]Epath]filenameE .ext ] OF PIPE-DATA FILE c:\hyd\6045-bwl .ext OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: 1 ) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. F - TW/HW DATA FILE 5 2) ENTER: TW-ELEV 17.5 INFLOW CONDITIONS PIPE NO. 5 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1 ) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=0, BROAD-WEIR=1 , SHARP-WEIR=2 ) 18.45 1 1a > ENTER: WEIR LENGTH( ft ) , HT( ft ) ABOVE OVERFLOW 120 1 2 ) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A V 3 ) SPECIFY AN UPSTREAM CHANNEL WIDTH( ft ) FOR COMPUTING A=HW*WIDTH 4 ENTER: QMIN, QMAX , QINCRE , PRINT-OPTION ( STANDARD=1 , CONDENSED=2 , EXPANDED=3 ) 4.01 4.01 1 1 PIPE NU. 1 : 76 LE - 24"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 21 .00 BEND: 90 DEG DIR/WIDTH: 4.0 Q-RATIO: .34 Q(CFS ) HW(FT ) HW ELEV. * N-FRC DC ON TW DO DE HWO HWI ******************************************************************************* 4.01 1 .65 17.59 * .012 .71 .79 1 .75 1 .75 1 .58 1 .65 .99 PIPE NO. 2: 160 LF - 18"CP @ .25% OUTLET: 15.94 INLET: 16.34 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 .00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .53 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 2.99 1 .38 17.72 * .012 .66 .78 1 .65 1 .65 1 .35 1 .38 .89 PIPE NO. 3: 166 LF - 15"CP @ .25% OUTLET: 16 .34 INLET: 16.75 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .00 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: 2.82 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1 .96 1 . 16 17.91 * .012 .56 .68 1 .38 1 .38 1 . 10 1 . 16 .79 PIPE NO. 4: 107 LF - 12"CP @ .21% OUTLET: 16.75 INLET: 16.97 INTYP: 4 JUNC NO. 4: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: .46 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* .51 .99 17.96 * .012 .30 .38 1 . 16 1 . 16 .97 .99 .41 PIPE NO. 5: 62 LF - 8"CP @ .42`/. OUTLET: 16.97 INLET: 17.23 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* .35 .80 18.03 * .012 .28 .30 .99 .99 .78 .80 .38 SPECIFY: R - REVISE , N - NEWJOB, F - FILE , S - STOP 4 ) /2,o, 3 10/100 /O4' 772- i 9Z?C D 4V A Agr S!2 2�''5-e6W //1 i72 ' RVA) r REVISION OPTIONS: 1 - PIPE/JUNC DATA 2 - OUTLET CONDITIONS 3 - INLET CONDITIONS 4 - PRINT-OUT ENTER OPTION NUMBER: 1 SPECIFY NUMBER OF PIPE/JUNC'S TO BE REVISED: 5 SPECIFY THE PIPE/JUNC "NUMBER( S )" TO BE REVISED: 0 1 3 4 INFLOW CONDITIONS PIPE NO. 5 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1 ) ENTER: OVERFLOW-ELEV , OVERFLOW-TYPE (NONE-0 , BROAD-WEIR=1 , SHARP-WEIR=2 ) so e r I 1LV 2 ) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A V 3 ) SPECIFY AN UPSTREAM CHANNEL WIDTH( ft ) FOR COMPUTING A=HW*WIDTH 4 ENTER: QMIN, QMAX , QINCRE , PRINT-OPTION (STANDARD=1 , CONDENSED=2 , EXPANDED=3 ) 4.0m14.01 1 1 PIPE NO. 1 : 76 LF - 18"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 21 .00 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .34 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4.01 1 .81 17.75 * .012 .77 .93 1 .75 1 .75 1 .66 1 .81 1 . 14 PIPE NO. 2: 160 LF - 15"CP @ .25% OUTLET: 15.94 INLET: 16.34 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 .00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .53 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 2.99 1 .76 18. 10 * .012 .70 ,89 1 .81 1 .81 1 .71 1 .76 .94 PIPE NO. 3: 166 LF - 12"CP @ .25% OUTLET: 16.34 INLET: 16.75 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .00 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: 2.82 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 1 .96 1 .90 18.65 * .012 .60 .84 1 .76 1 .76 1 .78 1 .90 .88 PIPE NO. 4: 107 LF - 12"CP @ .21% OUTLET: 16.75 INLET: 16.97 INTYP: 4 JUNC NO. 4: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 2.0 Q-RATIO: .46 Q(CFS) HW(FT) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI ******************************************************************************* .51 1 .72 18.69 * .012 .30 .38 1 .90 1 .90 1 .70 1 .72 .41 PIPE NO. 5: 62 LF - 8"CP @ .42% OUTLET: 16.97 INLET: 17.23 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* .35 1 .53 18.76 * .012 .28 .30 1 .72 1 .72 1 .51 1 .53 .38 **************** OVERFLOW ENCOUNTERED AT .35 CFS DISCHARGE ***************** ************** ACTUAL OVERFLOW MAY OCCUR AT LESS THAN .35 CFS ************** ************************** PIPE FLOW PLUS WEIR FLOW *************************** SPECIFY: R - REVISE , N - NEWJOB, F - FILE, S - STOP s i9'1159r-0441 8Y o,3i 44116e� H42 - 2.C-"Y/1 /24-�e 5 7AZcf , o14 - KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division PACT/WATFR ANAI VcTc PRf1f4RAM ieUN /v& 4 ozl/"e / -'c _s- i e?7'1 5 KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division BACKWATER ANALYSIS PROGRAM Version 4.22 1 - INFO ON THIS PROGRAM 2 - BWCHAN 3 - BWPIPE 4 - BWCULV 5 - BWBOX 6 - DATA-FILE ROUTINES 7 - RETURN TO DOS ENTER OPTION 3 BACKWATER COMPUTER PROGRAM FOR PIPES SPECIFY TYPE OF PIPE-DATA INPUT: K - KEYBOARD F - FILE f ENTER [d: ][path]filename[ .ext ) OF PIPE-DATA FILE c: \hyd\6045-bw4.ext OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: 1 ) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. F - TW/HW DATA FILE 5 2 ) ENTER: TW-ELEV 17.5 20.0 0 2 ) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A V 3 ) SPECIFY AN UPSTREAM CHANNEL WIDTH( ft ) FOR COMPUTING A=HW*WIDTH 4 ENTER: QMIN , QMAX , QINCRE , PRINT-OPTION (STANDARD=1 , CONDENSED=2 , EXPANDED=3 ) 4. 16 4. 16 1 1 PIPE NO. 1 : 75 LF - 18"CP @ .25% OUTLET: 15.75 INLET: 15.94 INTYP: 4 JUNC NO. 1 : OVERFLOW-EL: 20.00 BEND: 90 DEG DIA/WIDTH: 4.a Q-RATIO: .03 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4. 16 1 .80 17.74 * .012 .79 .95 1 .75 1 .75 1 .67 1 .80 1 . 14 PIPE NO. 2: 150 LF - 18"CP @ .25% OUTLET: 15.94 INLET: 16.32 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 21 ,00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 4.04 1 .63 17.95 * .012 .77 .93 1 .80 1 .80 1 .62 1 .63 1 .01 PIPE NO. 3: 38 LF - 15"CP @ .26% OUTLET: 16.32 INLET: 16.42 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: .23 Q(CFS ) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.28 1 .84 18.26 * .012 .74 .94 1 .63 1 .63 1 .62 1 .84 1 . 15 PIPE NO. 4: 44 LF - 12"CP @ .50% OUTLET: 16.42 INLET: 16.64 INTYP: 4 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 2.67 2.05 18.69 * .012 .71 .81 1 .84 1 .84 1 .84 2.05 1 .07 SPECIFY: R - REVISE, N - NEWJOB , F - FILE, S - STOP • • • 0 .411 . • • . .40 ' . . . 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RAINIER AVENUE • 1 Op O D 0 On ro Z �d1 NV `I ' ,3$ Z °m nOS3�N3 Ii�� W ? A ,, > > rn co TALBOT N1nO5 3�N3nd Sl�dO CREST DRIVE U+ SOUTH SHATTUCK AVENUE SOUTH a xl �- g m 1 r SWHITWORTH AVE m�=SOUTH O MORRIS AVENUE SOUTH 0 N01 N p ti MORRIS AVENUE S {�' 0 Ea o m 2 N Ati "' Ym 1 m SMITHERS AVENUES '' q 4 WILLIAMS AVENUE S \ . ,aO0d NATIONAL FLOOD INSURANCE PROGRAM iiHNATIONAL FLOOD INSURANCE PROGRAM_ 11111 FIRM FIRM FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP KING COUNTY, KING COUNTY, WASHINGTON AND WASHINGTON AND INCORPORATED AREAS INCORPORATED AREAS PANEL 979 OF 1725 PANEL 978 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: CONTAINS: COMMUNITY NUMBER PANEL SUFFIX COMMUNITY NUMBER PANEL SUFFIX KENT.CRY OF 530080 0979 F KENT.CRY OF 530080 0978 F RENTON,CITY OF 530088 0978 F KING COUNTY. < TUKWILA.CITY OF 530091 0978 F UNINCORPORATED AREAS 530071 0979 F RENTON,CITY OF 530088 0979 F j } }, / C MAP NUMBER MAP NUMBER 53033C0979 F 53033C0978 F MAP REVISED: MAP REVISED: �iCY M1V .aQG..•�.... .HAN MAY 16, 1995 ��' ,' MAY 16, 1995 W � i 'a '' �1 ______! 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Wetlands Duwamish "b" designation are included in the County Wetlands Inventory- The ons of wetlands designated 'a" have Open Water 2„7•t3 been verified on the site by a variety of 3' r� ' sources. Wetlands designated "b"are map- g 14 ped in the U.S. Fish and Wildlife Service llllllltl�iml Basin Boundaries a • , National Wetlands Inventory but their coca- Joe 5..t� tions have not been field verified. Sub-basin Boundaries "a'•'t}'• There may be gaps in the numbering se- ~'�1• quence within Individual drainage basins. tMa.,,:il!„V!..• 1 .Y ` tr- -L -. a i j ,, . ' 1 j 4;144.\.. ,' k:, , I ::A./7 ii,, .. . ,_. ..., . A,.,.r It L, ;:v. l, t 3 ai 't\ CI. 1l"a te_. , t- _'J it -�. h. f t �'.: �'F ``1., . "V• , . , , .. . 101 ,,,,,L.,..,::, .. , .. . ...,„,. .... ..,..; .:,..,,.t, . Li '. .'..,•;:',.._% ,'_.; AI ,, \ M -5 z}.-' nt µ1-rt 41..i ^(.?. G`' ., ,III 11 F i •l.: i s,1'` a1I d J (..'''.' 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' ii) ( -, '''1‘.411 linail". Duwamish See wetlands and landslide hazard maps for Seismle Hazard additional potential seismic hazard areas. ,. Wetlands and landslide areas are susceptible ` 2'•7'13. to failure during earthquakes. Other seismic .l.rea.S �C3. A.0 . hazard areas not shown on this map are shorelines underlain by lacustrine sedimeMS; ;- } .q these are susceptible to liquefaction. 1iie 1p i_611 I ...tea.........-...a. �..--.......:...•v....r ....... _.. r � A i s >,rN,' 1 ...,,i\i___,_'-'-'.i--$. .. -'1.‘.., •'."•":_'' ,;:if., It.. . Arum • 411.111._ .V" ' • tt:a, • r . . '^Irl! 1 1.1 Yf, filll r* r t I ®. �.:,�� N ' �i. s y t` \:we e . Poo ae ee 4 y • \alip-, - ]l t}' Th.% ¶:r —1 F-4. i\2aj O .`. , L-Ss:-n.,il'ii"f."7.)6, \ 1)-t-'1 \ i,Q4 f• '. 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Rs ii � a� 47mhtski,, ., - .... , ., . - .-1 . � it % l,__ ,�, 1� �,-t '� ail t�i;`� ,,; ! 1 _ poi ....t _ .1 t . fA1 _ f11K ® ` P-1 & .t, fry / -c0111....__ I' f s Y. \. • ' f.., - i. . iii.sc::. ---:::Fmarepoip.1..*-:::,...-.. pi, • .21, i ' .-"I'' ,' 0., ,,r,...terlaillilr4-7,' 110 i& '7,1•• smii-. /AM Os ',..J.:71,...-,'"t.' , -- ' • - .NO0 N 7, , /IV; ..1 .,,,,, r .... ,.it . W-7 ikt).71f...41i. ;• t Ilk! )6)r-- 1 i' frjamilemem , ,lawar_15:, , .„. • i iim : rf ,, sit .:,./..'-zalim-Filo-ritt F 4) iiiiinkilliser, .._. . t• - 1ihibe\ I oii f%�IaJlr'':lf'ffft� it �i n`......, :` I tf i i w T►' i 1.' �I�r7 1 --: ii) /4 N -11.:11', rum fR -, / ",''. \.:.\ 4.. 1. A. *These coat mines have had additional min- Coal Mule Hazard ing since the most recent map was filed with Duwamish the Washington Department of Natural Re- sources. Any development that occurs p- adjacent to these areas should be preceded reas .;y .b:��- by a thorough study to confirm or deny the i-firL114 ' existence of additional subsurface tunnels. 1' • ot.:!""-- el woe ti 1 �7W: \*c• ■ ,.i h T \4 A -%' ) I • r�(ice �/ + �l{Ur y- G Wo �� `\�1► •tttw _ / -/ ::•11,1fg, '®'III r W \ ^r,`jti :.1.-. ,,___1* (IA::1;.17;-*LI'''' \AU1v •V°13 F $q �r-Ng Pu PY EN '��` 1 I + '.F �• , . • '° ^�C aM 37F BeC Golf�Course i �� __,t 1#91 N / ....„ Ur pA IF • f l - ZS0 � - h e _ BM n t3/ o a .- t I �\ • \1 30-,- t4 ntik Sew.• CRTNE f.! _ . • 1 - ,, y -1 I Substa in ,.. ..s ,,,, . -al ---- --\-- AgC •s I % itOI ;/ jam :.+ I illgi4111110711111 . .. ��1M \AgD 20r ' Z'i_• 11. \ .1 .L I' IiirE—,,„. 455,N - : ; *••••••:. i,,, I;• , it :-' 02 Lon acre -Ii • ilt,'el Nil:,..... •,�1 ' '•,:s,:::%, 'i 1-[1 , •tili R I,� • BeCI . .„ • , . •••:.,-, , k.••• '.‘,, , _d--Ii Fi Ur ;; Wo e ,• N L \ r a v!- -' 1� Alri 1 f t A ., Tracki I� fit,.I B rie :1----- --____- _ 1 , ■ 1" Ur ■ 0. !�0 AgC :1111 ig s•-•-•,\• i I• • \```•. QL d • So Tu m •• it Wo 1 I '� I •M G , � 1 1, 25 :I \,.-.-.::V• ABM • 29 . .* ° ,ur7411 P! iow 1 AgC .. .. • . .•.! • I Py • ° . 4:‘) /;111;i_ '17 _ ,... it r ..—,- AmC , ,ii••••_ , j. ,:• t I r 4. , 1(DI I ▪` ' Ill•71,1,:c.„ i_ °goI• \�7ZsL��1 _ iltIlIfir 7,1 W� it - • 1 t: iF±; � 1 (r. 1 pp00 glitl if I • u i• c 4t ,�.. = II_ r� ,i _�a "� 11: 11-Firivilw �.• il . ...• PY s‘ •: p f. ; is `rt- ,::_ 111 I ,lie, < .• 4,▪*,,1 I 1 x t� �s-I I,al."hi�' 5I • B M Ifni 3• g AI AgC...1 1 I 3f 1 :NIA I IAg6 ti. 74 11 . :: t r x. 3 =�� I a I 1 u r 41111,1, '�/ I f' -;C= n \ Waller, ••• + . 1: a.. I lip. i1 Wo I • 1 __ % Tank• • •sT II �i ,• • 1 .% •( . rAgC •mi ti• - • o �I sa I • .. lid • I AgC • n •{ 1 . • o --._— ¢ t \ LLu� • _Ii . .."i •801 •• .. • '�•. i • I. �A. wy• �� i. I r Ale - itiilitti :::ii:i:ilif. ' E I ei) ''7" ie • 4,7 ".: A wk . 1 •.:_f• • • _1... :.____ • tro ' Pu ' I �V: ' liF Nop .. • AkF AgC �'AgB .I' ;• r c iti 1.1..1- Drive-i• .t •�• ' b■� 4 ... " heater` ^• • ▪• � - , r o Ng Pc ••••Age •• N 4 AgC AmC- f �I 1 •Wo � Re 1 _ tka 1C5 /OII ` _ AmC• AmC 6111L-:tili\:-_ ,' •••' P .-\ GUIDE TO MAPPING UNITS--Continued Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol Re Renton silt loam 26 IIIw-1 75 3w1 Rh Riverwash 27 VIIIw-1 78 --- Sa Salal silt loam 27 IIw-1 74 201 Sh Sammamish silt loam 27 IIw-2 75 3w1 Sk Seattle muck 28 IIw-3 75 --- Sm Shalcar muck 29 IIw-3 75 --- Sn Si silt loam 29 IIw-1 74 201 So Snohomish silt loam 30 IIw-2 75 3w2 Sr Snohomish silt loam, thick surface variant 31 IIw-2 75 3w2 Su Sultan silt loam 31 IIw-1 74 3w1 Tu Tukwila muck 32 IIw-3 75 --- Ur Urban land 33 -- --- Wo Woodinville silt loam 33 IIw-2 75 3w2 1/ The composition of these units is more variable than that of the others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Other information is given in tables as follows: Acreage and extent, table 1, page 9. Town and country planning, table 4, page 57. Engineering uses of the soils, tables 2 and 3, Recreational uses, table 5, page 64. pages 36 through 55. Estimated yields, table 7, page 79. Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol AgB Alderwood gravelly sandy loam, 0 to 6 percent slopes 10 IVe-2 76 3d2 AgC Alderwood gravelly sandy loam, 6 to 15 percent slopes 8 IVe-2 76 3d1 AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes 10 VIe-2 78 3d1 AkF Alderwood and Kitsap soils, very steep 10 VIIe-1 78 2d1 AmB Arents, Alderwood material, 0 to 6 percent slopes 1/-- 10 IVe-2 76 3d2 AmC Arents, Alderwood material, 6 to 15 percent slopes 1/ 10 IVe-2 76 3d2 An Arents, Everett material 1/ 11 IVs-1 77 3f3 BeC Beausite gravelly sandy loam, 6 to 15 percent slopes 11 IVe-2 76 3d2 BeD Beausite gravelly sandy loam, 15 to 30 percent slopes 12 VIe-2 78 3d1 BeF Beausite gravelly sandy loam, 40 to 75 percent slopes 12 VIIe-1 78 3d1 Bh Bellingham silt loam 12 IIIw-2 76 3w2 Br Briscot silt loam 13 IIw-2 75 3w1 Bu Buckley silt loam 13 IIIw-2 76 4w1 Cb Coastal beaches 14 VIIIw-1 78 --- Ea Earlmont silt loam 14 IIw-2 75 3w2 Ed Edgewick fine sandy loam 15 IIIw-1 75 201 EvB Everett gravelly sandy loam, 0 to 5 percent slopes 15 IVs-1 77 3f3 • EvC Everett gravelly sandy loam, 5 to 15 percent slopes 16 VIs-1 78 3f3 is EvD Everett gravelly sandy loam, 15 to 30 percent slopes 16 Vle-1 77 3f2 11 EwC `Everett-Alderwood gravelly sandy loamy, 6 to 15 percent slopes 16 VIs-1 78 3f3 4 InA Indianola loamy fine sand, 0 to 4 percent slopes 17 IVs-2 77 4s3 1 InC Indianola loamy fine sand, 4 to 15 percent slopes 16 IVs-2 77 4s3 InD Indianola loamy fine sand, 15 to 30 percent slopes 17 VIe-1 76 4s2 KpB Kitsap silt loam, 2 to 8 percent slopes 17 IIIe 1 75 2d2 i KpC Kitsap silt loam, 8 to 15 percent slopes 18 IVe-1 76 2d2 KpD Kitsap silt loam, 15 to 30 percent slopes 18 VIe-2 78 2d1 KsC Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIs-1 78 3f1 Ma Mixed alluvial land 18 VIw-2 78 201 NeC Neilton very gravelly loamy sand, 2 to 15 percent slopes 19 VIs-1 78 3f3 Ng Newberg silt loam 19 IIw-1 74 2o1 ,it Nk Nooksack silt loam 20 IN-1 74 2o1 I No Norma sandy loam 20 IIIw-3 76 3w2 Or Orcas peat 21 VIIIw-1 78 Os Oridia silt loam 21 IIw-2 75 3w1 OvC Ovall gravelly loam, 0 to 15 percent slopes 22 IVe-2 76 3d1 OvD Ovall gravelly loam, 15 to 25 percent slopes 23 VIe-2 78 3d1 OvF Ovall gravelly loan, 40 to 75 percent slopes 23 VIIe-1 78 3d1 1 Pc Pilchuck loamy fine sand 23 VIw-1 78 2s1 Pk Pilchuck fine sandy loam 23 IVw-1 76 2s1 Pu Puget silty clay loam 24 IIIw-2 76 3w2 s Py Puyallup fine sandy loam 24 IIw-1 74 2o1 RaC Ragnar fine sandy loam, 6 to 15 percent slopes 25 IVe-3 77 4s1 RaD Ragnar fine sandy loam, 15 to 25 percent slopes 26 VIe-2 78 4s1 RdC Ragnar-Indianola association, sloping: 1/ 26 -- --- i: Ragnar soil -- IVe-3 77 4s1 Indianola soil -- IVs-2 77 4s3 RdE Ragnar-Indianola association, moderately steep: 1/ 26 -- --- Ragnar soil -- VIe-2 78 4s1 ii Indianola soil -- VIe-1 77 4s2 U. S. GOVERNMENT PRINTING OFFICE.1973 0-468-2c - 1 , �; 0.67 Ac ..', _ r r575 4 I i _ 4. C Q • 531 _ _ 1 1 c L 4.07 Ac. ''.3Tc.23 .,)1 , \\ 01 pia 1 r _I I -- .- II \ ct 1, L .9) LI DU \ 40I (1) .. . .. FED 0 . __-_i_i--_-:, 1 0 , _ 1 _ G Ali . ......)„.. ....:. . 1l, , 1 • i p •► — .i [IF -)01 • Q I - n Jilt: Ada -E. 60 :• 4 0 ��o' i I8.Z Ac 6.19Ac, ':.# 15C. � r./ .i r.[.24 t. ` ----- V A C AI rE0 / G. G i t A V £. — ---- IL A 7 E O if ., ;• •I 1KO P.A • 6 W41 11., %4�1 !iI-6 tin 70 1� '' '' __ n . 1.4 i — . : •, 'I ^�•'•.•/u T•l ?: • .. - 'y• •• - 3f/81 I 1 t iW�—II I I II IBt �•,. �� —4 1 •1 1 a F 2 1 / 1 , 1 2 II' ,I 1 — 12 13 14 1110• p . .. : j • "_o °41r :1�•�� 1 A'rE D �_,,,I A T 3 A 8 •I x 1' 3 ' -- '�♦ . '7:L./64 �. �� , 1 �; 'I II 21 22 25 26 28 2¢ 3t 11 33 34 3 • • sERV/cE c . ..,1 / 1 e 5 1 110 ce ao N��` •, .I • , 1 An' ! �0.25 A� _ 1/ ii ' ' .-.:4, CG ;As /s 1 . l03 a7 �.•i •, ti T.z.B7�+ �17: C14 • • - -— 8 _ O •�—F��—{ AP/�}-{-� C.• 40 76 7YJ S� O�G 1 r,ar... 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IZ, � i f:3 R►'Y ��4�p► • T�Io P /I 4P��y,J� grs.�C : , 022 IS ® . , 2 "15 4 . aim,- 5 6 RA.1, .r, ••�':• `�\� „4; i 4'cl�� Q 2qn 3 16 Q� Q 3 16 . :,�>w Q �••e-P 9� • • �`�U �f 'I /2 .. NN t 4 17 239 � Il 3T `� O 13 IQ IS 1 , '2 �sr'r� .4, �� i�ro�C " sr 34 ® 5 18 2 T. ' EU 5 0 il WON 11 : 0_21, / 04- ....le : ,a , 2 • . " ,.s:,::, .,, u i % 20® ' 'M6 7 11 gl ;N. BROOKSa ST. .•i . ► ,�' • r • • ''. 223 _ ' 9. n-ffi® cri::) ;A.•• • kTiNX l • y ' 60 "r'' IS ;; m 24 ® L• 24 .. o `'' :•,ilr• '1 CITY OF RE a:V Q12o 1 0.-®? '25 2 1 111 ` ® 12 25 11M, ' 'O /41 h,,.... " , , ozigiir , 4/.:z6 ,.....- ,::: .....4...... : ,‘ . ,::..;:;; .... - . , ' 1:----____-_-_------,.. - i 7.,. iat, .... ... :. .. ::. oz ' :!'): .7 I Ai • • Z 2 an 9 - t eliffi 4i, •‘;\' .:.:•. ,^'`,® � 3 3 10 ® a. . ,3 tAlfir 4 r -' •..• ••• \ ..614041. 44° 1011/tx.,.. .! 4Z) --•:,:S ‘ 1.0 ':.? F•r. ‘, .... •.. •••". • •• . 0 ,7„,..,,,:,.,, ,•7.,.. ,.. ,), m 6 - c. .. •-ti . f� 13. v° 60 IjJ/. •,. • . I/' �' • \ Q • • : Is M01 ..,.i t._.O / : /03 $• a 1. 3•�`' �_ �:• •••� . \ � j c\' • 1,1 . if. 1K;INlt lv �� ' ,: ,1 5" .c,;;'' '^ ?. . v.ao 23 - " ill . Ts, n isH, .- ' 11r I SI Li 817 .-.., ..- ,. 60 WAY ,�� '� • 11 ,, o ;� ,,�, Atli • 0 .:`:,• 111'I,1 �1op 13 •19 • IP 16 '.,' . CD '''''' .. - 'te 1 .• i' 0\' h \ •:: • r'e 12 t3 • I12 15 • ' �" I ^v P� CNARlES SHAME -- 0I • 6 � ,� ``5 I SALL GROUNDS Q •------ _\° 4 A f v Lof 4 CITY OF RENTON MEMORANDUM DATE: September 1, 1998 TO: , City Clerk's Office FRO • ,�. Laureen Nicolay, Development Services Division SU: CT: Arcarius Homes Lot Line Adjustment, LUA98-112, LLA Attached please find the above-referenced original mylar and three copies of the mylar for recording with King County. Please have CD & L Courier take these documents via 1-hour service ($19.15) 1:00 PM deadline to City Clerk hour service ($15.45) 12:00 PM deadline to City Clerk V 4-hour service ($12.45) 10:00 AM deadline to City Clerk Enclosed is a check for $12.50 payable to CD & L. According to Finance, the King County recording fees for this and all subsequent plat recordings should be charged to account #000/07.590.0060.49.000014. Please call me at X-5594 if you have any questions. Thank you. cc: Project Planner Property Management Yellow file Jan Conklin Brad Olschefski Alp0� DEVELOPMENT PLANNING CITY OF RENTON CITY OF RENTON AUG 2 7 1998 MEMORANDUM RECEIVED DATE: August 24, 1998 TO: Sonja Fesser, Property Services FROM: Lesley Nishihira, Development Services Division, Extension #7270 SUBJECT: Arcarius Lot Line Adjustment, File #LUA-98-112-LLA Attached is the most recent version of the above-referenced lot line adjustment. If all Property Services concerns have been addressed and you are now able to recommend recording of the mylar, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend recording (re)recording, please let me know. Thank you. Property Services approval: c_D A/0247 ame D Robert T. Mac Onie, Jr. y. Jte...,zztA_) sfrvers cc: Yellow File �► CIT' OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 16, 1998 Brad Olschefski Arcarius Homes, LLC 6947 Coal Creek Pkwy#257 New Castle, WA 98059 SUBJECT: Arcarius Homes Lot Line Adjustment Project No. LUA-98-112, LLA Dear Mr. Olschefski: The City of Renton has reviewed your revised lot line adjustment proposal. The comments in the attached memo from Property Services will need to be addressed before the City can approve your proposal. Once these changes have been made, please submit two copies of the revised lot line adjustment to me for review. If you have any questions regarding your application, please contact me at (425)430- 7270. Please contact Sonja Fesser at (425)430-7312 if you have any questions regarding the requested changes in the attached memo. Sincerely, /1 /t /1/13 Lesley Nishirfira Assistant Planner 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 14, 1998 TO: Leslie Nishihira FROM: Sonja J.Fesser SUBJECT: Arcarius Homes Lot Line Adjustment,LUA-98-112-LLA Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced lot line adjustment submittal (dated August 7, 1998) and have the following comments: Comments for the Applicant: Is the 10 foot wide sewer easement over proposed Lots 5 and 6 private? If so,please note that fact on the drawing. The address for proposed Lot 5 has been changed due to the revision of the access for said lot. The correct address is 308 Factory Ave. N. and that needs to be noted on the drawing. The distance shown along N 4th St between Well Ave N and Factory Ave N is incorrect. Correct the typo in the Owner's Certificate. Ouestions or Comments to the Project Manager: The comments above have been communicated to the surveyor but should still be passed to the applicant. Please note that the applicant needs to place a sign at the entrance to the alley off Factory Ave.N. stating that this is a private drive and also noting the address for said Lot 5 \\TS SERVER\SYS2\COMMOMi:\F1LE.SYS\LND\30\0171\RV980810.DOC CITY OF RENTON MEMORANDUM DATE: August 7, 1998 TO: Neil Watts, Plan Review FROM: Lesley Nishihira, Development Services Division, Extension #7270 SUBJECT: Arcarius Lot Line Adjustment, File #LUA-98-112-LLA Attached is the most recent version of the above-referenced lot line adjustment. If required improvements have been installed and/or deferred and any other Plan Review concerns have been addressed and you are able to recommend recording of this lot line adjustment, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend recording, please send a written summary at your earliest convenience. Thank you. AIeW /Plan Review approval /10/(>-'s Name Date rT)Ved /61 Gc /0-74- cc: Yellow File ad)(41-acetti. Uf,l�7 vfrt4los ii' talac:e -to to vo lii 4 5-evil/et z`v P✓olO S e /(7i 4, J GGf..(/i � to C �c 4 ll�y Zo )(2-e paved ii G( c c e 5 S to L Cr( 5 ' 1 y y lbu)Id►( peviv i t I /0? . CITA OF RENTON ..LL Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor August 10, 1998 Brad Olschefski Arcarius Homes, LLC 6947 Coal Creek Pkwy SE#257 Newcastle,WA 98006 Subject: Modification Request-Arcarius Homes Lot Line Adjustment 314 Factory Ave N Dear Mr. Olschefski: You have requested a modification of the access requirements for Lot 5 of your proposed Lot Line Adjustment. The new Lot 5 would not have frontage on a street right-of-way, but is adjacent to an existing 16' alley. The original proposed Lot Line Adjustment included a 20 foot access easement across Lot 3, as permitted by City Code. Your request to use the alley for access by including an additional four foot access easement is approved. Modifications are allowed in the access and street improvement standards for development in the City of Renton by the Street Improvement Ordinance, Section 4-34-11(B)which reads as follows: "Modifications: Whenever there are practical difficulties involved in carrying out the provisions of this Section, the administrator may grant modifications for individual cases provided she/he shall first find that a special individual reason makes the strict letter of this Ordinance impractical, that the modification is in conformity with the intent and purpose of this Ordinance, and that such modification: (1) Will meet the objectives and safety, function, environmental protection and maintainability intended by the requirements of this Ordinance, based upon sound engineering judgment. (2) Will not be injurious to other property(s) in the vicinity." The originally proposed access easement across Lot 3 would have restricted the developable portion of Lot 3, and forced the siting of the house for this lot closer to the street. By utilizing the existing alley right-of-way for access to Lot 5, Lot 3 could be developed with a somewhat larger house on a reasonably sized lot. By adding an additional 4 feet to the alley with an access easement, the access to Lot 5 will be the same width as required by Code, and can be paved to meet the twelve foot wide paving standard required for access to a single lot. Additionally, secondary access would be available via the alley right-of-way to the east of Lot 5. The requested modification appears to meet the criteria for a modification, meets the objectives of the Street Improvement Ordinance, and will not be injurious to other properties in the vicinity. The modification is therefore granted. Sincerely, Neil Watts,P.E. Development Services Division ARCARS-1.DOC\ 200 Mill Avenue South - Renton, Washington 98055 Ra_.. . . . . DEVELOPME� CITY Off RENTON ARCARIUS HOMES, LLC AU>i 4 1998 Tele - - gD 6947 COAL CREEK PKWY S.E.#257 NEWCASTLE,WA 98006 Ms. Lesley Nishihira August 3, 1998 City of Renton Planning,Building,Public Works Department 200 Mill Ave S. Renton Wa 98055 re: modification alley design standards project No. LUA-98-112,LLA Ms. Nishihira, I would like to request a modification of City of Renton Title 4 Chapter 34 Section 5 Paragraph G. Paragraph G states in part "Alleys may be used for vehicular access to the adjacent lots, but are not to be considered as primary access for emergency or Fire Department concerns." As you know lot 5 of the project is considered a land locked lot and would require an easement through an adjoining lot to be buildable. Running an easement through either lot 3 or 4 ( the only lots with enough room) would have the entrance and exit to lot 5 on North 3rd Pl. and is believed by some ( including myself) to be a very difficult access. I would like to propose that an easement of four feet be granted for lot 5 along the Southern boundary of lot 6 so that with the existing 16 foot wide alley there would be a 20 foot access for emergency and Fire Department vehicles and uses. I would also request that a modification to 4-34-5 be granted to allow the alley to be used as the primary access to lot 5. Sincerely, Brad Olsche i Arcarius Homes,LLC kith;Ow ARCARIUS HOMES, LLC Telephone 425-746-5471 6947 COAL CREEK PKWY S.E.#257 NEWCASTLE,WA 98006 Ms. Lesley Nishihira City of Renton Planning Dept. Renton Wa 98055 August 3, 1998 Ms. Nishihira, re:LUA-98-112,LLA Please find attached : a)Title report showing current ownership of Lots 1-7 block 11 Car Works addition to Renton. b)Request for modification Title 4 Chap 34 Sect 5 Para G. Thanks for your help, DEVEL PUNT PANNING CITY OF RENTON AUG/3:/<--"X" 0 4 1998 Brad RECEIVED • `i ', D�CITY 4F RENP ONVING CL. AUG 0 ri 1998 „Y, • ,;, RECEIVED • I'I' • • . [r - ' ,, 1R ;wr1,7 N 1 .r RETURN TO- t%-, t ARC. RIUS HOMES L.L.C. gi tit it 6947 COAL CREEK i�l{l'il, ,5•2S'i r 3,- NEWCASTLE, WA 98059 (R rr., iii .t STATUTORY T ORY WARRANTY fMTY DEED ' 07f -, �\.._ pAC3FIC NORTHWEST TITLE COMPANY U .1 r_Pn unc NoR'n n rwm7r' 1 y �'�p [� X < °��: Rnrarsnra Iif.p lk bI.) .C� !' ®� li � 7� �J � °�1 —� Fd Nr.' Additional an Pegs,L r ' ' Grantorlbl: PUGET WESTERN, INC_ r _�. t.r AddillonaI on 'ana: —) � � Grnntea(a): ARCARIUS rROMES L.L.C. .`^—_\\L 'el ---- -- - -- Additional on Pogo: ( w -- .LOTS 1-7 BLV 11AR t'/ c,' 0) Lsyel Daatription:. . C MORES ADDN TO t A. tv AEN A)N1 VVC,. 1 S, PG. 4 ------ tr Additions!on Pap):_ _ L. Aaaafeor'a Tax Pnr ,I IDS` 135230�lOSO-03 • L` THE GRANTOR P(JG T WESTERN, i c. , A WAohingLon corporation i nt• t for and In conaideretlnn of TEM DOLLARS AND OTHER GOOD ANT) VALDAE1LE :''' CONSIDERATION .1 I in hnnd bold, convaya and warrants to ARCA_r1IUS HOMES I.,I,.C. , in ifrashington '3• Limited Liability Company �y inn Iollnwlno d"serinncl .et I sands, •itu"tell in the County of KING ,State of Wsahln4ton; h:- SEE EXHIBIT "A" ATTACHED .',IERETO AND A PART RERE'OF. r SUBJECT TO: EXCEPTIONS AND RESERVATIONS CONTAINED IN DEEDS UNDER RECORDING NOS. 477920, 777601 AND 8040 i AS TO COAX, AND MINEttALS_ Y' rVIf, - July 09, 199f1 - - t UGET WESTLIR} , INC. i 114:WiiP ....._ f; President y S -_ .tcy ,1 E1(aP_5Pi2 O7/i5/9(1 3916_00 P!.!onoa..00 S • 1..fit : Y 7+;I'V°g ,.'lik 71 7 -1. .. d.. ..° .,, y 4 1 �t e t ,: 4 , ° 'a.• s, ,i y. ,, :!, , t 1:T Cl:;� ,v ,.°n°nnn,on7z. .-AV'.lC` If:(1`l 111AIi TII.111 S2�-Tl'-) a"1.) ).1. •U�. .)1 -�) )t,-�: .L� .I.'1'�. • v^ I,,'4 .44, 1 r+S+yr,,r .. Mv,- 7 i t f. f. NOTARY PAGE STATE OF WASHINGTON ) Ceunty of _ ) pr_ I hereby ce:rtiiy that I know or have satisleete,y evidence that -- ar { is the D.rsnn(s) who eppe.red hater•nee,end Reid persenie)■cknewi.dg.d that the.she.they)signed this ...,:or„.""" re Instrument and acknowledged It tc be (his,her,their)foie end voluntary eel for the wean end 4;y Falter '".="' mentioned in this in purposes i.*.+ Notary Public in and for the Stile of Washington 'k 5Fs Printed Name Aesidit`,p at. 'wf i MY uPPolntfnent expires �} a s elkeel wK ':1 t;`t< STATE OF WASHINGTON ) I•;_ ,,', )1,'j"' County of King ) •i.,, • I hereby certify L!I.t I know or have aetiefettory evidence that . Boyd r I.the t»rsun(sl rho eppeeAd before me,end said Degonls)epknatsde60•d that(ha.she.derv)signed This •-iV, V in■trum.nt,Oh oath elated that he 15 74". lr:, euthnrized to execute the instrument and acknowledge it we the Pr.e';Ident '—J " +Is': of of Puget Western, Inc. ':'� to toory o the fro•end yolunra r41.�•� act of svoh party far the uses and purpose• m.nt.oned in this Instrument. , r bated: _J. / cr ,e4;Alii 1,4 v—x ,44-44 Notary Public In and for the Stet. of Washington A��r •' Lf ref i.f Al • fi...L-! ,` Printed Nam• ~ ,� fib '7� , Residing at eat/r n/7 p n tie•. illy appo.ntment•spires er er/ i pp,1 r 'r - .oil 4 . iC04:,:��. y k ri•i' T; ,^7-k. /1q"'otz• .'n'.1,� ,', ,t�l.. 'Y ,•v' rk.( . 't ►4i y��,� i `f0rr,1K Si:?F 1� 1 r �t 1 4 i l 5 r i{ r� dr i I �1 '4., t at:' • „c F/'4 Ctd� :Y�tr •',LA}+o~ idi i:e ;k;4 f 1/b .U.any:.M I. In A,nlnnn77n'7i. �AV'ls; tcn� IIIAI] ' �n•nr Qc_)c_i 'a'li ► ! AI AI ')I -allF.a: ,(Sl 11.a1` • • 1 - • • • EXHIBIT "A" - LEGAL DESCRIPTION J Lots 1 through 7, inclusive, Block 11, CAR WORKS ADDITION TO RENTON, according to the plat thereof recorded in Volume 15 of Plate, page 47, in King County. Washington; f•y EXCEPT those portions thereof conveyed to the State of Washington for Highway No. 1 by deeds recorded under Recording Nos. 4891010, 4896940 and 4998483. • • , • • iI • • • • • • • • LO • • • • • • • t • • • • .� _ w.•.�++^+_ yw ram- ._ ..�..�+.-.... \ • W. •fi s+.rt. / '. • •..nkir ,., J I: '1t 1 "!: - �, } i y'•1, vl�yw.4f`:%'il .� 1, t- 1. � • , 1 ✓6 1; .)"'+:,, f • , , ,.. 7,111 IIAI '1I.]t'1K1• Id IAI7C DEV CITOPMEW Y ►N� OF R€NTON ARCARIUS HOMES, LLC A�b 4 1998 Tel 6947 COAL CREEK PKWY S.E.#257 NEWCASTLE,WA 98006 Ms. Lesley Nishihira August 3, 1998 City of Renton Planning,Building,Public Works Department 200 Mill Ave S. Renton Wa 98055 re: modification alley design standards project No. LUA-98-112,LLA Ms. Nishihira, I would like to request a modification of City of Renton Title 4 Chapter 34 Section 5 Paragraph G. Paragraph G states in part"Alleys may be used for vehicular access to the adjacent lots, but are not to be considered as primary access for emergency or Fire Department concerns." As you know lot 5 of the project is considered a land locked lot and would require an easement through an adjoining lot to be buildable. Running an easement through either lot 3 or 4 (the only lots with enough room)would have the entrance and exit to lot 5 on North 3rd Pl. and is believed by some( including myself) to be a very difficult access. I would like to propose that an easement of four feet be granted for lot 5 along the Southern boundary of lot 6 so that with the existing 16 foot wide alley there would be a 20 foot access for emergency and Fire Department vehicles and uses. I would also request that a modification to 4-34-5 be granted to allow the alley to be used as the primary access to lot 5. Sincerely, Brad Olsche i Arcarius Homes,LLC OF RENTON NA -\ Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 28, 1998 Brad Olschefski Arcarius Homes, LLC 6947 Coal Creek Pkwy#257 New Castle, WA 98059 SUBJECT: Arcarius Homes Lot Line Adjustment Project No. LUA-98-112, LLA Dear Mr. Olschefski: The City of Renton has reviewed your proposed lot line adjustment. Please make the following changes so that we may approve your proposal: 1. Please make changes as requested by the Property Services Division (memo from Sonja Fesser attached). 2. If a change of ownership is to occur prior to recording, a current title report reflecting the new owner's name will be required before the City can approve the proposal. 3. The 20 foot easement shown across lot Lot 3 will not be approved due to safety and traffic concerns. It has been suggested that the existing alley along the southern boundary of the property be used as the primary access to Lot 5 instead of the proposed easement. The elimination of the easement originally proposed will make Lot 3 more buildable as well as mitigate the difficult access from North 3rd Street. For fire and emergency purposes a 4 foot easement across Lot 6 is required in order to achieve a total of 20 feet of access. The City will need to review the draft easement prior to the approval of the lot line adjustment. The easement can be recorded consecutively with the lot line adjustment. Also, a formal request for a modification to allow the use of the alley in combination with the easement for primary access is required. The modification would be from the definitions section of the Street Improvements Chapter of the Title IV Building Regulations (section 4-34-3). Once the above changes have been made, please submit two copies of the lot line adjustment to me for review. If you have any questions regarding your application, please contact me at (425)430- 7270. Please contact Sonja Fesser at (425)430-7312 if you have any questions regarding the requested changes in the attached memo. Sincerely, /L& 2ctt Lesley Nish ira Assistant Planner cc: Puget Western/Property Owners 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer DEVELOPMENT PLANNING CITY OF RENTON JUL 20 1998 RECEIVED CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 20, 1998 TO: Leslie Nishihira FROM: Sonja J. Fesser Ly* SUBJECT: Arcarius Homes Lot Line Adjustment,LUA-98-112-LLA Addressing Information Addresses for the above referenced lot line adjustment subdivision are as follows: Lot 1 -320 Factory Ave. N. or 1503 N.Marion St. (depending on the orientation of the house),Lot 2 - 1509 N. Marion St.,Lot 3- 1515 N.Marion St. or 325 Factory Pl.N. (depending on the orientation of the house),Lot 4-315 Factory Pl.N.,Lot 5 321 Factory Pl.N., and Lot 6- 314 Factory Ave. N. Please note that the correct name for North 3rd.Pl. (as shown on the subdivision drawing)is Factory Pl. N. (per Jan Conklin). That correction was not noted in our review comments,dated July 17, 1998. Please inform the applicant of the above items. \\TS_SERVER\SYS2\COMMONgI:\FILE.SYS'LND\30\0171\RV980720.DOC DEVELOPMENT PLANNING CITY OF RENTON JUL 17 1998 CITY OF RENTON RECEIVED PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 17, 1998 TO: Leslie Nishihira FROM: Sonja J.Fesser SUBJECT: Arcarius Homes Lot Line Adjustment,LUA-98--112-LLA Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced lot line adjustment submittal and have the following comments: Note the City of Renton land use action number(LUA-98-112-LLA)and the city's land record number(LND-30-0171) on the drawing. The type size used for the land record number should be smaller than that used for the land use action number. There appears to be a typo error in the bearing noted for the common north-south boundary line between Lots 1 and 2. The geometry will be checked when the above referenced bearings are provided. Note that if there are restrictive covenants, agreements or easements (to the City of Renton or other third party),they can be recorded concurrently with the lot line adjustment. For easements,indicate on the drawing to whom the easement is granted. The lot line adjustment and the associated document(s) are to be given to the City Clerk's office as a package. The lot line adjustment should have the first recording number. The recording number(s)for the associated document(s)should be referenced on the lot line adjustment drawings in the appropriate location(s). Add the section,township and range to the new legal descriptions. If new easements are shown for the benefit of future owners of the proposed lots,then include the following statement,juxtaposed to the subject easement(s): "Area for private easement for(water, sewer stub, gas, access,etc.)." Since the new lots created via this lot line adjustment are under common ownership at the time of recording,there can be no easement until such time as ownership of one of the lots is conveyed to others,together with and/or subject to specific easement rights. Also, add the following Declaration of Covenant language on the face of the subject drawing,if the previous paragraph applies: \\TS SERVER\SYS2\COMMONC:\WINWORD\LND30171.DOC July 15, 1998 Page 2 DECLARATION OF COVENANT The owner of the land embraced within this lot line adjustment, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this lot line adjustment to any and all future purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this lot line adjustment. 'Will there be a road maintenance agreement for the access easement over proposed Lot 3? The addresses for the lots will be provided by the city as soon as possible. When available,note the addresses on the drawing. There is an incorrect call in the new legal description for proposed Lot 5. Because the subject property is located within the Aquifer Protection Area,the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. Fee Review Comments , Lots within or affected by the lot line adjustment are subject to the city's special charges,if any. cc: • F,`H! t J ' • THE. LOTS cF .,6,1 tom N .I t 1 FALL AQUIFER PROTECTION NOTICE THIS NOTICE SHALL SERVE AS NOTICE TO ALL H WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367 THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FRCM A SHALLOW ACQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREML CARE SHOULD BE EXERCISED WHEN HANDUNG OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE +-OMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. City of Renton Department of Planning/Building/Puolic Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Plav\ 1=? Ni W COMMENTS DUE: JULY 27, 1998 APPLICATION NO: LUA-98-112,LLA DATE CIRCULATED: JULY 13, 1998 APPLICANT: Arcarius Homes, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: Arcarius Homes Lot Line Adjustment WORK ORDER NO: 78409p4 LOCATION: South side of North Marion between Factory Avenue North and North 3rd Place SITE AREA: 31,050 sq.ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: Proposed boundary line adjustment between seven (7) lots to create six(6) lots with better lot design and conforming development standards. Two existing structures on site will be demolished. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS �PPI��r421.emit 0044 1104titt coHstdq veiue1, iv/ono/al to I,vldG•j eArs-111 y ei t -to 20 ea-ce4> ezzAzi4a441 a/0,11 Ki.44; L.vr 6 f', a.c.6e55 to L.of 5 14 cregtd 06 avr,Ovi Ler 3 a4 s ocvL1. T►,t c4 wead vet u►vt Ft e lDt, o✓ . 4 TOr 6vt,4) o��C 7/ C. CODE-RELATED COMMENTS k;: r.O N 1 I l(N✓K 6/Del Gt G r:ef fct y lC CG- 7 410 cc7✓i . S ate' S eaX( D C✓14444 pev 00.4 oGI trdad -f. 441 S s-(41►41 ,ft✓e/v p► 4-evv Gha/up 1 jiJ ka_e rettulvd a t/Ku Vote) evvt, i. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. ij WR/(4 Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public vvorks ''-NTON FIRE DEP? ENVIRONMENTAL & DEVELOPMENT APPLICATION AriVYkOrSIHEET REVIEWING DEPARTMENT: F v - Firtu2JVti c COMMENTS DUE: JULY 27, 1998E 1. 4 1998 APPLICATION NO: LUA-98-112,LLA DATE CIRCULATED: JULY 13, 19987, ( o&1VgD APPLICANT: Arcarius Homes, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: Arcarius Homes Lot Line Adjustment WORK ORDER NO: 78409 LOCATION: South side of North Marion between Factory Avenue North and North 3rd Place SITE AREA: 31,050 sq.ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: Proposed boundary line adjustment between seven (7) lots to create six(6) lots with better lot design and conforming development standards. Two existing structures on site will be demolished. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air r Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 414 B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where add "onal information is needed to pr ' rly assess this proposal. Signatu of Director or Authorized Representative Date DEN/ PP OC Rev 10/93 • 40 , CIT" OF RENTON ..LL r Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 13, 1998 Mr. Brad Olschefski Arcarius Homes, LLC 6947 Coal Creek Parkway#257 Newcastle, WA 98059 SUBJECT: Arcarius Homes Lot Line Adjustment (LLA) Project No. LUA-98-112,LLA Dear Mr. Olschefski: The Development Planning Section of the City of Renton has formally accepted the subject application for preliminary review. Following our review, you will be notified: (1) that additional information/corrections are required to continue processing your application or (2) that the lot line adjustment appears ready for approval and the mylar is being requested. Please contact me, at (425)430-7270, if you have any questions. Sincerely, /-6 44)—D Lesley Nishihira Project Manager cc: Puget Western/Owners • • ACCPTLTR.DOC 200 Mill Avenue South - Renton, Washington 98055 CO This paper contains 50%recycled material,20%post consumer CITY OF RENTON DEVELOPMENT SERVICCES DIVISION ,ilii.::iiiiii1131111 ..:. .: • MASTER APPLICATION .ioiopluupoi„::"„..::„:„,:- PROPERTY OWNER(S) PROJECT INFORMATION Note: If there is more than one legal owner, please attach an additional notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME: NAME: DUgET WESTERN A-R -A- .IUD VI OM U4-4- PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 19515 NORTH CREEK PARKWAY, SUITE 310 3 1 1 Factory Ave N . CITY: BOTHELL xtP: 98011-8200 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 135230-1050-0 TELEPHONE NUMBER: (425) 487-6550 EXISTING LAND USE(S): Single Family Residential APPLICANT;,(if other than owner) PROPOSED LAND USES: NAME: ARCARIUS HONES , LLC Single Family Residential COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: 6947 O L CREEK P K W Y ��2 5 7 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: NEWCASTLE WA ZIP: 98059 EXISTING ZONING: R-8 TELEPHONE NUMBER: 4 2 5-7 4 6-5 4 71 tf�r�,'/ r�js _ PROPOSED ZONING (if applicable): w ;!All''''''''''.1 '' r �(' ONTACT'PERSON R-P SITE AREA (SQ. FT. OR A&O, )OP a I3 1; 1efski 31 050 Sq FCIIY�FR�IP C/,\;`,vG PROJECT VALUE: jig01998 '"-,'1 ;A4eUS HOMES , LLC R .CE/V �Q ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 6947 Coal Creek Pkwy #257 Yes CITY: ZIP: Newcastle WA 98059 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? \0 TELEPHONE NUMBER: LEGAL;,DESCRIP' _ _ N OF PROPERTY (Attach separa sheet if necessary) , LOT 1 THRU 7 BLOCK 11 CAR WORKS ADDITION TO RENTON Qtr : NW Sect : 17 Twn : 23 Rng : 05 TYPE OF APPLICATION & FEES Check all application types that apply--City staff will determine fees. _ ANNEXATION $ — SUBDIVISION: _ COMP. PLAN AMENDMENT $ — REZONE $ _ _XLOT LINE ADJUSTMENT $_ 450 . 00 _ SPECIAL PERMIT $ _ SHORT PLAT $ _ TEMPORARY PERMIT $ — TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ — PRELIMINARY PLAT $ — SITE PLAN APPROVAL $ _ FINAL PLAT $ GRADE & FILL PERMIT $ (NO. CU. YDS: 1 PLANNED UNIT DEVELOPMENT: $ _ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _ WAIVER $ _ FINAL _ WETLAND PERMIT $ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ _ VARIANCE $ _ EXEMPTION $No Charge — ENVIRONMENTAL REVIEW $ REVISION $ AFFIDAVIT— ,'OF OWNERSHIP I, (Print Name),';,./17. /=t f.<'sCn/ , declare that I am (please check one) ✓ the owner of the property involved in this application, the authorized representative to act for the property ow ne( (please attach proof of authorization), and that the foregoing s:atemeryt�Alt1''W si herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and beliai� Vpiefieftolt, PUGET WESTERN, INC. .. , ►�..t,,,��* ''�, �� 6( / ATTEST: Subscribed and sworn to before i a \n�: for the State of lj//SN residing at ; '. • •i � i (Name of Owner/Representative) , on the /c I VICE' ;::::.:::DENT .i., •i' . % . -- (Signature of Owner/Representative) a S Pfl43'(Siejd. ture of Notary Pub lc) (This section to be completed by City Staff.) City File Number: t L i ,..- 11. A AAD BSP CAP-S CAP-U CPA CU-A CU-H ECF LLA MHP FPUD FP PP R RVMP SA-A SA-1-1 SHPL-A SHPL-H SP SM SME TP V-A V-B V-H V! TOTAL FEES: $ 4T, TOTAL POSTAGE PROVIDED: $� MASTERAP.DOC REVISED 8/97 ARCARIUS HOMES, LLC Telephone(425) 746-5471 6947 COAL CREEK PKWY S.E.#257 NEWCASTLE,WA 98059 Development Services Division July 9, 1998 City of Renton Application for Lot Line Adjustment Regarding the Property addressed as 314 Factory Ave N. Lots 1 through 7, inclusive ,Block 11, Car Works Addition to Renton volume 15 of plats page 47 King County Washington. Except those portions conveyed to the state of Washington for Highway# 1 . The purpose of the lot line adjustment is fully utilize the above property while making convenient shaped lots for easy construction and resident use. The present lots are long and narrow and not conducive to current popular building designs . This adjustment will widen the lots to current City of Renton standards and meet all applicable codes . The resulting lots will be Lots 1 through 6 , Block 11, Car Works Addition to Renton. Bradley R. Olschefski JULIUt% vB RF�Ei **************************************************************** City of Renton WA Reprinted: 07/10/98 16: 18 Receipt **************************************************************** Receipt Number: R9804206 Amount: 450. 00 07/10/98 16 : 18 Payment Method: CHECK Notation: #1163 ARCARIUS Init: LMN Project #: LUA98-112 Type: LUA Land Use Actions Parcel No: 135230-1050 Site Address: 314 FACTORY AV N Total Fees: 450 . 00 This Payment 450. 00 Total ALL Pmts: 450. 00 Balance: . 00 **************************************************************** Account Code Description Amount 000. 345 . 81. 00. 0012 Lot Line Adjustment 450 . 00 * BOEING LONGACRES OFFICE PARK HELISTOP SUPPORTING ENVIRONMENTAL DOCUMENTS 1. LOP DEIS Excerpts 2. LOP FEIS Excerpts 3. LOP Appendix I DEIS ) DRA ENVIRONMENTAL. 40 IMPACT STATEMENT City of Renton Planning/Building/Public Works Volume I - Environmental Impact Statement Text Longacres Office Park Boeing Commercial Airplane Group August 1994 Renton, Washington Prepared by: Jones&Stokes Associates,Inc. Bellevue, Washington 7 1.4 PROPOSED ACTION AND ALTERNATIVES 1.4.1 Alternative 1 - Proposed Action, Office Park (Dispersed Pattern) The Proposed Action is a phased office park. Under this proposal, the general development pattern would be a suburban, campus-like design, with individual mid-rise buildings dispersed throughout the site. The conceptual plan includes the construction of approximately 2.5 million square feet of office space over 10 to 15 years. It is anticipated that 15 separate office buildings would be constructed over this period and, upon completion, approximately 10,000 employees would occupy the site. The office park may include an employee center and a 2,000-seat conference center. Of the 164 acres, 59 acres (36%) are proposed to be impervious surface covered by buildings, parking area, and roadways; 11 acres (7%) include a lake/stormwater detention system; and 94 acres (57%) are landscaping and open space. Also proposed is connection to a well to withdraw groundwater to maintain water levels in the,lake/stormwater detention system. Construction and operation of a helistop is proposed on the southwestern portion of the office park, north of the southernmost building. The Boeing Company estimates that flights in and out of the helistop would average one flight per month. The helistop would not provide fuel or maintenance for the helicopter. These services would be obtained at local airfields such as Paine Field and Boeing Field. Private vehicles are assumed to be a major mode of transportation to and from the site; however, the use of public transit (vanpools and carpools) will be encouraged. Surface parking lots would be provided adjacent to the office buildings but are sized to induce high occupancy vehicle (HOV)participation; compliance with the Commuter Trip Reduction Act is required as well. The office park plan is consistent with the City of Renton's Employment-Office designation under the Interim Land Use Element of the Comprehensive Plan (City of Renton Planning/Building/Public Works Department 1993). 1.4.2 Alternative 2 - Office Park (Clustered Pattern) Alternative 2 is an office park with a clustered development pattern. This alternative would be similar to the Proposed Action in the total amount of square footage, location of the lake/stormwater detention system, phasing period for construction, and total number of employees at completion. Alternative 2 would have seven mid-rise buildings with 2.5 million square feet of space, compared to the 15 buildings under the Proposed Action. In addition to surface parking, two parking structures are proposed. Of the 164 acres, 49 acres (30%) are proposed as impervious surface, 11 acres (7%) for the lake/stormwater detention system, and 104 acres (63%) as landscaping and open space. The well discussed under the RENTON/BOEING DEIS VOLUME I 08/22/94u 1-4 CHAPTER 1 1 Proposed Action would also be installed. A helistop would also be constructed and operated on the southwest portion of the site under this alternative. As with the Proposed Action, this alternative is consistent with the City of Renton's Employment-Office designation under the Interim Land Use Element of the Comprehensive Plan (City of Renton Planning/Building/Public Works Department 1993). In contrast to the dispersed pattern of the Proposed Action, the plan for Alternative 2 would group buildings into nodes or clusters. The buildings would be located to accommodate primary transportation corridors such as Oakesdale Avenue Southwest, the connection to the West Valley Highway (State Route 181) and Burlington Northern Railroad, and the east-west connector road through the site (if included in final design plans). 1.4.3 Alternative 3 - Office Development/Light Industry (Incremental Pattern) Under Alternative 3, the site would be developed as 8 to 10 individual parcels, approximately 20 acres each,with each parcel improved separately by The Boeing Company for office or light industrial uses consistent with the zoning and comprehensive plans in effect at the time of development. If this alternative is selected, the five existing parcels would be reconfigured to achieve the approximate 20-acre parcel size. However, the parcels shown in Figure 2-3 were used as the basis for the impact analysis in this DEIS. This alternative would be comparable to the Proposed Action and Alternative 2 in the construction of approximately 2.5 million square feet of building space over 10 to 15 years. The employment population would be approximately 8,500 people;this is less than the employment population of the Proposed Action and Alternative 2 since fewer employees would be needed for light industrial uses. Up to 25% of the total building area is assumed to be designated for light industrial uses, with the remaining 75% for office uses. Of the 164 acres, 109 acres (66%) would be impervious surface, and 55 acres (34%) would be landscaping and open space. A stormwater detention system would be developed separately for each parcel. The acreage, location, and type of detention facilities are unknown at this time; these facilities would be located in the open space area on the site. The proposed well would not be installed. The site would not be developed as a planned office park. Open space and landscaping would be provided on a parcel-by-parcel basis. Few large contiguous areas of open space and landscaping would be planned. Transportation and parking requirements would be determined for individual development proposals. It is not known if a helistop would be built and operated under Alternative 3. RENTON/BOEING DEIS VOLUME 1 68/22/94u 1-5 CHAPTER I Table 1-1. Continued ? Significant Unavoidable Significant Impacts Mitigation Measures Adverse Impacts I9 o R = Mitigation required by federal,state,or local regulations. 0 = Optional mitigation. • Contaminated areas currently exist on-site and may require • Investigate known contaminated areas to determine if cleanup is • None remediation necessary; if so,clean up these areas and report and remediate additional contaminated sites encountered during construction(R) Alternative 2: • Same as Proposed Action • Same as Proposed Action • Same as Proposed Action Alternative 3: • Same as Proposed Action,but potential for greater variety and • Same as Proposed Action • Same as Proposed quantity of hazardous materials on-site due to light industrial Action component No Action Alternative: • Contaminated areas currently exist on-site and may require • Investigate known contaminated areas to determine if cleanup is • None J remediation necessary; if so,clean up these areas and report and remediate additional contaminated sites encountered during construction(R) CHAPTER 10-Iwrm USE Proposed Action: • Potential disturbance to surrounding land uses during construction • See Chapters 3,4,and 8 for mitigation for construction-related • None impacts to earth,air,and noise,respectively(R) • Hearing Examiner conditional use permit for helistop(R) • Potential inconsistency with Renton policies encouraging parking • Renton could encourage use of parking structures(0) • None structures for office developments Alternative 2: • Potential disturbance to surrounding land uses during construction • See Chapters 3,4,and 8 for mitigation for construction-related • None impacts to earth,air,and noise, respectively(R) • Hearing Examiner conditional use permit for helistop(R) Alternative 3: • Same as Proposed Action,except development of parking structure • Same as Proposed Action • None is unknown SEPA requires that the EIS analyze only the No Action Alternative plus other reasonable alternatives for achieving the proposal's objective on the same site (WAC 197-11- 440[5][d]). The requirement that only "reasonable" alternatives be considered is intended to place appropriate limits on the number and range of alternatives as well as the amount of detailed analysis for each alternative (WAC 197-11-440[5][b][1]). Four alternatives, including the No Action Alternative, have been developed for analysis in this DEIS. 2.4.2 Alternative 1 - Proposed Action, Office Park (Dispersed Pattern) The Proposed Action is a phased office park. Under this proposal, the general development pattern would be a suburban, campus-like design, with individual buildings dispersed throughout the site (Figure 2-1). The conceptual plan includes the construction of approximately 2.5 million square feet of office space over 10 to 15 years (Table 2-1). It is anticipated that 15 separate office buildings would be constructed over this period and, upon completion, approximately 10,000 employees would occupy the site. The office park may include an employee center and a 2,000-seat conference center. Of the 164 acres, 59 acres (36%) are proposed to be impervious surface covered by buildings, parking area, and roadways; 11 acres (7%) include a lake/stormwater detention system; and 94 acres (57%) are landscaping and open space. Also proposed is connection to a well to withdraw groundwater to maintain water levels in the lake/stormwater detention system. Construction and operation of a helistop is proposed on the southwestern portion of the office park, north of the southernmost building. The Boeing Company estimates that flights in and out of the helistop would average one flight per month. The helistop would not provide fuel or maintenance for the helicopter. These services would be obtained at local airfields such as Paine Field and Boeing Field. Private vehicles are assumed to be a major mode of transportation to and from the site; however, the use of public transit (vanpools and carpools) will be encouraged. Surface parking lots would be provided adjacent to the office buildings but are sized to induce high occupancy vehicle (HOV) participation; compliance with the Commuter Trip Reduction Act is required as well. The office park plan is consistent with the City of Renton's Employment-Office designation under the Interim Land Use Element of the Comprehensive Plan (City of Renton Planning/Building/Public Works Department 1993). REN1DN/BOE/NG DEIS VOLUME I 08/22/93u 2-4 CHAPTER 2 , s _- __CST(' tiN 161'h SIK1..r_7 4a� r f,= - - .. — _ -- _ _ .f~ ? L' L C _ j e isrtaae sT . t 1 - - f , ! -�� iJ� ^ t �i I „ o � � re II ` ,) _-i .- N T I . :L_:; L SITE PLAN i - r A - = For EIS Submission C. • • • S'.. — - = .1 ------ - 272 — '-��Du [-1 ( T I ems. 'b'' �-.•{ _ e — April 15, 1993 J • 1t 1~ LONGACRES PARK MASTER PLAN —I ° '- The Boeing-Company y-� -' _ ..;! Skidmore, Owings& Merrill San Francisco Figure 2-1 . Site Plan for Proposed Action, Office Park (Dispersed Pattern) 8.3.1.1 Operation of Proposed Helistop As part of Alternatives 1, 2, and 3, a helistop would be constructed in the southwestern portion of the site. Currently, The Boeing Company operates two helicopters in the Puget Sound area. In the future, only one helicopter, a Sikorsky Model S-76B, will be operating. It is estimated that flights in and out of Longacres Office Park will average one flight per month. This is based on existing helicopter use at other facilities. Currently, flights in and out of Paine Field average less than once per month. Flights in and out of the Boeing Computer Center(BCS) average three to four times per year. The most heavily used site is Auburn, with flights in and out still averaging less than once per month. The typical noise level associated with helicopters is 76 to 84 dBA at a distance of 500 feet from the aircraft. This is similar to noise levels described earlier for various pieces of construction equipment. Current noise abatement procedures for helicopter flight include reducing operating speeds and decreasing the approach and take-off angle at the helistop. While helicopter noise is not regulated, it is assumed that flights in and out of Longacres Office Park would occur during typical business hours and that noise abatement procedures would be used. Helicopter noise could temporarily disturb or distract area residents; however, because of the small number of projected flights in and out of Longacres Office Park, disruptions would be infrequent and short. It is important to note that a helicopter flight school is currently operating south of the site with many take-offs and landings occurring each day. It is unlikely that The Boeing Company operation would noticeably increase helicopter activity in the area. Long-term noise impacts would not be expected. 83.1.2 Effects of Noise on Wildlife The infrequent helicopter landings and takeoffs at the site would result in a temporary increase in noise levels in the vicinity of the helistop and the South Marsh which is located approximately 700 feet from the helistop at its closest distance. Wildlife species that are known to occur in the South Marsh and elsewhere on the project site are described in Volume 2, Appendix D. Noise levels at the nest site and South Marsh would temporarily increase during helicopter landings and takeoffs. At a distance of 500 feet (a distance that would only be achieved during helicopter flyovers), the decibel level at the nest site and South Marsh would temporarily increase from 68 dBA to approximately 80 dBA (Table 8-2). The response of wildlife to noise has been found to vary with species and, more importantly, with the level of adaption to noise achieved by the wildlife (Fletcher and Busnel 1978). Wildlife, including raptors, are known to adapt to both visual and auditory man-caused intrusions, and under some circumstances, be attracted to noisy settings (e.g., airports) such that the potential for collisions between birds and aircraft becomes a problem REP1ON/BOEING DEIS VOLUME 1 08/22/94u 8-12 CHAPTER 8 • (U.S. Environmental Protection Agency 1980). The use of helicopters is a common technique for wildlife surveys, including surveys of raptor nests and use (Cooperrider et al. 1986). Studies of the effects of noise on nesting raptors is limited however, a study by Holthuijzen et al. (1990) on the effects of blasting (instantaneous noise) on nesting prairie falcons in southwestern Idaho, concluded that loud (range 129-141 dB at nests) and infrequent (1-2 per day) events did not adversely affect behavioral repertoire, productivity or occupancy of nesting falcons. Given the proposed infrequent use of the helistop, the relatively low noise levels of the helicopter (80 dBA at 500 feet), helicopter use as currently proposed, would not likely cause a significant adverse impact on wildlife on the project site or adjacent properties. 8.3.2 Assessment of 2010 Noise Impacts The purpose of this analysis is to provide information describing existing ambient noise levels within the project area. As discussed, existing noise levels are primarily the result of vehicles traveling on roadways adjacent to the project site. Ambient noise levels monitored or modeled at single receptor sites are based on traffic conditions and other noise sources near each receptor. Dominant noise sources vary with receptor location. Traffic noise levels currently exceed FHWA noise abatement criteria at some sensitive receptors located along heavily traveled roadways. Traffic-generated noise, as opposed to a single noise source (e.g., manufacturing facilities), is exempt from regulation pursuant to Chapter 173-60-05O(4)(a) WAC. Under existing conditions there are few trips generated relative to traffic volumes on adjacent roadways. As a general rule, there must be a doubling of traffic volume to have a 3 dBA increase in traffic-generated noise. Additionally, observations indicate that vehicles traveling to and from the site, primarily on South 158th Street, do so at a rate of speed lower than vehicles traveling on adjacent roadways. There are no single-source noise generators on the project site. As a result, activities on the project site and vehicles traveling to and from the site would contribute negligibly to existing noise levels. Based on studies of existing conditions, it was determined that a 2010 noise analysis would not be necessary for the proposed project. The traffic volumes represent full build- out conditions in the City and reflect a worst case traffic scenario for the project study area. As discussed, traffic is the predominant source of noise within and surrounding the project area. Daily activities associated with the operation of office center developments do not typically generate significant noise. The primary noise source associated with office center developments would be traffic entering and exiting the complex. It is assumed that activities at the proposed development,under the Proposed Action and Alternative 2,would be characteristic of typical office park developments. Light industrial activities associated RENTON/HOEING DEIS VOLUME 1 O8/22/94u 8-13 CHAPTER 8 with Alternative 3 (e.g., assembly of components such as wire harnesses) could generate additional project-related stationary noise. However, it is anticipated that activities would take place indoors, minimising noise exposure to outside or off-site receptors. After project completion, the most significant noise source attributable to the proposed project that could affect area receptors would likely continue to be traffic traveling to and from the project site, which would overwhelm other noise sources on the project site. Under existing conditions, modeled noise levels show exceedance of the FHWA abatement criteria at five of the seven receptors (Table 8-6). A 3 dBA increase in ambient noise levels is a typical impact threshold used in noise analyses when existing levels exceed FHWA criteria. In other words, if ambient noise levels increase by at least 3 dBA at any receptor under 2010 conditions when existing noise levels exceed the FHWA criteria, the project is considered to have a significant noise impact. A 3 dBA increase is used as an impact threshold because noise levels must increase by approximately 3 dBA before the increase is perceptible to the human ear (White 1975). To produce a net 3 dBA increase in ambient noise levels attributable to the project, operation of the Proposed Action or Alternative 2 or 3 would require a two-fold increase in peak hour 2010 traffic volumes. Additionally, traffic would have to travel at the same speed as under existing conditions. It is unlikely that either of these scenarios would occur under 2010 conditions with the Proposed Action or Alternative 2 or 3. Although traffic volumes associated with the proposed project would not cause a two- fold increase of traffic volumes in the study area, the project would generate additional trips on the road network surrounding the project site. This increase is likely to cause a slight elevation in measurable ambient noise levels; however, the increase is unlikely to exceed 1 to 2 dBA. A 1 to 2 dBA increase would be imperceptible to the human ear and, therefore, by definition, it does not represent a significant noise impact. In summary, a 2010 noise analysis was not performed because traffic volumes predicted to be generated under the Proposed Action and Alternatives 2 and 3 would not cause a two-fold increase in traffic volumes beyond that which would occur under future year conditions without the project. Therefore, future year with project traffic conditions would not cause noise levels to increase by the 3 dBA impact threshold discussed above. Additionally, while traffic attributable to the proposed project may cause some measurable increase in ambient noise levels, it is unlikely that the increase would be perceptible to the human ear. 8.3.3 Cumulative Impacts For noise to noticeably increase, traffic volumes on the road network within and surrounding the project area would have to increase two-fold, with vehicles traveling at existing speeds. This is unlikely considering the anticipated operating conditions on roadways adjacent to the site (see Chapter 14). As a result, it is unlikely that development of this and other planned projects within proximity to sensitive noise receptors identified in RENION/BOEING DEIS VOLUME 1 08/22/94u 8-14 CHAPTER 8 this analysis would generate traffic volumes large enough to noticeably increase ambient noise levels within and surrounding the project area. Development of new stationary noise generators (e.g., light industrial facilities) could affect 2010 noise levels, but land use changes that could result in significant new sources of noise are not anticipated. Given the proposed infrequent use of the helistop, helicopter use as proposed would not cause a significant or adverse impact to those species on the project site or adjacent properties. 8.4 MITIGATION MEASURES 8.4.1 Required Mitigation The following mitigation measures listed below are required by code. Site plan approval is also required and with that approval the hearing examiner may impose additional conditions to mitigate adverse impacts (Title IV, City of Renton Building Regulations, Chapter 31, Section 33). • Restrict outdoor construction activities to specific times. • Ensure that all construction equipment has sound control devices no less effective than-those provided on the original equipment. • Provide a noise education program for operators of excavation equipment and haul trucks. • Construct temporary barriers around loud stationary equipment. • Use electrically powered equipment instead of pneumatically driven machines when possible. 8.4.2 Other Mitigation As discussed, light industrial activities associated with Alternative 3 could generate additional project-related noise. Specific mitigation measures could be incorporated into site and building designs when the kinds of light industrial activities that would take place and the equipment that would be used are determined. • RENTON/BOEING DEIS VOLUME 1 08/22/94u 8-15 cHAJ"T 8 The_following are mitigation measures that could be utilized to minimize impacts from stationary noise sources for the Proposed Action and Alternatives 2 and 3. • Limit hours of outdoor operation (loading/unloading trucks, moving materials etc.) to between 7 a.m. and 5 p.m. • Design on-site circulation patterns to minimise noise impacts to adjacent properties and avoid wildlife habitat areas. 8.5 UNAVOIDABLE ADVERSE IMPACTS No unavoidable adverse noise impacts would occur. 8.6 CITATIONS Barry, T. M., and J. A. Reagan. 1978. FHWA highway traffic noise prediction model. (FHWA-RD-77-108.) Federal Highway Administration. Washington, DC. Bowlby, W., S. Higgans, and J. Reagan. 1982. Noise barrier cost reduction procedure, STAMINA 2.0/OPTIMA users manual. (FHWA/FD-82/011a.) Federal Highway Administration. Washington, DC. Cooperrider, A. Y., R. J. Boyd, H. R. Stuart. 1986. Inventory and monitoring of wildlife habitat. U.S. Dept. of the Interior, Bureau of Land Management. Denver, CO. Fletcher, J. L., and R. G. Busnel. 1978. Effects of noise on wildlife. Academic Press. New York, NY. Holthuijzen, A. M. A., W. G. Eastland, A. R. Ansell, M. N. Kochert, R. D. Williams, and L. S. Young. 1990. Effects of blasting on behavior and productivity of nesting prairie falcons. Wildlife Society Bulletin, Vol. 18, No. 3. p. 270-281. Bethesda, MD. Sculley, R. 1990. Working with noise data: A guide for planners. Jones & Stokes Associates, Inc. Sacramento, CA. U.S. Council on Environmental Quality. 1970. Environmental quality: the first annual report of the Council on Environmental Quality. U.S. Government Printing Office. Washington, DC. RENTON/HOEING DIIS VOLUME 1 08/22/94° 8-16 CHAPTER 8 FINAL ENVIRONMENTAL 422) IMPACT STATEMENT City of Renton Planning/Building/Public Works Longacres Office Park Boeing Commercial Airplane Group March 1995 Renton, Washington Prepared by: Jones & Stokes Associates, Inc. Bellevue, Washington • • to establish and maintain a high quality, safe, and efficient working environment for employees, customers, and visitors while ensuring effective site access, movement between buildings, and the necessary level of site security (Stewart pers. comm.). 1.3 PROPOSED ACTION AND ALTERNATIVES 13.1 Alternative 1 - Proposed Action, Office Park (Dispersed Pattern) The Proposed Action is a phased office park. Under this proposal, the general development pattern would be a suburban, campus-like design, with individual mid-rise buildings dispersed throughout the site. The conceptual plan includes the construction of approximately 2.5 million square feet of office space over 10 to 15 years. It is anticipated that 15 separate office buildings would be constructed over this period and, upon completion, approximately 10,000 employees would occupy the site. The office park may include an employee center and a 2,000-seat conference center. Of the 164 acres, 59 acres (36%) are proposed to be impervious surface covered by buildings, parking area, and roadways; 11 acres (7%) include a lake/stormwater detention system; and 94 acres (57%) are landscaping and open space. Also proposed is connection to a well to withdraw groundwater to maintain water levels in the lake/stormwater detention system. Construction and operation of a helistop is proposed on the southwestern portion of the office park, north of the southernmost building. The Boeing Company estimates that flights in and out of the helistop would average one flight per month. The helistop would not provide fuel or maintenance for the helicopter. These services would be obtained at local airfields such as Paine Field and Boeing Field. Private vehicles are assumed to be a major mode of transportation to and from the site; however, the use of public transit (vanpools and carpools) will be encouraged. Surface parking lots would be provided adjacent to the office buildings but are sized to induce high occupancy vehicle (HOV) participation; compliance with the Commuter Trip Reduction Act is required as well. The office park plan is consistent with the City of Renton's Employment-Office designation under the Interim Land Use Element of the Comprehensive Plan (City of Renton Planning/Building/Public Works Department 1993). 1.3.2 Alternative 2 - Office Park (Clustered Pattern) - Alternative 2 is an office park with a clustered development pattern. This alternative would be similar to the Proposed Action in the total amount of square footage, location of RE 1ON/BOF3NG FEIS 1-3 CHAFFER03/20/95u - Table 1-1. Continued Z Significant Unavoidable • Significant Impacts Mitigation Measures Adverse Impacts R = Mitigation required by federal, state,or local regulations. 0 = Optional mitigation. • Contaminated areas currently exist on-site and may require • Investigate known contaminated areas to determine if cleanup is • None remediation necessary, if so,clean up these areas and report and remediate additional contaminated sites encountered during construction(R) Alternative 2: • Same as Proposed Action • Same as Proposed Action • Same as Proposed Action Alternative 3: • Same as Proposed Action,but potential for greater variety and • Same as Proposed Action • Same as Proposed quantity of hazardous materials on-site due to light industrial Action component No Action Alternative. • Contaminated areas currently exist on-site and may require • Investigate known contaminated areas to determine if cleanup is • None remediation necessary, if so,clean up these areas and report and remediate additional contaminated sites encountered during construction (R) Cfw"rxR 10-LAND Use Proposed Action: • Potential disturbance to surrounding land uses during construction • See Chapters 3,4,and 8 for mitigation for construction-related • None impacts to earth,air,and noise, respectively(R) • Hearing Examiner conditional use permit for helistop(R) • Potential inconsistency with Renton policies encouraging parking • Renton could encourage use of parking structures(0) • None structures for office developments Alternative 2: • Potential disturbance to surrounding land uses during construction • See Chapters 3,4,and 8 for mitigation for construction-related • None impacts to earth,air,and noise, respectively(R) • Hearing Examiner conditional use permit for helistop(R) Alternative 3: • Same as Proposed Action,except development of parking structure • Same as Proposed Action • None is unknown cacvnrfcav uotitIUIJOfill/ • Appendix I s Technical Report for Noise The Boeing Company Longacres Office Park Renton, Washington Prepared for: City of Renton Planning/Building/Public Works Municipal Building 200 Mill Avenue S Renton, WA 98055 Prepared by: Jones & Stokes Associates, Inc. 2820 Northup Way, Suite 100 Bellevue, WA 98004-1419 (206) 822-1077 August 22, 1994 • This document should be cited as: Jones & Stokes Associates, Inc. 1994. Noise, The Boeing Company Longacres Office Park, Renton, Washington. Technical report. August 22. (JSA 91-129.) Bellevue,WA. Prepared for City of Renton Planning/Building/Public Works, Renton, WA. • • Table of Contents Page 1 INTRODUCTION 1 1.1 Project Description 1 1.2 Historical Land Use 1 1.3 Regional Project Location 2 1.4 Local Project Area 2 2 EXISTING CONDITIONS 2 2.1 Background Information on Noise 2 2.1.1 Noise Terminology and Decibel Scales 2 2.1.2 Working with Decibel Values 4 2.2 Guidelines for Interpreting Noise Levels 4 2.2.1 Federal Agency Guidelines 4 2.2.2 State Agency Guidelines 5 2.2.3 Local Agency Guidelines 8 2.3 Monitoring Existing Noise Levels 8 2.3.1 Monitored Ambient Noise Levels 8 2.4 Predicted Noise Levels 11 2.4.1 Model Description 11 2.4.2 Model Validation 11 2.4.3 Model Traffic Data 12 2.4.4 Description of the Roadway Network and Receptors 12 2.4.5 Noise Levels at Sensitive Receptors under Existing Conditions 12 2.5 Conclusions 15 3 CITATIONS 16 REN ON/BOEING DEIS • VOLUME 2 08/22/94u 1 APPENDIX 1 • List of Tables and Figures Page Table 1 Weighted Sound Levels and Human Response 3 2 Federal Highway Administration Noise Abatement Criteria 6 3 Maximum Permissible Environmental Noise Levels 7 4 Short-Term Noise Monitoring Sites 9 5 Traffic Characteristics and Recorded Short-Term Noise Levels within the Project Area under Existing Conditions 10 6 Description of Sensitive Receptor Sites within Project Area 13 7 1992 Modeled Noise Levels at Sensitive Receptor Sites within Project Area 14 Figure 1 Vicinity Map, The Boeing Company Longacres Office Park; Renton, Washington follows 1 Local Project Area for Noise Analysis follows 2 3 Short-Term Noise Monitoring Sites follows 9 4 Sensitive Noise Receptor Locations follows 12 RENTON/BOEING DEIS VOLUME 2 08/22/94u 11 APPENDDC I 1 INTRODUCTION 1.1 Project Description The Boeing Company proposes to develop an office park on a 164-acre property which is a portion of the site of the former Longacres Park Racetrack in Renton, Washington (Figure 1). The Environmental Impact Statement (EIS) analyzes a proposed development plan, two additional development alternatives, and the No Action Alternative. Alternative 1 (the Proposed Action) and Alternative 2 include the construction of approximately 2.5 million square feet of office space developed over 10 to 15 years. With the Proposed Action, it is anticipated that 15 separate office buildings would be constructed. Alternative 2 would include 7 buildings and 2 parking garages. Approximately 10,000 employees would occupy the development at completion for both the Proposed Action and Alternative 2. Alternative 3 proposes that the site be subdivided into 8 to 10 individual parcels (of 16 to 20 acres each) and developed for office and light industrial uses. Approximately 8,500 employees would occupy the site. Under No Action,the fourth alternative, the site would remain undeveloped. It is expected that The Boeing Company would perform routine maintenance on the grounds of the former racetrack, such as mowing and maintaining drainage ditches and culverts. If the City of Renton determined that existing structures constituted a public hazard or nuisance, it is likely that such structures would be demolished. The purpose of this technical report is to describe the existing noise conditions that impact or may impact sensitive receptors surrounding the project site. 1.2 Historical Land Use Prior to the construction of Longacres Park Racetrack in 1933, the site was used for agricultural purposes. The racetrack was used primarily for thoroughbred horse racing, but between racing seasons it was also used for such events as automobile shows. Live horse racing ended in September 1992. Satellite racing continued until February 1994. Portions of the racing facilities, including tracks, grandstands, barns and stables, dining facilities, and parking areas, remain on the site. 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Iiii.it�i "i dill• �,i.ittt3 *: ; +#•N}"+� ! t ,E.. S•i liil cri 1 t t t ��:'{ .2 .. Y l+f • h 3 ar , yy fl "1'2 j" J �+kr f .•ti i 7 1 i,:'1,..}'. ..7• +.7F�Y 4 Y 1f•'; �b 1• ..7 o)+mac :ael� ... .:•xi:2.+. ._.:,,:o.w« 4:.: :. :t.. ., �a �7it'+ a a". yli..:ic... .y3:t >atitLtaFAUlltt .4ai.. LL } 1.3 Regional Project Location Renton occupies approximately 16 square miles at the south end of Lake Washington. It is located near the junction of Interstates 5 and 405 (I-5 and I-405), and is within a short distance of Seattle-Tacoma International Airport. Renton is at the crossroads of the regional transportation network. 1.4 Local Project Area For the purpose of the noise analysis, the local project area is defined as the area north of Southwest 43rd Street, east of State Route (SR) 181, west of SR 167, and south of Southwest Grady Way (Figure 2). 2 EXISTING CONDITIONS 2.1 Background Information on Noise _ The purpose of this report is to identify existing noise levels at receptors located adjacent to or surrounding the project site. Because existing noise levels are generated primarily by motor vehicles operating on the surrounding road network, Federal Highway Administration (FHWA) noise abatement criteria are used to determine whether noise levels exceed standards developed by the FHWA to ensure protection of public health or welfare. 2.1.1 Noise Terminology and Decibel Scales Sound travels through the air as waves of minute air pressure fluctuations caused by vibration. In general, sound waves travel away from the noise source as an expanding spherical surface. The energy contained in a sound wave is consequently spread over an increasing area as it travels away from the source. This results in a decrease in loudness at greater distances from the noise source. Sound-level meters measure the actual pressure fluctuations caused by sound waves, with separate measurements made for different sound frequency ranges. These measurements are reported in a logarithmic decibel (dB) scale. Most sounds consist of a broad range of sound frequencies. Because the human ear is not equally sensitive to all frequencies, many frequency-weighting schemes have been used to develop composite decibel scales that approximate the way the human ear responds to noise levels. The "A- weighted" decibel scale (dBA) is the scale most widely used for this purpose (Table 1). RENTON/BOEING DEIS VOLUME 2 08/22/94u 2 APPENDDC I o 9is W sw Gra• A im._ -:::: ..:::: .::::.. .•... ...::::,. ........• .,::::.1i:::.... - ., o lir „ 3swlsth � o Street cc f;!!i.; A..i.iir;::;1111111,9111.111.11 a N m c m T� aY a +;»>::»•gi..:>::::. :. i:::.: SW 27th Street Strander Blvd. 0 O cc _m 167 ■ 3 N w SW 34th Street w c _ 2 > c m m et 0 c To J m Q 0s n SW 41st Street m (7 S CBOT Stree; SW 43rd Street - / • N s,0,5*. Figure 2. Local Project Area for Noise Analysis Table 1. Weighted Sound Levels and Human Response Sound Source 'dBA* Response Criteria Carrier deck jet operation 140 Limit amplified speech 130 Painfully loud Jet takeoff (200 feet) 120 Threshold of feeling and pain Discotheque Maximum vocal effort Auto horn (3 feet) Riveting machine 110 Jet takeoff(2,000 feet) Shout (0.5 foot) 100 Very annoying New York subway station Heavy truck (50 feet) 90' Hearing damage (8 hours) Pneumatic drill (50 feet) Passenger train (100 feet) 80 Annoying Helicopter (in-flight, 500 feet) Freight train (50 feet) Freeway traffic (50 feet) 70 Telephone use difficult Intrusive Air conditioning unit (20 feet) 60 Light auto traffic (50 feet) 50 Quiet Living room Bedroom Library 40 Soft whisper (15 feet) 30 Very quiet Broadcasting studio 20 10 Just audible 0 Threshold of hearing • Typical A-weighted sound levels taken with a sound-level meter and expressed as decibels on the scale. The "A" scale approximates the frequency response of the human ear. _.- Source: U.S. Council on Environmental Quality 1970. REN-TON/BOEING DEIS VOLUME 2 08/22/94u 3 APPENDIX I • Varying noise levels are often described in terms of the equivalent constant decibel level. Equivalent noise levels (Leq) are used to develop single-value descriptions of average noise exposure over various periods of time. Such average noise exposure ratings often include additional weighting factors for annoyance potential attributable to time of day or other considerations. The Leq data used for these average noise exposure descriptors are generally based on A-weighted sound-level measurements. 2.1.2 Working with Decibel Values The nature of decibel scales is such that individual decibel ratings for different noise sources cannot be added directly to give the rating of the combination of these sources. Two noise sources producing equal decibel ratings at a given location will produce a composite noise level 3 dB greater than either sound alone. When two noise sources differ by 10 dB, the composite noise level will be only 0.4 dB greater than the louder source alone. Most people have difficulty distinguishing the louder of two noise sources if they differ by less than 1.5 to 2.0 dB. In general, a 10 dB increase in noise level is perceived as a doubling in loudness. A 2 dB increase represents a 15% increase in loudness. When distance is the only factor considered, sound levels from an isolated noise source will typically decrease by about 6 dB for every doubling of distance away from the noise source. When the noise source is essentially a continuous line (e.g., vehicle traffic on a highway), noise levels decrease by about 3 dB for every doubling of distance. 2.2 Guidelines for Interpreting Noise Levels. Various federal, state, and local agencies have developed guidelines for evaluating land use compatibility under different noise level ranges. For general reference, these guidelines are discussed in detail here. Because existing noise levels within the project area are generated primarily by motor vehicles operating on the road network surrounding the project site, FHWA criteria are used to evaluate the significance of noise levels under existing conditions. 2.2.1 Federal Agency Guidelines The federal Noise Control Act of 1972(Public Law 92-574)established a requirement that all federal agencies administer federal programs to promote an environment free from noises that may jeopardize public health or welfare. The U.S. Environmental Protection Agency (EPA) was given the responsibility of providing information to the public regarding identifiable effects of noise on public health or welfare,publishing information on the levels of environmental noise that will protect the public health and welfare with an adequate margin of safety, coordinating federal research and activities related to noise control, and establishing federal noise emission standards for selected products distributed in interstate RENTON/BOEING DELI VOLUME 2 08/22/94u 4 APPEJDDC I commerce._ The federal Noise Control Act also directed that all federal agencies comply with applicable federal, state, interstate, and local noise control regulations. Although the EPA was given significant public information and federal agency coordination roles, each federal agency retains authority to adopt noise regulations pertaining to agency programs. The EPA can require other federal agencies to justify their noise regulations in terms of the federal Noise Control Act policy requirements. The Occupational Safety and Health Administration retains primary authority for setting workplace noise exposure standards. In the interest of aviation safety, the U.S. Federal Aviation Administration retains primary jurisdiction over aircraft noise standards. The FHWA has adopted criteria for evaluating noise impacts associated with federally funded highway projects and for determining whether these impacts are sufficient to justify funding noise mitigation actions (47 FR 131:29653-29656). The FHWA noise abatement criteria are based on peak hour Le noise levels. The peak 1-hour Leq criteria for residential, educational, and healthcare facilities are 67 dB outdoors and 52 dB indoors. The peak 1-hour Leq criterion for commercial and industrial areas is 72 dB (outdoors). Table 2 lists noise abatement criteria specified in the Federal-Aid Highway Program Manual. While the proposed project is not considered a highway project, noise generated within the project area under existing conditions can be attributed to motor vehicles operating on the road network adjacent to and surrounding the project site. Therefore, FHWA criteria are used to evaluate the significance of ambient noise levels under existing conditions. 2.2.2 State Agency Guidelines The Washington Administration Code (Chapter 173-60 WAC) specifies noise limits that restrict both the level and duration of noise measured at any given point within a receiving property. The maximum permissible environmental noise levels depend on the land use of the property containing the noise source and the land use of the property receiving that noise (Table 3). Land uses are categorized as follows: • Class A includes lands where humans reside and sleep. This includes residential areas, parks, camps, health facilities, and correctional facilities. • Class B includes lands not used for human habitation where protection against noise interference with speech is required,including commercial and retail areas; theaters, stadiums, and fairgrounds; and facilities for educational, religious, and government use. • Class C includes lands used for economic activities where higher noise levels than experienced in other areas are normally anticipated,including industrial and agricultural areas. RENTON/BOEING DEIS VOLUME 2 08/22/94u 5 APPENDIX I Table 2. Federal Highway Administration Noise Abatement Criteria ecl Activity Noise Levels Category (dBA) Description of Receptor A 57 (exterior) Lands on which serenity and quiet are of extraordinary significance and serve an important public need, and where the preservation of those qualities is essential if the area is to continue to serve its intended purpose B 67 (exterior) Picnic areas, recreation areas, playgrounds, active sports areas, parks, residences, motels, hotels, schools, churches, libraries, and hospitals C 72 (exterior) Developed lands, properties, or activities not included in Categories A or B above D -- Undeveloped lands E 52 (interior) Residences, motels, hotels, public meeting rooms, schools, churches, libraries, hospitals, and auditoriums Source: 47 FR 29653, July 8, 1982. • RENTON/BOEING DEIS 6 VOLUME 2 08/Z2/94u APPENDIX I Table 3. Maximum Permissible Environmental Noise Levels (dBA) Land Use of Receiving Properties Class A Land Use Containing Day Nights Class B Class C Noise Source Class A (residential) 55 45 57 60 Class B (commercial) 57 47 60 65 Class C (industrial) 60 50 65 70 Between the hours of 10 p.m. and 7 a.m. the noise limitations are reduced by 10 dBA for Class A land uses. Sources: Chapter 173-60 WAC, City of Renton Title 8 Health and Sanitation, Chapter 7. RE TON/BOEING DEIS • VOLUME 2 O8/22/94u 7 APPENDIX I At any hour of the day or night, the applicable noise limitation for any receiving property may be exceeded in any 1-hour period by no more than: • 5 dBA for a total of 15 minutes, • 10 dBA for a total of 5 minutes, and • 15 dBA for a total of 1.5 minutes. Sounds created by motor vehicles regulated by Chapter 173-62 WAC and sounds resulting from construction activity at temporary construction sites are exempt from all provisions of 173-60 WAC. Noise from activities (including truck operations) within facility boundaries is subject to provisions contained in Chapter 173-60 WAC. 2.2.3 Local Agency Guidelines The City of Renton, through Title 8, Chapter 7 of the Zoning Code, has adopted noise limitations criteria established under Chapter 173-60 WAC and shown in Table 3. As stated, traffic-related noise is exempt from Chapter 173-60 WAC. The regulations contained in Chapter 173-60 WAC are applicable only to single-source noise generators (e.g., manufacturing facilities). For the purpose of determining the_significance of existing noise levels, FHWA noise abatement criteria (Table 2) will be used. 2.3 Monitoring Existing Noise Levels Noise monitoring was conducted in the project area between 4 and 5:30 p.m. on Wednesday, September 30, 1992, and between 1 and 3 p.m. on Thursday, October 1, 1992. Testing was performed to validate and calibrate the traffic noise prediction model and to document existing noise levels. Short-term (15-minute) monitoring was conducted at five sites within the project area. Noise monitoring locations are described in Table 4. Figure 3 shows the short-term monitoring locations. 23.1 Monitored Ambient Noise Levels Table 5 shows the traffic volumes, fleet mix, and approximate travel speed of vehicles in the immediate vicinity of the monitoring sites. Table 5 also shows the resulting ambient noise levels at the monitoring sites. Vehicles in the fleet mix are defined as follows: • Automobiles and light trucks include all vehicles with two axles and four wheels designed primarily for transportation of nine or fewer passengers or for the transportation of cargo. Generally, the vehicle weight is less than 10,000 pounds. • RE TON/BOEING DEIS p VOLUME 2 08/22/94u 8 APPEI.IDIX 1 • Table 4. Short-Term Noise Monitoring Sites Monitoring Site Site Location 1 Nendel's Inn parking lot on southwest corner of SR 181 and South 158th Street 2 Commercial center located on the northwest corner of East Valley Road and Southwest 43rd Street 3 Holiday Inn Hotel parking lot located on the southeast corner of Southwest Grady Way and SR 167 4 Parking lot of the office/business park located on the south side of Southwest 43rd Street across from the single-family residential units abutting the Southwest 43rd Street right-of-way between Oakesdale Avenue Southwest and SR 181 5 Parking lot adjacent to and south of the single-family dwelling units located on the east side of SR 181 between South 158th Street and Strander Boulevard - Note: Monitoring locations are shown in Figure 3. RENTON/BOEING DEIS VOLUME 2 08/22/94u 9 APPENDIX •S 3 SW Gam. W ••_- v 3SW161h poole" o to Street c 3 ~seen s m 00103. 1 sy © OI::;:y:::• SW 27th Street Strander Bl Vd. cc CDTo W 3 SW 34th Street • W co G C e m v JCZ as m 41, SW 41 St Street s 180th street SW 43rd Street 2 4 5/1 W4 Figure 3. Short-Term Noise Monitoring Sites Table 5. Traffic Characteristics and Recorded Short-Term Noise Levels within the Project Area under Existing Conditions Vehicle Fleet Mix Autos/ Light Medium Heavy Approx. FHWA Monitored Monitoring Location Trucks Trucks Trucks Speed° Criteria` Level° Site 1 (Category By 639 19 30 35 67 69 Site 2 (Category C)° 508 11 19 25 72 68 Site 3 (Category B) 610 1 5 25 67 68 Site 4 (Category B) 421 14 26 35 67 68 Site 5 (Category B) 568 26 24 40 67 68 ' Vehicle fleet mix is in numbers of vehicles counted per monitoring period. °Approximate speeds are in miles per hour. ` Criteria are in Ley in dBA. o Monitored levels are 15-minute Leg in dBA. ` See Table 2 for definitions of Categories B and C. RENTON/BOEING DEIS VOLUME 2 08/22/94u 10 APPENDDC 1 • • Medium trucks include all vehicles having two axles and six wheels designed for transportation of cargo. Generally, the vehicle weight is greater than 10,000 pounds but less than 26,000 pounds. • Heavy trucks include all vehicles having three or more axles and designed for transportation of cargo. Generally, the vehicle weight is greater than 26,000 pounds. As shown in Table 5, the FHWA noise abatement criterion of 67 dBA Leg for Category B receptors is currently exceeded at all monitored sites located within the project area. This is largely a result of the large number of medium and heavy trucks operating on the local road network. Monitored ambient noise levels at the Category C receptor are within the FHWA noise abatement criteria for Category C receptors. 2.4 Predicted Noise Levels 2.4.1 Model Description Traffic noise levels were predicted using the FHWA Noise Prediction Model as specified in Report FHWA-RD-77-108 (Barry and Reagan 1978). STAMINA 2.0 (Bowlby et al. 1982) is a computer implementation of the FHWA noise model that was used in this analysis. The STAMINA 2.0 program can process up to 30 roadways, each of which may have up to 14 links. Speeds are limited to between 30 and 60 miles per hour (mph). Input speeds less than 30 mph are defaulted to 30 mph, and input speeds greater than 60 mph are defaulted to 60 mph. When traffic speeds are less than 30 mph, the model predicts noise levels higher than those actually occurring. When actual speeds are greater than 60 mph, the model predicts noise levels lower than those actually occurring. 2.4.2 Model Validation Peak p.m. hour traffic volumes and speeds were used as input to the STAMINA 2.0 program. Nominal speeds between 30 and 40 mph were used for surface streets within the project area; speeds on mainline SR 167 and I-405 ranged from 45 to 55 mph. Generally, modeled noise levels compared favorably with those measured at monitoring sites; however, there are characteristics within the project area that are difficult to simulate within the STAMINA 2.0 program. These are changes in terrain elevation, the presence of elevated roadways, and the presence of buildings or other shielding devices between roadways and receptor sites. As a result, some minor adjustments were made to the STAMINA 2.0 model Leg predictions to more closely approximate actual monitored noise levels. RENTON/BOEING DEIS VOLUME 2 O8/22/94u 11 APPENDIX I 2.4.3 Model Traffic Data Traffic volumes and speeds for existing and future-year conditions were determined from traffic data provided by The Transpo Group and on-site observations. The traffic volumes represent full build-out conditions and reflect a worst case traffic scenario. The intent of the modeling is to determine peak hourly noise levels for comparison with FHWA criteria. Vehicle fleet mix percentages were calculated based on the average fleet mix observed during on-site noise monitoring. For the purpose of this analysis, the fleet mix is: automobiles and light trucks (94%), medium trucks (2%), and heavy trucks (4%). When applicable, traffic speeds were adjusted based on the volume-to-capacity ratio of the roadway. Level-of-service (LOS) C volumes and speeds were used on roadways where the calculated LOS is C, D, E, or F. The LOS C speed and volume are generally considered to result in the highest noise level that will occur on a given roadway because the highest free-flowing speed occurs under these conditions. 2.4.4 Description of the Roadway Network and Receptors A roadway network was developed for the project area. Some road improvements are planned. These could include construction of a high occupancy vehicle (HOV) interchange at SR 167 and Southwest 27th Street. This improvement is expected to occur in the future; therefore, it was not included as part of the existing road network. Few sensitive receptors (houses, schools, etc.) exist within the project area, as commercial and light industrial facilities are the dominant land uses in the area. Eight receptors were identified within the project area. Receptor locations are shown in Figure 4. A drop-off rate of 3 to 4.5 dB per doubling of distance was used to simulate noise attenuation between the source and receptor. Receptor locations are defined in Table 6. 2.4.5 Noise Levels at Sensitive Receptors under Existing Conditions Table 7 shows noise levels at sensitive receptors within the project area under existing conditions using 1992 p.m. peak hour traffic volumes and the existing fleet mix. As shown, the modeled noise levels exceed FHWA noise abatement criteria at Receptors 1, 2, 5, 6, and 7. The FHWA criteria are currently not exceeded at Receptor 4 (Valley Medical Center). As shown in Table 5, FHWA criteria are exceeded at Monitoring Site 5. Data collected at Monitoring Site 5 were intended to simulate existing noise conditions at Receptor 3 (Table 6). The monitored noise levels (68 dBA) are approximately 1 dBA higher than modeled noise levels (67 dBA) (Table 7). A 1 dBA variation is an imperceptible difference. It is likely that existing noise levels at Receptor 3 are equal to or marginally exceed FHWA criteria during the p.m. peak hour. RENTON/BOEING DEIS VOLUME 2 08/22/44u 12 APPENDIX I o cifo Wa ULd 111/111111.1.- Jfn Street c Q 3 = m la vn _ > k U 0„ay Q O SW 27th Street Strander Blvd. O 0 411) SW 34th Street Y 3 2 N G m mi ec J C Q O C � m m SW 41st Street m O S ISO:"Street SW 43rd Street - f • 6"YW Figure 4. Sensitive Noise Receptor Locations • Table 6. Description of Sensitive Receptor Sites within Project Area Receptor Site Description 1 Nendel's Inn located on west side of SR 181 south of South 158th Street 2 Single-family dwelling units located on east side of SR 181 between South 158th Street and Strander Boulevard 3 Single-family dwelling units abutting the north side of Southwest 43rd Street between Oakesdale Avenue Southwest and SR 181 4 Valley Medical Center' 5 Holiday Inn located east of SR 167, south of Southwest Grady Way, and north of I-405• 6 Single-family residential area located between Raymond Avenue Southwest and Lind Avenue Southwest, north of I-405, and south of Southwest Grady Way 7 Single-family residential area located between Lind Avenue Southwest and SR 167, north of I-405, and south of Southwest Grady Way a Valley Medical Center is outside the study area; however, it was selected because of its sensitivity as a receptor. RENJON/BOEING DEJS VOLUME 2 08/22/94u 13 APPENDIX I Table 7. 1992 Modeled Noise Levels at Sensitive Receptor Sites within Project Area FHWA Receptor Receptor Modeled FHWA Criteria Receptor Category' Description Noise Levels (dBA)' 1 B Nendel's Inn located on west side 68 67 of SR 181 south of South 158th Street 2 B Single-family dwelling units located 68 67 on east side of SR 181 between South 158th Street and Strander Boulevard 3 B Single-family dwelling units 67 67 abutting the north side of Southwest 43rd Street between Oakesdale Avenue Southwest and SR 181 4 B Valley Medical Center' 65 67 5 B Holiday Inn located east of SR 167, 67 67 south of Southwest Grady Way, and - north of I-405 6 B Single-family residential area 69 67 located between Raymond Avenue Southwest and Lind Avenue Southwest, north of I-405, and south of Southwest Grady Way 7 B Single-family residential area 69 67 located between Lind Avenue Southwest and SR 167, north of I- 405, and south of Southwest Grady Way Note: Receptor locations are shown in Figure 4. ' For Category B land uses, see Table 2. ° Outside of study area; however, chosen as a receptor because of its proximate location and sensitivity to noise. RENTON/BOEING DEIS VOLUME 2 08/22/94u 14 APPENDIX I 2.5 Conclusions The purpose of this analysis was to provide information describing existing ambient noise levels within the project area. As discussed, existing noise levels are generated primarily from vehicles traveling on roadways adjacent to the project site. Noise levels currently exceed FHWA noise abatement criteria at some sensitive receptors located along heavily traveled roadways. Traffic-generated noise, as opposed to a single noise source (e.g., manufacturing facilities), is exempt from regulation pursuant to Chapter 173-60 WAC. Under existing conditions, the proposed project site generates few trips relative to traffic volumes on adjacent roadways. Additionally, observations indicate that vehicles traveling to and from the site, primarily from South 158th Street, do so at a rate of speed lower than vehicles traveling on adjacent roadways. There are no, single-source noise generators on the project site. As a result, activities on the project site and vehicles traveling to and from the site contribute negligibly to existing noise levels. Construction of the proposed project would likely increase ambient noise levels within the project area. However, noise generated from project construction is considered a short-term impact and is not regulated pursuant to Chapter 173-60 WAC. To minimize construction noise impacts, it is assumed that the City would establish customary requirements for construction contractors to maintain noise muffling apparatus on all heavy equipment operated within the area. A future-year noise analysis will not likely be necessary for the proposed project for several reasons which are herein described. As reported, traffic is the predominant source of noise within and surrounding the project area. The studies of existing conditions were based upon 2010 traffic volumes presented in a transportation report issued by The Transpo Group in February 1993, which assumed full build-out of the City, and therefore, reflect a worst case traffic scenario. Since The Transpo Group's report was issued, the City of Renton has prepared the Interim and Draft Final Transportation Elements of the Comprehensive Plan (City of Renton 1993, 1994), using Puget Sound Regional Council traffic forecast data, with adjustments made to reflect particular conditions within the City. Overall, the revised traffic numbers reflect lower 2010 traffic volumes within the study area than those numbers projected under full build-out conditions. A new noise study would not be necessary with the revised (lower) numbers, as these numbers are not sufficiently different to cause a perceptible change in 2010 noise levels over those levels that would occur under full build-out conditions within the study area. Additionally, daily activities associated with the operation of office center developments do not typically generate significant noise levels. It is assumed that activities associated with the proposed development, under each development alternative, would be RENTON/BOEING DEIS VOLUME 2 08/22/94u 15 APPENDIX I • characteristic.of typical office developments. After project completion, the most significant noise source attributable to the proposed project would continue to be traffic traveling to and from the project site. Under existing conditions, modeled noise levels show exceedance of the FHWA - abatement criteria at six of the seven receptors. Under future-year conditions, a 3 dBA increase in ambient noise levels is a typical impact threshold used in noise analyses when existing levels exceed FHWA criteria. In other words, if ambient noise levels increase by at least 3 dBA under future-year "with project" conditions when existing noise levels exceed the FHWA criteria, the project is considered to have a significant noise impact. A 3 dBA increase is used as an impact threshold because noise levels must increase by a minimum of 3 dBA before the increase is perceptible to the human ear. To produce a net 3 dBA increase in ambient noise levels attributable to the project, traffic volumes attributable to operation of the proposed project would have to cause a two-fold increase in total future- year volumes. Additionally, traffic would have to travel at the same speed as under existing conditions. As shown in the traffic analysis, it is unlikely that either of these scenarios would occur under future-year "with project" conditions. Although traffic volumes attributable to the proposed project are not likely to cause a two-fold increase in future-year volumes, the project would generate a significant number of additional trips on the road network surrounding the project site._ This increase is likely to cause a slight elevation in measurable ambient noise levels; however, the increase is unlikely to exceed 1 to 2 dBA. A 1 to 2 dBA increase is imperceptible to the human ear; therefore, it does not represent a significant noise impact. In summary, the justification for not performing a future-year noise analysis is that future-year traffic volumes attributable to the proposed project are not likely to cause a two- fold increase in traffic volumes that would occur under normal growth conditions. Therefore, traffic attributable to the proposed project would not cause noise levels to increase by the 3 dBA impact threshold discussed above. Additionally, while traffic attributable to the proposed project may cause some measurable increase in ambient noise levels, it is unlikely that the increase would be perceptible to the human ear. 3 CITATIONS Barry, T. M., and J. A. Reagan. 1978. FHWA highway traffic noise prediction model. (FHWA-RD-77-108.) Federal Highway Administration. Washington, DC. Bowlby, W., S. Higgans, and J. Reagan. 1982. Noise barrier cost reduction procedure, STAMINA 2.0/OPTIMA users manual. (FHWA/FD-82/011a.) Federal Highway Administration. Washington, DC. RENTON/BOEING DEIS VOLUME 2 08/22/94u 16 APPENDDC I U.S. Council on Environmental Quality... 1970; Environmental quality: the first annual report of the Council on Environmental:Quality. U.S. Government Printing Office. Washington, DC. W&H Pacific. 1991. Aerial photograph_of Longacres Park. Bellevue,'WA. • • RENTON/BOEING DEIS VOLUME 2 08/22/9411 17 APPENDIX I _,Ta rar, U.S.Department . 4 'I'• •'? of Transportation Seattle Airports District Office nmM wrl Federal Aviation 1601 Lind Avenue, S.W., Suite 250 Administration Renton,Washington 98055-4056 - August 5, 1998 Mr. Richard J. Ford Boeing Company P. O. Box 3707 • m/s 19-35 Seattle, WA 98124 Dear Mr. Ford: We have studied your Notice of Landing Area Proposal, Federal Aviation Administration (FAA) Form 7480-1, to establish a private use use heliport, Longacres Heliport, Renton, Washington, at latitude 47° 27' 34"N and longitude 122° 14' 14"W (NAD 1983). Aeronautical Study 98-SEA-150-NRA indicates that the proposal would not be contrary to the safe and efficient use of navigable airspace. Therefore, we have no objection to its establishment. This airspace determination should not be construed to mean FAA approval of the physical development involved in the proposal. It is only a determination with respect to the safe and efficient use of airspace by aircraft. In making this determination, the FAA has considered matters such as the effect the proposal would have on existing or contemplated traffic patterns of neighboring airports, the effects it would have on the existing airspace structure and projected programs of the FAA, and the effects that existing or proposed man-made objects (on file with the FAA) and natural objects within the affected area would have on the heliport proposal. This determination no way preempts or waives any ordinance, laws, or regulations of any other governmental body or agency. No evaluation of the environmental aspects of your proposal has been made, therefore, this determination does not constitute environmental approval under the National Environmental Policy Act of 1969. You should be aware that the FAA cannot prevent the construction of a structure near the heliport. The airport environs can only be protected through such means-as local zoning ordinances or acquisition of property rights. 1✓`�� s • 1 . 2 We recommend that the proposal be developed per established heliport design standards. For this purpose, the FAA has prepared a useful and interesting handbook entitled " Heliport Design", Advisory Circular 150-5390-2. Chapter 2 on Private Use Heliports of this publication is enclosed. When the proposal becomes operational, please complete and return the enclosed FAA Form 5010-5, "Airport Master Record", which is pre-addressed for that purpose. The enclosed "Appendix 1, Description and Instruction for Each Data Element" is provided for your use in completing this form. If the proposal does not become operational and/or the FAA Form 5010-5 is not submitted by, June 30, 1999, this airspace determination will expire. A time extension may be requested, but its issuance will be dependent upon a review of aeronautical activity in the area. If in the future you wish to open the heliport to public use, a new airspace determination will be required. Thank you for your cooperation and patience in this matter. If you have any questions, please call me at (425) 227-2655. Sincerely, Paul F. Johnson, P.E. Civil Engineer Washington Section 4 Enclosures: Dimensional standards FAA Form 5010-5 Appendix 1 to 5010-5 Heliport Design cc: Northwest Public Power Association Washington State Aeronautics (w/7480-1 and map) AAS-330 (w/7480-1 and map) ANM-530 ANM-900 (w/7480-1 and map) ANM-902 (w/7480-1 and map) A W P-930 (w/7480-1 and map) FIGU.' 1: HELISTOP LOCATION : .-�P °�'�� \\ ift l / S4',i ,,.1,......p.. • ..,. IS.��`-,. I 1./� Bl„emock .10eF •r �� "APO allidrirl �', lir )1\rIP INEDI-. s''""" ' - FA A- -Z4111:kmb& AI_MIL I IRIrtyt-i.s kil 110 _i i ... 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I II.1 ! ..' • . .1 i J1 . .-. hi i . .: ..... _ . LOP PROPER Ty LINE ' .1!:! ,..1'.-.77:7.......'..... • --- BURLINGTON NORTHERN SANTA FE RAILWAY ,:,,:.:.,,i,•::::: I MOW IVAMON riln. UM FLOODPLA1N MAP or (10.4) A ulTk /MP AN 100 ... OF M100) LS ... SEP SUE SW 1.1 . 170E1NC HELISTOP PROJECT — —1EPP.0352 I *WA. Will NNW PAL)MASTER LONGFCRES OFFICE WM _OF_ LYNNWOOD / SNOHOMISH CO. KING CO. POULSBO m o Pa 43)1i. REDMOND oo 2 2 ` O ' O W O SEATTLE Milt AN k BRE TO a 1111 VIP 1U Aar co Ili ' rj RENT N O VASHON U ISLAND N c KENT 0 - MAPLE VALLEY 0 O v © SITE LOCATIONn O CL AUBURN a w N 3 KING CO. j PIERCE CO. 0 0 CJ N TACOMA \\ `\ r a n ra o � VICINITY MAP , N :" L SCALE: NONE r 013747\2200\DWG\SEPA0350.DWG Ionekc/6.23.98 1 ` _ "_.._. c° r .\�\ j WEST VALLEY HWY _-... z_..._.. .Q.....1.._........._ .... ....- i.. '.!. BURLINGTON NORTHERN RAILROAD m - O ..CITY LIMITS 7"� ' �_�X -- •` vi t I I-13 CO II --I r 07 ! !1,`Yi Mo m \ mOm �z iU \ / I ! • �l ,` �ry0 OAKESDALE AVE. S.W.y 1 • ..l A0 o j: ! t 1 9 %m -1-1 'A ;lt t ? 1 j y 0 Im * " l 1 �l 11110 Z m� 1 ! —1 1 i. 1 t. ! 1 1 _ il l: .I UND AVENUE SW A. N -- ,l 1,` S—•--� La l 1 EAST VALLEY RD. ' I HWY 167.�..!?......':....F .\ .. ' .__... j ........ '_ L 252304-9004-07 CITY OF RENTON 369700 200 MILL AVE SOUTH RENTON WA y�0 . 252304-9006-05 MELEOD STUART 139999 213 LAKE ST_SOUTH KIRKLAND WA 98033 252304-9019-00 CITY OF RENTON 209800 CITY HALL 200 MILL AVE SOUTH RFNTON WA 98055 252304-9022-05 BURLINGTON NCRTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD u400 SCHAUMBURG IL 60173 252304-9024-03 O W R R E NAV CO 201303 UNION PACIFIC RR CORP PO BOX 2500 BROOMFIELD CO 8CO?0 252304-9037-08 CITY OF SEATTLE 647777 WATER DEPT COUNTY CITY BLDG 252304-9058-02 KOCH HANS GEORGE 190139 ALLPAK CONTAINER 1100 SW 27TH ST RENTON WA 98055 334040-5300-01 FENAROYA CAPITAL COMPANY L.699999 1001 4TH AVE 04700 SEATTLE WA 98154 334040-5305-06 CITY OF RENTON 609800 200 MILL AVE SOUTH RENTON WA 98055 33404C-6120-07 3ITNEY-GROUWS CC 541786 108 FACTORY AVE N 01 RENTON WA 98055 334040-6255-04 CITY OF RENTON 360557 200 MILL AVE S RENTON WA 98055 242304-9037-09 SCHOBER INC 610190 1400 MONSTER RD SW RENTON WA 98055 242304-9054-07 THE BRIDGE GROUP 46130? 16443 SE 35TH ST BELLEVUE WA 980CE 242304-9056-05 LONGACRES JOINT VENTURE 8N3581 921 MIDDLE FORK RD ONALASKA WA 98570 242304-9086-09 PUGET SOUND ENERGY/ELEC 790503 PROPERTY TAX DEPT PO BOX 90868 BELLEVUE WA 98009 242304-9115-04 HUNTER DOUGLAS REAL PROPERT719999 2 PARK WAY RT 173 UPPER SADDLE RVR NY 07458 242304-9128-09 PUGET WESTERN INC 529800 19515 NORTH CREEK PKWY SUITE 310 BOTHELL WA 93011 242304-9129-08 DRAINAGE DIST 1 597777 601 WEST GOWE ST KENT WA 98032 242304-9132-C3 PIERRE JAMES P 715432 PO BOX 27069 SEATTLE WA 98125 242304-9133-02 PUGET WESTERN INC 559800 19515 NORTH CREEK PKWY 0310 BOTHELL WA 98011 242304-9137-08 MCLEOD STUART 839800 213 LAKE ST S KIRKLAND WA 98033 252304-9001-00 CITY OF RENTON 369700 200 MILL AVE SOUTH FENTON WA 98055 ,'A* 7ci<******* c;cic.;<ic;c4**;c*i,<**, ;ci,<ic><icicti<i<i<i< c;4�c CCMMENTS 000580-0007-01 BURLINGTON NORTHRN SANTA FF715175 TAX DEPT 1700 E GOLF RD V100 SCHAUMBURG IL 60173 000580-0013-03 MCLEOC STUART 271011 213 LAKE ST S KIRKLAND WA 98033 000580-0017-09 CITY OF SEATTLE 0005B0-0019-07 CITY OF RENTON 369700 200 MILL AVE SOUTH RENTON WA 98055 000580-0036-06 PUGET SOUND ENERGY/ELEC 790503 PROPERTY TAX DEPT PO BOX 90868 BELLEVUE WA 98009 125381-0230-06 CITY OF RENTON 369700 200 MILL AVE SOUTH RENTON WA 98055 242304-9004-08 PIERRE JAME P 601103 PC BOX 27069 SEATTLE WA 98125 242304-9020-08 DR8 LTD PARTNERSHIP 859999 200 S BROAD ST 6 FLR PHILADELPHIA PA 19102 242304-9028-00 BURLINGTON NCRTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD ;;400 SCHAUMBURG IL 60173 242104-9034-02 MCLEOD STUART 109999 213 LAKE ST S KIRKLAND WA 98033 't fa i 1 ------- . , \ .......- ' \ •10----'-. r i-----f- i /... ...._ \•.,%,,,a, „/"."7.--:-.7------•::::=;--v- \ -7.:::_-:•:::::-.7::_-.7::47:::-..-:-t-.-:::... .s.,......s.....i , \ SW 16TH STREET ••"---":.'''''...a` 1 ("'''' i L N . , ,....•-::::::--r: \ r .—-r.'-:-.s.• I.--.''T,:i• • :: PROPER ! i : LINE \ Ni S.W. 19TH STREET . xgri 1.11[ 11'r I CITY . : • ii CITY CIF I __. .. . . OF sl TUKWILA; i '' I TITT I I. '•:•:•:•:,k-,..' • ‘ i PROJE RENTON SITE ____ .... S.W. 23RD STREET o z 1 4 •Vc g \ .i 1. o BOEING z 4 t 1 •I PROPERTY S.W. 27TH STREET LINE .,_..... ,- cr i ............ > ( •• z a L zi D S.W. 34TH STREET J 2 S i ui i , 1 i '• ) i/i I ) i :g 1 / '' ,... g ......._..........._.............., \s, i i SITE LOCATION in arm r• kinmr 252304-9004-07 CITY OF RENTON 36970O 200 MILL AVE SOUTH RENTON WA 98055 2523O4-9OO6-05 MELEOD STUART 213 LAKE ST_SOUTH 139999 KIRKLAND WA 98033 252304-9019-00 CITY OF RENTON 209800 CITY HALL 200 MILL AVE SOUTH RFNTON WA 98055 252304-9022-05 BURLINGTON NORTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD g400 SCHAUMBURG IL 60173 252304-9024-03 OWRRC NAV CC 201303 % UNION PACIFIC RR CORP PO BOX 2500 BROOMFIELD CO 80020 252304-9037-08 CITY OF SEATTLE 647777 WATER DEPT COUNTY CITY BLDG 252304-9058-02 KOCH HANS GEORGE 190139 3 ALLPAK CONTAINER 1100 SW 27TH ST RENTON WA 98055 334040-5300-01 BENAROYA CAPITAL COMPANY L.699999 1001 4TH AVE 114700 SEATTLE WA 98154 334040-5305-06 CITY OF RENTON 609800 200 MILL AVE SOUTH RENTON WA 98055 334040-6120-07 BITNEY-GROUWS CC 541786 108 FACTORY AVE N 111 RENTON WA 98055 334040-6255-04 CITY OF RENTON 360557 200 MILL AVE S RENTON WA 98055 242304-9037-09 SCHOBER INC 610198 1400 MONSTER RD SW RENTON WA 98055 242304-9054-07 THE BRIDGE GROUP 461302 16443 SE 35TH ST BELLEVUE WA 98008 242304-9056-05 LONGACRES JOINT VENTURE 8N3581 921 MIDDLE FORK RD ONALASKA WA 98570 242304-9086-09 PUGET SOUND ENERGY/ELEC 790503 PROPERTY TAX DEPT PO BOX 90868 BELLEVUE WA 98009 242304-9115-04 HUNTER DOUGLAS REAL PROPERT719999 2 PARK WAY RT 173 UPPER SADDLE RVR NY 07458 242304-9128-09 PUGET WESTERN INC 529800 19515 NORTH CREEK PKWY SUITE 310 BOTHELL WA 93011 242304-9129-08 DRAINAGE DIST 1 597777 601 WEST GOWE ST KENT WA 98032 242304-9132-03 PIERRE JAMES P 715432 PO BOX 27069 SEATTLE WA 98125 242304-9133-02 PUGET WESTERN INC 559800 19515 NORTH CREEK PKWY V310 BOTHELL WA 98011 242304-9137-08 MCLEOD STUART 839800 213 LAKE ST S KIRKLAND WA 98033 252304-9001-00 CITY OF RENTON 369700 200 MILL AVE SOUTH RENTON WA 98055 ;**3,cacalc>; * tick*****#*at**at***ai*sjcscac**ayt*ayc***ajc**3 COMMENTS ' 3 3 000580-0007-01 BURLINGTON NORTHRN SANTA FF715175 TAX DEPT 1700 E GOLF RD ;1.400 SCHAUMBURG IL 60173 000580-0013-03 MCLEOD STUART 271011 213 LAKE ST S KIRKLAND WA 98033 000580-0017-09 CITY OF SEATTLE 000580-0019-07 CITY OF RENTON 369700 200 MILL AVE SOUTH RENTON WA 98055 000580-0036-06 PUGET SOUND ENERGY/ELEC 790503 PROPERTY TAX DEPT PO BOX 9086e BELLEVUE WA 98009 1253E1-0230-06 CITY OF RENTON 369700 200 MILL AVE SOUTH RENTON WA 98055 242304-9004-08 PIERRE JAME P 601103 PO BOX 27069 SEATTLE WA 98125 242304-9020-08 ORB LTD PARTNERSHIP 859999 200 S BROAD ST 6 FLR PHILADELPHIA PA 19102 242304-9028-00 BURLINGTON NCRTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD ;:400 SCH.AUMBURG IL 60173 242304-9034-02 MCLEOD STUART 109999 213 LAKE ST S KIRKLAND WA 98033