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Y s R� n R ao •. e "" `n :'16 a _A ?I' a:.I. a :1 NEIGHDORHOOD �; mi �, :3 DETAIL MAF :u'g: ' 171 6' `a; --a 6' I a L7:4. `;I a 1 G.I R ,1,3 ci r r 2i33+ Fairfield Suites t'3°`�' ~I. :1T6: :( l t • .1 • \ -S 1 M' '-, ,i r3I l03 d 4_ SCALE I"=200' n n: x n n Bin' �� 16 0' LJLfIi u •Ey Id', IS 16 to 3 R so ,S I K' 1.1D ra 1s M/ f� p•/ 11— ATLAS OF SEATTLE - _ LEGEND I F1 I— COPYRIGHTED 6 PUBLISHED BY KROLL MAP COMPANY.INC.,SEATTLE $�N1 Count,.LPI No O Nome Momm SCALE I INCH-T00 FEET "U p�„o,',q"� 1e de q• "'m'�" PP e.Sloree Bnon P., 5 P Ir9r„ ---I- FAIRFIELD SUITES I IIf 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. CITY OF RENTON, KING COUNTY, WASHINGTON a U —' 6 LEGEND O = I3 PROPOSED TYPEG01-1.. ED ..40. i G 6 EpSIWG ME A CAM OASM g U z e a EMT.TYPE 1 GTM GSM ❑ NEW TOWNEPLACE SUITES I r Zp y LL PNCPoSEo STORM oRM.E„ME I I I FF-22.0 ........a VICINITY MAP F NO SORE Q P soon.Se.ono.E LK ::°e'36'EI I 331.* 11 J • PROPOSED SAW.Sae O MOW — — L 1 PROPOSED SAMMY SEER AW°IG1E 1110LOT 2 — �. EXISTING SAMrtNh 5E 1 YWdl O /% — �d¢1 PROM.S..Sf`Q ESE GS z a1fs 4 I I I I p - LEGAL DISCRIPTKNk t0 Y'E ...Lc SAM,Mir SE.wE __— M ".'.'tee" PoxrpN O�f�LOTS 4 Am 5 of Cm cf NExito SHORT our Z =s # __{ I — — R"a�D o COMM,w RECORDING ND°ml,oaoz Z a Epp MT.. s M 14-L,`I`�^^`L = SNUG M W a s,ec ME KM. -O rNE town'v NRc.Surf of WAS.. tea: NS.wM�R A E X F — z �, 9 IPROPOSED,u,E,ewN NEW BUILDNG I — Z BARK; PRorosm ROE NmR.wr ; ,}" FF•-225 c AUAAENrr rrg.1.5.26 ronann M. R 71 11 PROPOSED MArEA AWE N C 1j DCOM's..MIT RI AMExuc.O MST IRON F ze.,S.°.,mi SOKE7 41'NO U Q SPDr NATION, /�� LOT 3 r El/ATOM. 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STORM DRAINAGE PIPE SPECIFICATIONS Rid I 1 ALL 001.3101011 Mk E F AOCOR D/1 E ES M•tees TAN.NE NL 5rEY COIN PIPE MY OE OI EX.S ME Or M FOLLOWING.910E0 MIIELE U.55 AND H W RASH D PATCH SufA TO EE13.41.E M RED.ImE ME ANA EM •PRE..Er ET tE Le IK SA E NATERIK.AS.PIPE EL P`JOINTS EST WE A MINI.WKA As 1/1IY SPLR NE WEI 01630 E FRAME.DR. ...1 LOVE Q. - VEX NO•E NEEEM MIX.VOWS(0 00.0 (MA).NS MERGED°r SECT/ITt NO 9.1 E ARDYrar PIpRCTEDCMO T COPMUC[IOx(PEEP 10 nE : .., r W4/r`L 11 MR T L I 29 g 6 a. Q 11E DR OF WEE DOW..DP PIAC MO. MIAR.ACTUER5 ECOtOOATI.FOR CAM CO./M NEAR,com•N !CEASED RC.NALE —. L010111.. - . 0 PIPE • I lot ��ED. H COiE.LISTYMi(.'Yx.) ~ 1 M 5.01 EOM MEI LIMN E 6xSxoCrtD ACCMMe r0 M APPROVED PL.NS•W NE ON RE M M CSPARIQ'r K PURE NOEL AR COW. T 2 RIG yIAI[lPAi1R SWL E tUa S1 1�AC[OpAK£ME UV.°- di c-ssi n- // Dq'ORYED°M L DEW 9NL E LASES NDESS MEESE APPRMD R CRY LE ENTOX JOINTSME ASW C-A I [OLEO). • • poem ?YY. - STEPS SNALL E M0.1OFD q4 ; ON THE P 6 PEE TEE. IOJEApCE EHCIYYO MO flfYAtxM NE NOTED -1 I..0.1°I.METER PIE.`VIE x.I ONKH 1 DIIO V COVER SWLL 9. ..1 •�• O T YS 111$ q1 APPROHD EOu 3 CONCRETE RISER EY P PE°I`.• I()tZ� Ox M WM. .0.11l OW AM DM mR EI PE]p TS ° ASSINr.KrN EON mI Y EX. PVC wE.SEWN PYfYM.A. M SMLCAE-QTi FY- Au TRW/eIOSOx r/WDESYKIEMoPOMMx PRIER m c1EMSDsi SDI R. O�-1ISEAL C Oro R OPE A.C WLLN6(I E. OE i sULWIX OR SIEICIIWLNE ED.MrEMrYm EvlerAr As € Z C0.�1 EmlllprFD�1^}LWIYY,1 Itlf2j-6 RIG KOEf Is IKN IA B .yTD pS X NW 0019MYA;PPE 4xE-xl•I.D.q LL 11(L�D T Au R�NRM/DLMRr rAwRS YusT E NsrAllm ME E aPOEox PAER ro D SITE SNu E A 2 �:cx¢ SnI r Iv o�o �"(jo EA2 ° ORM N .*TE.As rtiG n OEr:IIS W TEZ RM6 IOI•n;IPOELCOOP�r'ArSh I CIN[TR I� [ • iCO CEO SD STEELQ Fg. • °,M D/PINnAMr a R.ec NaMs sIDEN w,a Dnurr. IxIED PIR NRL MY AVNNT TEArEen I K(z I NWIYMo o ,•o•o MORTAR SHELF 0.05.004. TIE CRASS SEED/MN CM Of RMYON AP Y LE EC WI STAMMd YDES 91NL E 9a WED*C1 AO� E YLICK COINry•rm 5(10 PPIP( 1OP I. '-e IOS EL STEEL ).O10M 1.E T(0A GME vVNIT 8 O O I.E.MMTECT WO AMPLY.m ME DEPNTININI LE MAC WO.STORY ASMAALn IREA..I mA,E. TEETER TO DETAILS SIN DM M1AK FOP xR PIPSMECASi BASE SECTIW Mn Lmm. LwmL DE E IwEa IN DIAETEN(zwEl YIwYM mrEE. �® PPE EOM COM. TO BE Or WE DEsn ItiaLlr° p°cwsr IN sNOF. ! P. ALL PIE MO ANWIENNCES SHALL E LAM ON A PROPERV WORE FILM. 000(04I0 POCVEMIIIE EE1IK M EOVIEENIS°MSMO VI R S NINIYN IN. °•w M AMEX.KM SEEM l-Oz R DI4ETFA SH41 E f. WSISW�R DINEIFA SM1LL E VIA 1 DINETQ EW 5.Y D OF M STATE Of MOL INCL. r Ile M SNRIP NAT(. OCpFE ifi'.HIEEYx1 IS LIIS N'( .) ROAO ME Ile E MSSirlm E RTIST. 4TFA*IWf AIDS' E YN[tIM A ON O', IC D YDESSN lFVF1K Or ME 1REIIUI EfTOY M M TOP OrM PORIOATICx E!y lSm1 NO fHA,1 m.plS Tp YTN p Etli f 6 e P311 V91K RAOOfAI[ Y $ VATE E AS WELL A5 RACISM WO CEPACION Or WOWED EDDMO MTIEN. OYIK ro MW r m. DASX[Tm IOC11 lL E LLEllulm AS RECOIISIOm �``'- % *010 ro Ae•aW MIND[m nLT M FNtPE IDIOM K M PPE 1. E SWCMm ON D•D!. T WEED RIOIX 1 OT SP0 ffiE MITTEN '\.'`V '�V� OMELLOG iiETT'llrriKs SWLL IEEE M EETIIFIfirtf z10.1., tiTx'I:AwnD x xa. sAxITARv sEwEn ENE.SHNL HAVE ALL NTExroN I O p E • :Dx E E twangy cmm o Pa PP'MN.Ew�`YUR u OE mwnm o ROTE E„ Y I•IYr ss rumn FOR 1-TON AxE STINCTMN ru me E PERCENT ...FACES.INCLUDED MEP S.COATED(SFME0) DDEKff ER Am D-tar-Nl. PEA PERE L.sNaD'.r emuc F.Rm PPE 11 .SCUM URETHANE COATING( E-'Z E W NO NON PE PPE ma¢EOM S.E s MLV6 AA•O. LOW x. M OF ECOMINIAME OM/143 .ELL E �wOI E- rONEE OR APPROVL BE E EQUAL L.,W 5fL A N M.MM.STEEL PPE MO ALMO®STEEL PIPE FOR ILL tlYN.]E EWES OASS T Co S.NLwo.00.1nwAOD�,aErrM.aoEMowT00 " 'LT °'�gm`"`axEETE T-PATCH ROAD RESTORATION DETAIL SANITARY SEWER MANHOLE TYPICAL DETAIL 2 g ,,.STORM awxKiPPIPE ORE15 FELT FRAM FREED'MP OF Der a«Kn MIOL ar MR /iq`I ,:....... ... ,.,.f (��) .=Q Iz Au uTCN MSm OMRS LwE sE DFPR®a,0 fFET eaOR PAHlpd I£M1 '-IQ gID.OPEN CDT ROAD CREAMS AEO LETT.RAIL EOM-0r-WV NLL NOT EA`% � 1••L1 i NUMm.1.5 SORIDAAr AOPRp,ED e.Cm R ONION p[PIwRExr TE ROE �f a.-0 SEn RECN NSESS 16. E� WORE.DES.ELOPER •�..:••" ,.• ..•. r 5 5.Q ,w 1 TOP n ME e ) , ROOT FOR EAMON PN0RLI•N O°EADSDE EKES WEE TOED,SELL E ,R ,r; • ,�•II I I °d S°•I MRS „EE,9ML E LL i L Qf SOlrO LMR:ROE(R.EID ro A OFTM OF 1 FOOT•nD M8'i IEfT M I RECYCLED PLASTIC ELL.SHEA IN.TE. ill REEVE SPEORGErO: FEES TO s LEES/AO PE C30 TO ro PERCENT �A" E �" ill PASS.z PENES TO.MU I10E1/30 RME11I TO 40 EMMI REM.MO-xANN PEWS mW1O RECENT TO E POEM PASS. I T. T IPHQnEE `TEAT.M A 1.1100EE.PES139 ARO(AEex Cu EruETm tiL ru .AMEX 1 Of a ACCO`C`D%`M`EsrM"'Mm H s ilbTS mP�s•Dr?.S;AI WE..PE.CHLOODPNOE POST MIED ME ! I 1 ID All dVR IE .ESTME 00.910015 W MITT. µ TE RE ORM W.LY 6.OEM. HE MN UNWED IN NEATENOL TREATED uS�S PANTS E BE . q �LLLrrtA LI sTOWIlA1FA MITT. A2NMTmY M.O.LEIRD/ED b 1 STEEL T.O.COMM ro ASW Aa CNDE A i, ENTON T DRAM OF ES MOM mIM.11 E MERE TO M CM Or ram eOl.vms(Tw.Cr x) y Errs.ELrs.•wAsrlS slwl calsaw ro Am Am. i �'�i SMLEOrMe.MEsepRCONSTMEx EMT RMDRWIENTONMS CLEAN OUT BLOCKING DETAIL w A NO EIf M.101 Cr M ca...LEGAL�••••MO/OR WONT COMET.NON SM.SA.MTm COMMON. non..M OTT Or S. C.ONTE Swu E 0.5 AGO. • ENTON DOES ET xcor5(101 IMV CAT.M TIE M.RRnOAO Am A ROOMAME OLIAE6 9 s MNmIN E Or M SvsIM PROVED DENG me,E,oL I LLAR)RMYO C R O I M mN ACTOR••M E ELMS.FOR PEE.ADE L.WO.WO,5NE r De E:PERORY DEEM RAmEa NO WV 011.NEEDE •D P,uIID• { 1.ACTORS TO PE .M,Rr.NOUN.NO SAM,O/M A.R.,MO TO PER. rSO'�Ea ,•[MEP.SOO o k MN`°N NOW MN K R "RE-0.WFTMME®. DR GAMER.SEES w 4 WY 011.13. MAE TR TE RON Sx.l FM.AR APPROVED TRETC CONTROL NFL R Millill q i TMRC M.P.MAN OF 1T E DFPEEPT Or PIEIC NOES SECTORS RY/. e'A e'Y s-s i Cr M MOT TAIAIIO sEDMGnON$1-0733,WEE CONTROL,STILL APRY. Tor PAM /�I 1,CST h 1/0..MCSRLMS5 L ,/:•CALM.EYE ELr N/NSSA NO NLn. IL SPECS CMO.CE.51.S EL E RELINED N THE PROJECT uocAro.IS•••• V•,'/�VVV 55NONNOCH UNY°�C INT.. I ECESS IS NO PEEN ELT MOOS =i b m i kH M ADIMFI PRORCEN AM \V/• / t � �011.6.5 AD/ML TEST ELM.C.W.O. i"-i- NtIK3!iym:p 3!51: M!fl!5I!3l:„GJ FLAWED 1 GRADE ' /a//0i/�17i0.X\� "'EEO EYa I. _x._.� g a COMM DVM — — —_ - • r _ m w CLASS EIE.MUE, CONCRETE CURB AND SIDEWALK —� I Iw — BA,� 0N•>Iy R0.BEE GAM MOO 0 ro 0NA Tr• As`f� ,� PEt If _ lot;r� e, II II x r. - II7.I . 1 D 170-• Od 1=�— a.• _ 'DNAL Exc b8 SOD Eat LT 'E®'°L"'E �""�� CITY OF RON cn ,T SAL..10*100RD TOPE 1 BOLLARD DETAIL o.....n.m..-ALE `O.E *`�%p`� TYPICAL PAVING SECTION T Mrt TO S NEPLACCIAIIRCED CONB'TAUCTION NOTES AND DORMS 2 MEL FOR APPROVAL OLIEERA(N0 r OP Nn'CLASS r...... NE ro SCALE R = EXTRUDED CONCRETE CURB DETAIL ...v>=n. R.e 111 — E N.5 .•. wee,. ..M C.).ter�'��` al Ti P.\mO?EUAIE0 ENG.1•L\O®-U,.O. DO D.N 0l/I3/1M OM/ SOY 141 Mot.X. 3130.4 1— F I , !,j , WATERMAIN DETAILS h— o cur ° 3 5 I �NNCUTCEE. r 200N.1 SO aariro sE m mns or r. W de xuw M w... vuwo.wTH10Tmi ro EA 1 .:( 2 MU r ElM -1"'/3'm'FDiNEMM. E>�HmNw�r Esmrmx ro eE O 2 wY up T • 1 aI I2•G MIX 6 smwX Tui is wvcurt TO WM 11.41111. (j�� J 'S50EEt �+ mxwcrE BLOW. Filing _� �ma`s'i EU ia°Dr ° J -P EWE NCO. LEK TO ET. CAST ROM TEE WAN S.E1MLE.SIDE OWLET. CONCAVE SLOW A.CAE WOE(El A W)E00.TO WEL.pCO.A-veo-le iiy 'c ]/E m natty Ee EON e T d nR xEo�wr mar re PM SEWED OM 1rig/ sy rz �N.�a.o�n E CITY OF RENTON STANDARD li s� FIRE HYDRANT ASSEMBLY 3 a 2. iik 1 5 LL 2 , i.1 i — ui- y11 ii li�il ! 44 K 8 �N,a fy lf! ,� • Q {lE.M1t5 EEN' b8 (!P'" ruE CRY OF RENTON sr onrwwrrrr or.u�1.wo-'. ffi w WATERMAN DETAL.B rammo se win 4/7V. suss z 4.01 1N am PIS_ e. •5 5w. m AW FT..P\SOEWROA6a2C\EMNEERNO\AA2S-.tl.17. 0.E./rw m/u/rc. W. sa.:141 mire Sr. ANTS-e. '�' we •'"• °"N "'"` s-.,..�. ...CS e5 OS 10'UTILITY EASEMENT — .-20'UTILITY EASEMENT PER REC NO. 870728184E CCD 5110R'RAT 022 05 , I - 861031185E REC.NO. L�'I ' REC.INO. 49[j7169002 _ e �� 6,7,.. ------ ; _ , I ' I I 11T —1 if<; / �I i l I I I I L iilli c A JOHNSON BRAUND r-- _ i I DESIGN GROUP,INC. tWNCEST \ L — — r c -J � ARCHITECTURE I � II I LARKSPUR HOTEL = LANDSCAPE VACANT I I I ARCHITECTURE I — C , I — AND PLANNING C I 4 I — c I JI I I a s s1a ►1 �- tEAST SSUIT9 0e1 C JSEAM,WA I' I I 11 In \IIIIII 1 ti I •�:��. . . `� — I I FAX 206 248 6589 I I 1 1 I C I `I nil • — a —1 Ic c I ,. -L - II I _ �B ► Y 1 / II I N: �OF TOWNEPLACEI$ II I _ I J I _/ I n I LANDSCAPE C �, ,• �j�'/ k aAR�wRi[MAIM 4 STORY - 72 -� VACANT 1 `l 1 Iinomil i 1 II I I C N — S --I / ftir4 AF•64. \ if )--I - ------ -I- ----�- —f+ �/ I .v.r T i •s.�..'u ¢ I I C r-- T— J I I ' \� i -- I I I I 111 I I i� I I I I�I IIJ I I I I I I I C---I-'— ' � J w, \�%�� I i Imo' / II � � I I Ill � lr r �� rg ,� I C ` III WWII/ v I / i1 J 1 I I lu \ \ I FAIRFIELU�SUITESI I C X I 1 1 I, I I I I I I 0n0i V \ I I i 4 STORY/ 120 ROOA�S, C Y , L ,t(�vI !t ' "I --, L IJ a 1vACA 1 I c 1 �� I I I� ova c 1 - - I I II ^i i i \ J — I I P di 4.6 ` I I I � ., / cI �� �� ' III lRA ' � _F ` ��\��� `+ 44,c_J L ' HILTON GARDEN INN \1 I w j TOT-'EASEMENL --^---� �� \ ` --- L J 1 NO AT 022-86 �— \ ` \� C wJ 15'PUGET SOUND POWER u i0. l5071 a— � �� \���� \'` I C 1 h LIGHT EASEMENT PER I�/I/ S�o1 ,� I C , I REC.N0.8211170_ _ M CONTEXT SITE PLAN miiiimm -� -- ��- J-- N-l9YR]S- Ox' --—-- --�L---� i- 11 —' i- FILE W. /NH CONT EAT _ I I wxo.rt x m-ae uaT LIGM SW 19TH STREET T MEET a-�' tUGNT 2?" CP 6-1...--ev i s LI Nr I I j "` - -1 ;r SITE STATISTICS a6 a SIGN PROPOSED LOT LINE I I_hi I I I SIDEWALK (TYP)�� C ACCESS I 1 1 iII11 r L __ _______ ACCESS SITE AREA 2.57 ACRES - 1 I—I I _L I / GUEST ROOMS: 120 ROOMS JOHNSON BRAUND "' F SETBACKS: FRONT - 20' DESIGN GROUP,INC. bI -F.', . / I r . "LL L C I _ SIDES REAR - 0' ■ o� I I I I _'C C C C C C"(1 C IC C I _ I y IMPERVIOUS AREA 70,702 S.F. r W TRASH LLL L —1 - ARCHITECTURE NI r e,_6,, I"I I •_ — — —C' I _ , 1 LANDSCAPE AREA: 41,247 S.F. LANDSCAPE f I P�IALT� C I L----- i I PAVING (TYP) I ARCHITECTURE C I --__ AND PLANNING ;/ C BUILDING ANALYSIS: R PARK // / --- de e r / ' I _ —:I—� j— EAST130 µSSUITE 301 ,, ( I I C I 1st FLOOR2nd FLOOR 15,914 S.F. SEATTLE,WA 98188 / / , I M1 / I \ _ - ------ I 3rd FLOOR 15,800 S.800 F. TEL 206 431 7960 dONCRETE — _� C I ' 4th FLOOR 15,800 S.F. FAX 206 248 6589 74 IDEWALK (TYP) SUN DECK r= }-1-I CONCRETE C I 63,314 S.F. 46• SIDEWALK (TYP) ' II I �J. I I / _ I C PARING op ppe C I a6 / C I _`'_� FAIRFIELD SUITES I C y I STATE OF RED i a - 4 STORY - 120 ROODS 6• C I LANDSCAPE""°'h" / woo.IL CAPER ' =z I C I PARKING ANALYSIS: • rJT 1 a / r REQUIRED: 120 STALLS (1 PER ROOM) — << L——— — + 4 J Ir / C 8 STALLS (2 PER 3 EMPLOYEES) �I r f C I 128 STALLS TOTAL 1 21 � C - PROVIDED: 39 COMPACT STALLS (30%) 7 % ea sT �sruis! 1Ni1i1IIH L. E -,__-.4 " L.C___1_J Li„J-1 1AONUMENT fi:-- ZFA.- I \ \ \ e- �_ I — — N 89'48'35" E 1 425.02' — — — +— L- - 1E �—— IL- i f LIGHT STREET LIGHT STREET SW 19TH STREET u TT 9 if; Q b •Ra 0 S I TE PLAN PRELIMINARY SITE PUN Scale: 1"- 20'— O. 1 1 eraser /was 10 0 10 20 50 FT. sANN�•11 ISM E I-ra-ar PENSION P1 PLANT SCHEDULE WU ....,:„...: _ i r ^ v ro A A.? �.1 ..•. .. .... .o<...DADE m.41..E a .O.Oa, • a ice' 1 ixse,liaLNArAN7 11=�•. It 1�..:..1.:.., 4 �.LA'fA ,R :✓'. LL =hT P: I MIS JOHNSON BRAUNO 1 ..i• I,'.� �E{t} :�" i .'•'mot i i' � \�•LLLLLLLL: •!•���i�i '•• ® .MYUK 1O wI.E ]• •4 S.Y.[Iwi'L MD YGp111\1iMP,NC. .,-: ,::•'�, :: . •.4my, •^ mown MDR.'I ME' Za a. Y G. !• YTMnawC.4�Mwom • �� ,.: .1EXCI,.— I�.I C C C C C 41 C C C C ;� TRASH CO 0 �'^ `m^"°' ARCHITECTURE I , \ """"` ';'M ...""".`"`,u. ;� LANDSCAPE ('��: I� / I \ \ — — — C II) AROMACEPROMAIMD` _vr.CA .."".. ......,a.. ARCHITECTURE II I C 43 ...4�..,,.AIM MSG PEPSI.BMI a..�.11. _;� ..�M COn. AND PLANNING 'F I t I1 O....a, • /.►�'1t' 1i f I I />.♦ C 4 r. ..M.� :M... B.....WIM,..bE. IISKUO,KU. 130 ANDOYER PART( U�. ..; n 9.) M. •• ••B"�"•G B EAST SUITE 301 IpgI _— ,,_ '' '', I 1•:••%• — ) ® B x„ MR... SEAIILE MA 98188 //•• C pp � '^ TEL 206 431 7960 C:/ �,..• I __.. .. r ..I I:_''. `r �- `—'—` C 4F.�.� ....°�,I�. DAL. x�. o DE CPSELY . � FAX 206 248 6589 FAIRFIELD/SUITES! I c �:: ® "°�°°° POI•'rat ma; 1007-10.0 POT ��, _ . 1 ..a•,r uc q�r �9BNGTON ��� 4 STORY 120 Root�S 1 I ri) a�.>•E< aaBL..a•.-Rom-moue� u�x P FCT 1 ' / / I I !,�� / ,%.\ 4eu.�uvma •a pa. D.Im•Ir 4e CD)r IanB v..wu0..rom-.au.Im `7 0 aili"E""ie�'nw�e fI"` C"`'Ri ;, r,....Tti Ic 1 ,;ya�f // C Ia ....Wes... -a vow lino — l�4I ��pgs . C (�CI 5ui 1,o)' C '1 TOTAL LANDSCAPE AREA: 1::41 I I I C '%\ TOTAL LANDSCAPE AREA 41,247 S.F. ✓!1 r I �� C 'THE NATURAL LANDSCAPE TOTAL*TOTAL NATURAL LANDSCAPE: 965 WRLSBE USED,ONLY IN AREA .; �1.• : lff.✓A• ,,....... I I I I ,3L .s "1/4G' THE TOWNPLACE SUITES NJD FAIRFIELD SUITES PROJECTS_ ` C L\+ -1 (� i.Y' _ TOTAL PARKING LOT AREA 38,5B2 S.F. IQ _ \ ` �\ � /� . PARKING LOT LANDSCAPING REQUIRED: 1,929 SF(5.07L) 15 `1 — — �� --, C '� PARKING LOT LWDSCAPING PROVIDED: 1,985 SF(5.1%) I11 UYENf u iGN . ��.k 1hkh1� �1 -aalaal�— I� A•• D — �•I, --- ae n;A� O.'rt, .ti 'c ..tx ,'f.uJ' l..t � 'K2lpZf•. r• t . --- o iv tF sisz iWati imiN isK - • _ .` III: Ole. •. M, ,,o: �, 0 LANDSCAPE PLAN o a a ..•., r ` /- _ Ili_ _ Scale: 1- 20 0' STREET Io o io >o so IT. 1 �LIOHETT LIGHT SW 19TH STREET e xcam$ I PRELIMINARY LANDSCAPE PLAN 1.11.1111 >-zo-se P2 eeeeeee� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u 0 0 ;IIlidi zee•-.WY 151-0• IS'-e- 13'-0' 15•-0• , 15'-0• , 15•-0• , 15•-0• , 15•-0• ID•-O• , 1s•-0• 15•-0• 15•-O• , IS•-0' , IS•-a' , 15•-0• 13•-0- , 15•-0• ,9•-O 1/4• JOHNSON BRAUND 17•10 1 2' 22•-1'1 S• 17*-.1 L11/-0• ]r-10./r I �.'-p• Or-,1/2' , zY-1p 1/2' , 1B• IIIIIIIIIIIIIM 1 ARCHITECTURE 1' • LANDSCAPE TECTURE ARCHI in-----or-- I I I I 1 r AND PLANNING �� I -- 1 J ■ ®� ■ 1' I �I t= • 130 ANDOVER PARK 1[]Cl1 i[IC]t eEGNrAOL -,CICY]' [Y] Y Y EAST SUITE 301 NM CM 001101E ® SEAT LE, WA 98188 • �,, ®�:.� �� mans!Bane ® TEL 206 431 7960 `� 29 POOL EMi. .,��''��_ ��y� • KING m�., c III _ 1► oee j.l MIK vm ® 0 Nvar4. in m1 �I�l m FAX 206 431 7960 K N ®' : — VIII 109 ® l„J o «�t� 2e ® 'I ® , ..MI MEI " KnC NW! Miir �� [RI aanl �I�T— I./, ICII� JrA 1/ _i ® eP KV MU II n _ `a:� MK r. I GREG L ALLWINE,AR ��— © — — °� °° �' MELVIN R.EASTER,ASLA o I _ r\ :� ROBERT H.KLEVEN,AA • • ® K0. MI OEM ' Nc KING ,•:�, KING 011-I,e�,y9iKM1c KING •- ��� � G , Oil ® I E3 1,1 0 SI. 1► ® 1 I,1 'SW MI: il IIIIII l ��i�l ri' VWII�$ M�: 1�I'r -- A �� rI� gam' J O •® ©, 0 I� �� • w • momi',CI L I vE MA _ Q Q g 00 u EL ❑ - a ` s a �ms Kant trly 3 6N! FIRST FLOOR PLANI � SGNE:1/12._I.-0. FIRST FLOOR PLAN 2.2 19P9PL.V1 - •.9929 '-20-39 P3 , , = ,6,_ / O O O O V O O O m n n u u u Y n le , fills.Sir If•T 1S3r - 1ST 1ST IST iST w'T IST 1ST 1ST Rd 1ST ITT 1ST >fiw IT I ff.,IT 3r-1 1/T / ]ea 1!0 I ar-w IN• w VW I 8'-t yr , a-w I/r t •w-•Vr , f_ 4 JOHNSON RRAUND ' DESIGN GROUP,INC. ■ I I I I I I I I I � I I I ARCHITECTURE ILANDSCAPE 1144III II I I III1�III" ARCHITECTURE ,- — --N- j I I I I I I AND PLANNING , __, —11 1I] _ D1 11 1 f 7 NI ACCESSIBLE ACCESSIBLE CY] [I C] [] I I CY] [I C 7 CYl C 7 t I. DOVER PARK 1 1 KING DOUBLE 1 1 Ir1 1 11 'Y EAST SUITE 301 — mxtm f ii 1 SPECIAL DOUBKING LE oo IB E Mice �I. TSEL WA 98188 TEL 206 431 7960 KING ��i Mr �I1I �� ma,�� :[� SPECIAL �� MI A I MK ;ICI N-0 'x�I�I, LINEN 1/ FAX 206 431 7960 KING KING 1� I.Cs1 12 I ® P _I- �.� �, Ivfc awo 11 OOIIBLE OOUBIE /) c SiOPI.OE /I� . 8• 1/ /1/ L ELEC -1 A r•',® ® ® �i 331 ® [ • \" a.i . Id�1 ';F�• .e.. �y �.tl�� `: GREG L ALLWINE,AIA o LINEN C°� ' MELVIN R.FASTER,ASLA STAIR to. 1 �. 1��• r 1 • 1 M:1:= WA• S,NN ROBERT H.EEO,AIA EN ,/ ® " Kul 1' ®'' S®,. .. � IIR f l ® 4/ 1 1/ ® to ® `¢ ■ I� �— Awl mg Iim I MIN All I MI MI) WV Mlm AI 7....3, • w --ICw1C.] Cal Ew71�- _ - 1[]C] el [1C11 I[1C_] ]C]I F cJ 1111IIII 0 OE M M ul 00 ////\ Og a NO M _ t 3g ►4% 2 j TYPICAL UPPER FLOOR PLAN S !z� SCALE}nr I O TTPICAL UPPER FLOOR PLAN MOMIMMIE FILE NAME 9828PLN2 PROJECT 09828 'DRAWN By JWN SS'uE WE 7-20-98 REVISION P4 674:411.141 9K BLUE METµ EIFS CHIMNEY ENCLOSURE � IN�O�ICL INLERISULLr ILLUMINATED RAKE BO LEER ENS SYSTEM 2x ,LL SYSTEMe wHITE MET WALL COLOR:BONE WHIT RAKE BR ALUMINUM GUTTER AND DOWNSPOUT COLOR.BONE WHITE COLOR:BONE WHITE JOHNSON BRAUND ASPHALT SHwGLE R00F 12"x12-BLUE JB"OlA LOUVER DESIGN GROUP,INC. CONTNUOUS RIDGE VENT COLOR BLUE ACCENT ALE COLOR wHITE EIFS WALL SYSTEM EIFS :SO HONE COLOR UP EIFS ANO WALLSYSTEM III*11110*. S FROM CONnNUdJS RIDQ VEIFl ■ COLON:LONE WERE COLOR:SOAPSTONE BUILT BOM wTIALI' �� ` LANDSCAPEELI �� �% - ARCHITECTURE B�._ ____ _ o, �` AND PLANNING _ Mil Mal • 130 ANDOVER PARK �� EAST SUITE 301 I "' „' III I` SEATTLE, WA 98188 �=s  �-�.�- .TL1...ii.L1ii'iiil"i'rm 1 = T �_ � = 'L EIFS sDAPSrDNE ni ilk EFS WAIL,,Y= GREG L ALLWINE,AEA n■ ■- IEEE■,■I■ 11 ■ A_-1 E■ ■ i_I' COLOR:BONE MORE 1 I ■ ■ , MFIVIN A.FASTER,ASIA r ��■��� �� I I J _ i ROBERTH.IQEVEN,AR ■ [ICE ,ACKAGEO TERANNµ NR EIFS-BONE wNITE SOAPSTONE EIFS*ALL....ILIA VS wµ.SYSTEM EIFS WALL SYSTEN EFS WALL SYSTEM CONDIn0NING UNIT COLOR:PINK BEIGE COLOR:PINK BEIGE COLOR:SOAPSTONE COLOR:P.BEIGE IV-JOINT IN EIFS SYSTEM BONE RATITE HEADERS A AT 1ST.FL.WINDOWS W--I SOUTH ELEVATION `" SOME J/AX.I.-Er w w h 0 12 -I E SO..T smAIGLE ROOF 0M COLOR:BLUE —I d Vf • ALUMINUM CUTTER DOWNSPOUT \ g A COLOR:BONE IT EFS WALL SYSTEM -I. COLOR:LONE wwTE � N T. OO EIFS BANG SYSTEM r COLOR:BONE WHOE \` _ BOTTOM OF TNU55�0 n^ EFS WALL SYSTEM I EIFS WALL SYSTEM , llnnnl/ COLOR:BONE WHITE COLOR:PINK BEIGE R' Iuul r_PREENISHEO METAL ROOF a -�R COLOR:BWEI �-1 AM R SUBROO�o_ >• -I EIFS wµL SnIW 7 �4 5 I/IL JII C0.0R:SOAPSTONE V// gmo IJY JRO R SIIBROpI , _ =^q loin c`> 'uu353ilil5 EIFS WALL SYSTEM �� _• 9lIIIIIL/ o0R ,"t ,. 17 N6 EFS WALL SYSTEM x. COLOR: L S BEIGE��� 1 1 1 MST FLOOR_ MONDIAL EXTERNALLY EIFS WALL SYSTEM EIFS WALL SYSTEM EO MALUNG COLOR:SOAPSTONE / COLOR: INK BEIGE 1•V-JT.IN EIFS.TYP. EXTERIOR LETTERS PRERNISHED METAL ROOFJ ELEVATIONS COLOR:BLUE CARO READER EFS WALL SYSTEM COLOR.BONE WHITE 9828[LEV .9B2B � /wN ZO l3 EAST ELEVATION ///�-may SCROD l/AT I. -0• 1 _„_. .___... INDi S INIERN41r .r_. LL�R LED BNIMIF , 36'OK LOUVER COLOR:B SYSTEM 12.612"BLUE ACCENT TILE COLOR:WHITE I V JOINT OUTLINED2%6 BLUE METAL EIFS SOAPSTONE S JOHNSON N C. HEADER IN EIFS STWOP RMtE�- -EIFS WALL SYSTEM DES GN GROUP. IN COLOR:BONE WHITE COLOR:BONE WHITE 2%6 WHITE METAL RAKE BO. . t 6 DOWNSPOUT CONTINUOUS RIDGE VENT METAL SLIDING wINO0w 'MT LE ROOF CONT.ROCK VENT EIFS WALL MTEN— NITE ` COLOR:WHITE COLOR:BLUE c ARCHITECTURECOLOR:BONE WHITE SCAPE ARCHITECTURE / �� ® i caalr TOE AND PLANNING O O ` / BORON Of TRU55 �0 . �, "' �eo� SEATTLE, WA 98188 a TEL 206 431 7960 1 L, , I� �' "��`�� . 4 Im i-� , . a FAX 206 431 7960 JRO R AIBROOI ...o,. g —� = - �— I i r o GREG L ALLWINE,AA ern i n i n1Tf mini! II mkt u i i n,� °Fl E"°�-- MELVIN R FASTER ASIA - I I ,- - " - _ - I - IZ f - I I 1 l = ROBERT Nft IaEVENIAA EIFS woof&n1 cM 111 1 -EIFS WALL SYSTEM \ EIFS WALL SYSTEM A NI uM FRAYED SLIDING ALUMINUM FRAYED$WMGAMG EIFS BALL SYSTEM— 11 COS WALLI L — COLOR:SOAPSTONE COLOR:PINK BEIGE COLOR:PINK BEIGE CLASS NDOOR EIFS PINK BOG GLASS 000R5 COLOR:BONE WHITEI COLOR:PINK BEIGE I.V-JOINT IN EIFS BONE WHITE (IFS V-YSTE IN EIFS SYSTEM (JT NORTH ELEVATION SCALE:3/32'•I'-0• w'4 0 E E rASPNALT SHINGLE ROOF 6� ROUND LOUVER(36'DM.TYP.) COLOR:BLUE \ COLOIL wNITE �` ALUMIMIN GUTTER 6 DOwNSPOUT - M �� COLOR:BONE wNITE gDEI \ EIFS wALLN SM illg ' COLOR: L E WHITE Iuul :.ROY 6 TRUSS '. COL WALL PSTONE COLOR:SOAPSTONE NIDMOIIAL ETERNALLY BONE NATE ILLUMINATED BUlli%NC LETTERS ill •I-'-I� / EIFSCOLw SYSTEM •REFINISHED METAL ROOF V B g 4p 71 •ALFlS1US COLOR:PINK BEIGE COLOR:BLUE 0 -airn -. c•OR:SOAPSTONE , 11111 " ', . 1&RA G i WS •FBI' BONE WRITE ,� ." ', ER'S WALL 4ihhhh111III COLOR:BONE WHEITE = 3 1/Ml _• �--_—li NM I III O • �.'T ..A' -AAllllll�IIIIIII ��� iiiusiir �� ¢ g �� lam—— 1 � ■1 11■'� ■ ,_-1■ ,lig ■ CIES WALL MTEM- '�■1 /-_I•�'�, ---��II ■ IIIII IFS R SOAPSTONEEXTERIOR I.=I��L�■r .W-�I I f EIFS WALL SYSTEM ELEVATIONS 1'V-JT.IN EIFS, EIFS WALL SYSTEM, • IFS WALL SYSTEM COLOR: NN BEIGE — COLOR:PINK BEIGE \___ COLOR.SOAPSTONE FILE NAPE 91Sw66CT' ' CARD READER PROJECT lJWL DRAIN Bf 5 7- 5UE DATE>-20-9R WEST ELEVATION NSDN SCALE:3/32'-I'-0' P 6 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 334040-3326 Corte Madera, CA 94925 CMD Realty Investment Fund City of Renton 227 W. Monroe Street#3900 Attn: Account Payable Chicago, IL 60606 1055 Grady Way South Renton, WA 98055 2n.d- set 4 label ca- 118 ,Sw _...;akilligt ti,,...• ...... ... ..,.. ---i ., .:0111'W' I 7 ridgi.al.° I S r/ V' 01101 i Sari y WAgglY ..10560: V , ' W." 01110110 S W V....,, Vi ::(11;Fill:"P" •,,,,(I- 1 00 J- liiir,,, r 0 .2,51 '"- '' 1 I,0113517.‘ijor-mms . -, it, ,wo,,,moors 0.jtifilf::::-1 • .... ' ' "1 - uwE ''''° 11.11.1=2 '''ril tf• WAM .....-Z; .. i . ---1 1 / °1141 = ill E — , 1 1, .. am , . E. - ra , , .. — it 111.111111 III . .. -•?,-t -.,'"M %, -i--4 =a - i•i ---:. z- mrg 1 . ....... I ..•—_ — . z ,.....= _. =MU 1 • NEIGHBORHOOD iii DETAIL MAP Fah-field States SCALE 1..200 ,,_, .7..MVEDIPM 1 1 \ .1--Wi --- 1Mia. OM Al ' t--- `'eL4'-"" OF"PI 1 : `---'11=r- 1 zke, , . --,-; ' I----P1- --I 611ff: ' \ , :-i --1 F.42 ...... _„_. ._- . Immix:mil . . mm.m. If__;_•_z;i.-•-i--4o..-, A,sku*A cajWinnomn. P::::—:::L-.....a="4..---...===-• e CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-98-118,SA-A,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Fairfield Suites DESCRIPTION OF PROPOSAL: Proposal to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel, located to the north of the subject site. 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 $32,923.28 (63,314 square feet X $0.52 = $32,923.28). 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 6.71% of the cost of a traffic signal, or a $6,706.45 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 $44,925 (599 trips x $75 = $44,925). This fee is payable prior to issuance of Building Permits. The Site Plan for Fairfield Suites, File No. LUA-98-118, 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. 3. The east driveway cut providing access onto SW 19th Street shall be combined with the adjacent driveway constructed by the Larkspur Hotel and Hilton Garden Inn. The revision shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-118,SA-A,ECF APPLICANT: Marriott International PROJECT NAME: Fairfield Suites DESCRIPTION OF PROPOSAL: Proposal to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel, located to the north of the subject site. 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 is 2750 GPM. 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. PLAN REVIEW Water 1. The Water System Development Connection charge is$12,650.23. 2. Irrigation meter and backflow prevention device must be tapped direct into the 10-inch loop main, not off the domestic service. 3. The utility easement must be approved and submitted to the City for recording before a construction permit is issued. 4. Building height over 30-feet will need a backflow prevention device for the domestic water service. 5. The fire flow prevention device shall be located outside the building in a vault. 6. Construction plans shall meet the City of Renton Standards. 7. All conditions apply as required in the Lind Corp. Park review and approval (File# LUA97-032). Fairfield Suites LUA-98-118,SA-A,ECF Advisory Notes(continued) Storm/Surface Water 1. Storm System Development Service Connection charge is$9,120.55. 2. The proposed parking is located over the installed storm detention vault. Confirm that the vault structure can safely withstand 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. 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) foot above the flood plain. The Elevation Certificate form will be available at the 6th floor counter upon request This must be returned to the City prior to issuance to final occupancy certificate. 6. The Master Drainage Plan for this site was approved previously when the east lots were developed in the 9-lot short plat. However, the Drainage Report must be revised to reflect the actual constructed conditions and the wet vault (one sized) sizing calculation must be verified. 7. Connection of the new 12-inch storm system to the existing CB Type 11-48 does not have invert elevation identified. Add invert elevations at connections to the existing CB-type II. Verify that the connection can be made. Identify all new invert elevations at new connections to CB's. 8. Vertical profile missing. Wastewater 1. The Sewer System Development Connection charge is$8,732.02. 2. The utility easement must be approved and submitted to the City for recording before a construction permit is issued. 3. A backflow prevention device for sewer is required if the floor elevation is below 25-feet. 4. If there is a swimming pool in the building it does require a separate sewer line. 5. Label the sewer line from the building to the main line as "Private". 6. Show invert elevation where side sewer enters the manhole. 7. Provide vertical profile. Show top elevation of manhole. 8 If the project produces fats, oils, or grease the applicant is advised that an appropriate removal system will be required. 9. Side sewers are to have a slope of 2%. Transportation 1. Joint access easements to be submitted. 2. A six foot (6') sidewalk is required the full length of the property frontage on SW 19th Street with the back edge located at the property line and a planter strip between the curb and sidewalk. This requirement is part of the Lind Corporate Park requirements. BUILDING Follow recommendations of soils report. Building is over allowable area without providing separation walls. Elevator lobbies required. One hour separation between units including doors is required. Governing code 1997 UBC. POLICE- 33 Police Calls for Service Estimated Annually Fairfield Suites LUA-98-118,SA-A,ECF Advisory Notes(continued) CONSTRUCTION PHASE The South Renton area reports the highest number of Commercial Burglaries and thefts of building materials in the City of Renton. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site will need security lighting and any construction trailer should be completely fenced in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective thief and will demonstrate that this area is private property. Construction trailers should be kept locked when not in use, and should also have a heavy-duty deadbolt installed with no less then a 1-1/2"throw when bolted. Glass windows in the trailer should be shatter- resistant. I also recommend the business post the appropriate "No Trespassing" signs on the property while it's under construction (flier attached). This will aid police in making arrests on the property after hours if suspects are observed vandalizing or stealing building materials. The use of off-duty police officers or private security guards to patrol the site during the hours of darkness is also recommended. COMPLETED BUILDING Security lighting in the parking lot areas and around the building after it is completed is a necessity. The doors to each room should be accessed only by electronic keys (metal locks are easy to pry, which allows burglary of hotel guests.) Deadbolt locks and peepholes are needed on each guest room and in the office rooms in the business. Landscaping around the exterior of the building should not be too dense or high. It is important to allow visibility. Too much landscaping will give the building the look of a fortress and possibly give a burglary sufficient coverage to break into the facility, especially during the hours of darkness. PARKS All landscaped areas outside property line, in street right-of-way, are to be maintained by owner. PLANNING 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks., Inc. v Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 20010413000213 CITY OF RENTON BS 10.00 PAGE 001 OF 003 04/13/2001 09:28 KING COUNTY, WA BILL OF SALE Lt 4-98-J18 Property Tax Parcel Number:334040-3325&3334 Project File#: ' _9.105 Street Intersection: ddr s: NEC SW 19th ST & Lind Ave SW 300 SW Lind Avenue Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. SpringHill SMC Corporation 1. City of Renton,a Municipal Corporation c2. TownePlace Management Corporation e.-w The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Length Size Type 152 L.F.of 8 " D.I. Pipe Water Main c= 94 L.F.of 6 D.I. Pipe Water Main 145 L.F.of 4 " D.I. Pipe WaterMain o 1 each of 8 " Gate Valves 0 2 each of 6 " Gate Valves N 2 each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size Type (Private) L.F.of Sewer Main L.F.of " Sewer Main L.F.of " Sewer Main - each of " Diameter Manholes each of " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type L.F.of Storm Line (Private) L.F.of Storm Line L.F.of " Storm Line each of Storm Inlet/Outlet - each of Storm Catch Basin each of Manhole • STREET IMPROVEMENTS:'(Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk L.F. Asphalt Pavement: SY or L.F.of Width STREET LIGHTING: •A. "1 sv. #of Poles . ;,,;I ,;...,,,,„sz,t'''' 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. H:\FILE.SYS\FRM\84HNDOU\BILLSALEDOCMAB Page 1 Form 84 000I/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. SPRINGHILL SMC CORPORATION TOWNEPLACE MANAGEMENT CORPORATION By: By: ri1,G E S TE t/LS e l�� 1NT 1.Lts1je PLLSE 1/rep. PJESsDFM• INDIVIDUAL FORM OF ACKNOWLEDGMENT 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 and acknowledged it to be his/her/their free and 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: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) r•— C.N, I certify that I know or have satisfactory evidence that 0 signed this instrument,on oath stated that be/she/they was/were authorized to execute the instrument and c•`. acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: • CORPORATE 'ORMOF4CKNOWLEDGMENT Notary Seal must be within box STATE OF )ss COUNTY OF °'"te7) On this I day of 0.-af)u any ,tic`!before me personally appeared ow a v >. •, , Lesre r P4 is e 1 Sr• tome known to 'I'� H, :• bC �•° ` ...,• ,•:.. ;' ; :, \ ,'r e- of the corporation that �`y��.•'° executed the within instrument,and acknowledge the said instrument to be the free r,; a O I i.is‘ and voluntary act and deed of said corporation,for the uses and purposes therein • mentioned,and each on oath stated that he/she was authorized to execute said r instrument and that the seal affixed is the corporate seal of said corporation. a • ,„ s• wA'� ve Not Public in an for the State of Washmgt rr ma•-y l an d ' Notary(Print) ,Sy CoIv A. 3a 4-4 My appointment expires: 1vIQ,-c, 5 a o o t • Syl�taA .Iaruton.Notary Public Dated: ,Ta ,u r y 17, a c.,o, Montgomery County State of Maryland Page 2 My Commission Expires Mar.05,2001 LEGAL DESCRIPTION WATERLINE EASEMENT All those portions of Parcel D, City of Renton Lot Line Adjustment No. LUA-99-018-LLA,as recorded under Recording No. 9903319004, more particularly described as follows: A strip of land, 15 feet in width, lying 7.5 feet on each side of the following described easement centerline: COMMENCING at the Southwest corner of said Parcel D; THENCE North 00° 11'25" East along the West line thereof a distance of 8.38 feet to the POINT OF BEGINNING; THENCE South 90° 00' 00" East a distance of 85.38 feet to the terminus of the herein described easement centerline; TOGETHER WITH a strip of land,15 feet in width,lying 7.5 feet on each side of the following described easement centerline: COMMENCING at the Southwest corner of said Parcel D; ``' THENCE North 00°11'25"East along the West line thereof a distance of 117.80 feet to the POINT OF c, BEGINNING; o THENCE South 90°00'00" East, 181.21 feet; o THENCE South 00° 00' 00" East, 16.63 feet to the terminus of the herein described easement centerline; TOGETHER WITH a strip of land,24 feet in width,lying 12 feet on each side of the following described o easement centerline: o COMMENCING at the Northwest corner of said Parcel D; THENCE North 89°37'55"East along the North line thereof a distance of 78.55 feet to the POINT OF `" BEGINNING; THENCE South 00° 00' 00" West, 37.57 feet to the terminus of the herein described easement centerline. EXCEPT any portions thereof lying Northerly of the Southerly line or Westerly of the Easterly line of a Waterline Easement to the City of Renton as recorded under Recording No.9901122693,Records of King County, Washington. O. 29Iro ', i 94.4 •i,i%1 • .b5 w;..�. i , .::,A -AL LAB) Project Marriott International,Inc. September 28,2000 CA EXPIRES 5/18/0 1 p 68291.008 `(I, Q,' RWG/ath i • Return Address: City Clerk's Office City of Renton 1055 South Grady Way 011111111111111111 Renton,WA 20010413000214 • CITY OF RENTON EAS 12.00 Ft(7 04/13/2001PAGE 001 005 F 09:28 KING COUNTY, WA Title: UTILITIES EASEMENT Property Tax Parcel Number: 334040-3325&3334 Project File#: Street Intersection or Project Name:SW 19th Street& L.UA ?Fes//g Lind Ave.SW Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s):1. SpringHill SMC CorporationGrantee(s): 2. TownePlace Management Corporation 1. City of Renton,a Municipal Corporation The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the above named Grantee, the following described property: Additional legal is on page 4&5 of document. cv (Abbreviated legal description MUST go here.) o LEGAL DESCRIPTION: • 0 Cr) Parcel C and D of City of Renton Lot Line Adjustment LUA-99-018-LLA,as recorded under King County recording number 9903319004,records of King County,Washington. co 0 CD cv • } Oct! 003 non—exclusive That said Grantor(s),for and in consideration of mutual benefits,do by th e presents,grant,bargain,sell, convey,and warrants unto the said Grantee,its successors and assigns, 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 covered 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 use does not interfere with the casement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee,or cv c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to cza 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 cr, compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen.(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, c=, 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. o 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. E�001 IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this day of Jan. +9— SPRINGHILL SMC CORPORATION TOWNEPLACE MANAGEMENT CORPORATION By: By: pl,LUSTMpvesitD,Wei P/IIV DIVIDUAL FORM OFACKNOWLEDGMENT/h, L£sal' PuuSE cif Notary Seal must be within box TATE OF WASHINGTON )ss VXC S heist*or COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and 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: INDIVIDUAL FORM OF ACKNOWLEDGMENT 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 and acknowledged it to be his/her/their free and 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: REPRESENTATIVE FORM OF ACKNOWLEDGMENT 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/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. • Notary Public in and for the State of Washington c Notary(Print) My appointment expires: o Dated: CORPORATE OR. OF CKNOWLEDGMENT • Notary Seal must be within box STATE OF COUNTY OF -S° y) )SS 4\i14111411'OJtJrlti. On this I`1� day of:T-.,l,ory ,+91.1&0l,before me personally appeared gig ` �' �• L1 4 i; •a-"it. M • L~e stv r 1'(� u.i s e �r. to me known to • .' ,�,,'� be \ �'ee Ps e s de a+ of the corporation that 01.H i►,If i S executed the within instrument,and acknowledge the said instrument to be the free t , and voluntary act and deed of said corporation,for the uses and purposes therein 1 = mentioned,and each on oath stated that he/she was authorized to execute said, � p; y✓ ,.� affixed instrument and that the seal is the corporate seal of said corporation.. `La* a.s Q . t ,!'11"�°' 'l 1 Notary Public in and for of WasItingtenric -y land Notary(Print) •q Y 1„ Sylvia A.Jaruton,Notary Public My appointment expires: Marc.h s, a o o i Montgomery County Dated: Sa•,lka‘-st I'i, a o o State of Maryland My Commission Expires Mar.05,2001 r S44 49 \��IAM cz-9 0 WA Sys skp • f it. "U z ,\> I Orli �i ,_ o .2 . .v t : /STEMS ITOI"/N4' t L N CRY OF REHTOON REC. NO. 9901122693 EXPIRES 05 18/01 _ y I _ _ . L -"1 24' (_- — i � I i 0 PARCEL 'D' 0 50 100 —1 WATERJJNE EASEMENT 1.II.�� [-TO CITY OF RENTON nl ��� . REC. NO. 9901122693 x T_ o - - t�l m �. Q 0 CD 0 i I co - Cr) I I o o r-- - ^ a _ O 11 0 7 I t 1 N o N N rn o in - 1I I q i 1 f PARCEL 'C' g �WATERUNE EASEMENT 0O1. TO CITY OF RENTON e REC. NO. 9901122693 z H0 O1 1 0 Y L. 0 I S.W. 19th Street 4 - Job Number GNq� 18215 72ND AVENUE SOUTH Title: 6829 Dram" ecM P� � KENT, WA 98032 MARRIOTT Sheet Checked � ��_ (425)251-6222 INTERNATIONAL, INC. c . •� ` (425)251-8782 FAX WATER LINE 1 °r 1 Dote 9/28/00 to`41- , `*.*" EASEMENT EXHIBIT 'rC EMG� LEGAL DESCRIPTION WATERLINE EASEMENT All that portion of Parcel C, City of Renton Lot Line Adjustment No. LUA-99-018-LLA, as recorded under Recording No.9903319004,Records of King County,Washington,more particularly described as follows: A strip of land, 15 feet in width, lying 7.5 feet on each side of the following described easement centerline: COMMENCING at the Northwest corner of said Parcel C; THENCE South 00°11'25"West along the West line thereof a distance of 85.92 feet to the POINT OF BEGINNING; THENCE South 90° 00' 00" East, 93.19 feet to the terminus of the herein described easement centerline; EXCEPT any portion thereof lying Westerly of the East line of a Waterline Easement to the City of Renton,as recorded under Recording No.9901122693, Records of King County,Washington. • ••b • . 4tSTE4,•5��. • o • LL• Pal • EXPIRES 5/18101 • • Project Marriott International,Inc. September 29,2000 68291.008 RWG/ath CITX OF RENTON 11 Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 22, 1998 Mr. Brian Smith Barghausen Consulting Engineers 18215-72nd Avenue South Kent, WA 98032 SUBJECT: Fairfield Suites LUA-98-118,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. 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: Marriott International, Inc. SW 19th Lind LLC FINAL.DOC 200 Mill Avenue South - Renton, Washington 98055 ...... . ..... ..... :;.CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the day of SeQ-ewtber , 1998, I deposited in the mails of the United States, a sealed envelope containing lZov1' ,Ack eCt St ovW documents. This information was sent to: Name Representing ►AvNdrew l_ou1614 Anovlolt vllevvva-Elon-a 13Ya..v\ Svvt‘ktn +au,sevl l,v1►heelf SW L-LC. (Signature of Sender) S ..A_ ;L cr-v- STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that J 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: ) Notary Public in and for the State of Wa iington Notary (Print) MARILYN KAMCHEFF My appointment a c ' Project Name: i`a.trfieAd SUtieS Project Number: LUA ,qa, ltb,SW -lo2t NOTARY.DOC REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION REPORT DATE: September 1, 1998 Project Name: Fairfield Suites Applicant: Marriott International, Inc. Owner: SW 19th Lind LLC File Number: LUA-098-118, SA, ECF Project Manager: Peter Rosen Project Description: Proposal to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel, located to the north of the subject site. Project Location: 300 SW 19th Street Exist. Bldg. Area: N/A Proposed New Bldg. Area: 63,314 s.f. Site Area: 2.61 acres Total Building Area: 63,314 s.f. , .w l -- ."'x�. j'alb . r z.� :.� y"e p P °,' ?- srOW ]ASifir • ,:_1cSSu` i' Z `uC] i u R.n 1 i j12* . _..e...A -4r.1'... i AFL...._________--L.,::.rz- ..rrs'^'r �a,t !�I ii�"r. .?l IrMil r d �JI ate. Ms l � ' -sw -� 6 --ter '1 ' R.:_ I - ��' OFFICE OFFICE F n o I r-i ..':. i ale. :__ )1 ili it W • ��— mot2- l iw lompi , i „ft I �Fupi,. .._�_ _.. III '--'"_-' _ ni. 1 . . . ' I _, _.,,.,___,. ., ___:„.:}: .., _ $ �I , ...... ,„___, __,_ ._, ,,, ,, , , NEIGHBORHOOD 7.ti ' ' \ DETAIL MAP : �mC r — Fairfield Suites • -2- �� Project Location Map xxEr.zar •• ,' . ' mara C\ SITERc.noc - _------------ ._-- ------ Tau 4, wnwsorsi*rne ..._- sow City of Renton P/B/PW Department Administrative Site Plan Approval&Envirc..... ntal Review Committee Staff Report . FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 2 af14 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant seeks Site Plan Approval and Environmental Review to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The building footprint is approximately 15,914 square feet. The hotel is proposed in the Lind Corporate Park, directly west of the Larkspur Hotel and Hilton Garden Inn which are presently under construction. The applicant, Marriott International, Inc., has proposed another hotel (Towneplace Suites) under a separate land use application located directly to the north of the subject proposal site. The Towneplace Suites is an "extended stay" type hotel. The proposed building is oriented along an east/west axis, setback approximately 95 feet from SW 19th Street. The hotel includes an extended front canopy/entry for guest vehicle loading. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. There is a double row of parking located between the building and SW 19th Street and behind the building. The remaining parking spaces are around the perimeter of the site. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with the Towneplace Suites hotel proposed to the north of the subject site. 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 are between 5% and 8%. 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, gravely 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 footprint of the hotel. Approximately 5,000 cubic yards of fill material would be required to bring the site to design elevation. The materials will come from the hotel property to the north. 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. The erosion potential is minimal because of the near flat topography. Potential SITERC.DOC • City of Renton P/8/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 3 of 14 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 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 cirpor nnr City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 4 of 14 tentatively estimated at $32,923.28 (63,314 square feet X $0.52 = $32,923.28). 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 $32,923.28 (63,314 square feet X $0.52 = $32,923.28). 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 is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with the Towneplace Suites hotel proposed to the north of the subject site. The east driveway would also access a parking area reserved for the Larkspur Hotel and Hilton Garden Inn. A traffic study for the proposal was prepared by James MacIsaac. 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 6.71% of the cost of a traffic signal, or $6,706.45 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 599 new average daily trips. Therefore, the Traffic Mitigation Fee is estimated at $44,925 (599 trips x $75 = $44,925). 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 6.71% of the cost of a traffic signal, or a $6,706.45 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 $44,925 (599 trips x $75 = $44,925). This fee is payable prior to issuance of Building Permits. Policy Nexus: Environmental Ordinance, Transportation Mitigation Fee Ordinance orrcor.nnr City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 5 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 $32,923.28 (63,314 square feet X $0.52 = $32,923.28). 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 6.71% of the cost of a traffic signal, or a $6,706.45 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 $44,925 (599 trips x $75 = $44,925). This fee is payable prior to issuance of Building Permits. OITCO!` nnrr City of Renton P/B/PW Department Administrative Site Plan Approval&Envirc ntal Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 6 of!-I 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 is 2750 GPM. 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. PLAN REVIEW Water 1. The Water System Development Connection charge is $12,650.23. 2. Irrigation meter and backflow prevention device must be tapped direct into the 10-inch loop main, not off the domestic service. 3. The utility easement must be approved and submitted to the City for recording before a construction permit is issued. 4. Building height over 30-feet will need a backflow prevention device for the domestic water service. 5. The fire flow prevention device shall be located outside the building in a vault. 6. Construction plans shall meet the City of Renton Standards. 7. All conditions apply as required in the Lind Corp. Park review and approval (File # LUA97-032). Storm/Surface Water 1. Storm System Development Service Connection charge is $9,120.55. 2. The proposed parking is located over the installed storm detention vault. Confirm that the vault structure can safely withstand 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. 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) foot above the flood plain. The Elevation Certificate form will be available at the 6th floor counter upon request This must be returned to the City prior to issuance to final occupancy certificate. 6. The Master Drainage Plan for this site was approved previously when the east lots were developed in the 9-lot short plat. However, the Drainage Report must be revised to reflect the actual constructed conditions and the wet vault (one sized) sizing calculation must be verified. 7. Connection of the new 12-inch storm system to the existing CB Type 11-48 does not have invert elevation identified. Add invert elevations at connections to the existing CB-type II. Verify that the connection can be made. Identify all new invert elevations at new connections to CB's. 8. Vertical profile missing. Wastewater 1. The Sewer System Development Connection charge is $8,732.02. 2. The utility easement must be approved and submitted to the City for recording before a construction SITERC.DOC City of Renton P/B/PW Department Administrative Site Plan Approval&Envirc,,,,—ntal Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 7 of 14 permit is issued. 3. A backflow prevention device for sewer is required if the floor elevation is below 25-feet. 4. If there is a swimming pool in the building it does require a separate sewer line. 5. Label the sewer line from the building to the main line as "Private". 6. Show invert elevation where side sewer enters the manhole. 7. Provide vertical profile. Show top elevation of manhole. 8 If the project produces fats, oils, or grease the applicant is advised that an appropriate removal system will be required. 9. Side sewers are to have a slope of 2%. Transportation 1. Joint access easements to be submitted. 2. A six foot (6') sidewalk is required the full length of the property frontage on SW 19th Street with the back edge located at the property line and a planter strip between the curb and sidewalk. This requirement is part of the Lind Corporate Park requirements. BUILDING Follow recommendations of soils report. Building is over allowable area without providing separation walls. Elevator lobbies required. One hour separation between units including doors is required. Governing code 1997 UBC. POLICE- 33 Police Calls for Service Estimated Annually CONSTRUCTION PHASE The South Renton area reports the highest number of Commercial Burglaries and thefts of building materials in the City of Renton. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site will need security lighting and any construction trailer should be completely fenced in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective thief and will demonstrate that this area is private property. Construction trailers should be kept locked when not in use, and should also have a heavy-duty deadbolt installed with no less then a 1-1/2"throw when bolted. Glass windows in the trailer should be shatter-resistant. I also recommend the business post the appropriate "No Trespassing"signs on the property while it's under construction (flier attached). This will aid police in making arrests on the property after hours if suspects are observed vandalizing or stealing building materials. The use of off-duty police officers or private security guards to patrol the site during the hours of darkness is also recommended. COMPLETED BUILDING Security lighting in the parking lot areas and around the building after it is completed is a necessity. The doors to each room should be accessed only by electronic keys (metal locks are easy to pry, which allows burglary of hotel guests.) Deadbolt locks and peepholes are needed on each guest room and in the office rooms in the business. Landscaping around the exterior of the building should not be too dense or high. It is important to allow visibility. Too much landscaping will give the building the look of a fortress and possibly give a burglary sufficient coverage to break into the facility, especially during the hours of darkness. PARKS All landscaped areas outside property line, in street right-of-way, are to be maintained by owner. PLANNING 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. SITERC.DOC City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 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 21, 1998). Exhibit No. 3: Drawing No. 2, Preliminary Site Plan, (Received July 21, 1998). Exhibit No. 4: Drawing No. 3, Landscape Plan (Received July 21, 1998). Exhibit No. 5: Drawing No. 4, First Floor Plan (Received July 21, 1998). Exhibit No. 6: Drawing No. 5, Typical Upper Floor Plan, (Received July 21, 1998). Exhibit No. 7: Drawing No. 6, Exterior Building Elevations and Finish Schedule, (Received July 21, 1998). Exhibit No. 8: Drawing No. 7, Exterior Building Elevations and Finish Schedule, (Received July 21, 1998). Exhibit No. 9: Drawing No. 8, Cover Sheet, (Received July 21, 1998). Exhibit No. 10: Drawing No. 9, Preliminary Grading and Storm Drainage Plan (Received July 21, 1998). Exhibit No. 11: Drawing No. 10, Preliminary Sanitary Sewer and Watermain Plan, (Received July 21, 1998). Exhibit No. 12: Drawing No. 11, Watermain Details, (Received July 21, 1998). Exhibit No. 13: Drawing No. 12, Neighborhood Map, (Received July 21, 1998). City of Renton P/B/PW Department Administrative Site Plan Approval& Environmental Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 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 another hotel proposal, landscaping to screen parking areas, and street trees. 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. • City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 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 subject site complies with this secondary use condition. The hotel site plan proposal complies with all the development standards of the CO zone. There is a minimum street setback of 20 feet for buildings between 25 and 80 feet in height. The proposed hotel is setback approximately 95 feet from SW 19th Street. No interior or side yards are required in the CO zone. The proposed building height is approximately 50 feet which 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 required natural landscape area for the subject site was provided on the site of the Towneplace Suites hotel proposed to the north. Consolidation of natural landscape areas is encouraged by the code. The applicant proposes 1,985 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 sidewalk along SW 19th Street to the hotel entry. 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 128 parking spaces for the 120 guest rooms. Thus, 8 parking spaces are included for the employee parking required. 39 parking stalls or 30% of the total number are proposed as compact stalls. The Parking Code allows a maximum of 30%. The parking stalls and aisles meet the dimension requirements of the code. The hotel building crosses 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 on the east and north. There is a large wetland area and the fire training center to the south, and the vacant parcel to the west is expected to be developed as office. 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 City of Renton P/B/PW Department Administrative Site Plan Approval&Envirc ntal Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 11 of14 would reduce potential construction impacts on the site. Required utility improvements, 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. The proposal includes substantial landscaped areas, approximately 39% of the total site area, which would mitigate for impacts of impervious surfaces resulting from the proposed development. 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 is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with the Towneplace Suites Hotel proposed to the north of the subject site. The east driveway cut is proposed adjacent to a driveway that is to be constructed by the Larkspur Hotel and Hilton Garden Inn, to access their parking area behind those buildings. The driveway cuts are only 25 feet apart. These driveways should be combined to minimize the number of driveway cuts and to foster cohesive circulation patterns. 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 building is sufficiently setback from property boundaries and existing buildings to allow for adequate light and air circulation to the building. The proposed hotel would not block light or restrict air circulation to surrounding development. 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 SITERC.DOC • City of Renton P/B/PW Department Administrative Site Plan Approval&Envirc ntal Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 12 of 14 to serve the building. See the Advisory Notes section of this report for detailed information concerning utilities and public services. 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 Fairfield 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 13. 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: Towneplace Suites Hotel, 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. SITERC.DOC • • City of Renton P/B/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 13 of 14 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. F. Decision The Site Plan for Fairfield Suites, File No. LUA-98-118, 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. 3. The east driveway cut providing access onto SW 19th Street shall be combined with the adjacent driveway constructed by the Larkspur Hotel and Hilton Garden Inn. The revision shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: Ja• es C. Hanson, Zoning Administrator date SITERC.DOC City of Renton P/8/PW Department Administrative Site Plan Approval&Enviro Ital Review Committee Staff Report FAIRFIELD SUITES HOTEL LUA-98-118, SA-A, ECF REPORT OF SEPTEMBER 1, 1998 Page 14 of 14 TRANSMITTED this 1st day of September, 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 1st day of September, 1998 to the following: Larry Meckling, Building Official C. Duffy, Fire Marshal Neil Watts, Public Works Division Lawrence J. Warren, City Attorney South County Journal 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 September 21, 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 CiTY'QF RENTaN AFFIDAVIT 0 SERVICE BY MAILING On the 3 day of Se1,1ewber , 1998, I deposited in the mails of the United States, a sealed envelope containing ERG d lm�tna�►ow, 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) SiUkCIAL.L ge- --lesr STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that cH /Lk, `C sue.. .ram. signed this instrument and acknowledged it to be his/her/their free and voluntary act for theuses and purposes mentioned in the instrument. Dated: > °l / 9�� \ fi �� v Notary Publi and for the State of Wasll�hg.on Notary (Print) MARILYN KAMCHEFF My appointment Project Name: %'►"Feld Project Number: UVA qB ieisw,EL NOTARY.DOC 0 "' °) CIT 13F RENTON ..u. Planning/Building/Public Works Department 7 e Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 03, 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 September 01, 1998: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED FAIRFIELD SUITES/LUA-98-118,SA-A,ECF Proposal to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel, located to the north of the subject site. 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 September 21, 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, a3g,-- ----) 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 AGNG DOC\ 1055 South Grady Way- Renton, Washington 98055 This oaoer contains 50%recycled material.20%post consumer • • =;V_ CITY JF RENTON tb .ii Planning/Building/Public Works Department 7 e Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 03, 1998 Mr. Brian Smith Barghausen Consulting Engineers 18215-72nd Avenue South Kent, WA 98032 SUBJECT: Fairfield Suites LUA98-118,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 September 01, 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 September 21, 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: Marriott International, Inc. SW 19th Lind LLC Enclosure DNSMLTR.DOC 1055 South�� Grady Way-Renton,Washington 98055 Cam]This nanar contains 50%recycled material.20%oost consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-98-118,SA-A,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Fairfield Suites DESCRIPTION OF PROPOSAL: Proposal to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel, located to the north of the subject site. 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 $32,923.28 (63,314 square feet X $0.52 = $32,923.28). 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 6.71% of the cost of a traffic signal, or a $6,706.45 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 $44,925 (599 trips x$75 = $44,925). This fee is payable prior to issuance of Building Permits. The Site Plan for Fairfield Suites, File No. LUA-98-118, 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. 3. The east driveway cut providing access onto SW 19th Street shall be combined with the adjacent driveway constructed by the Larkspur Hotel and Hilton Garden Inn. The revision shall be subject to the approval of the Development Services Division, prior to the issuance of building permits. a CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-118,SA-A,ECF APPLICANT: Marriott International PROJECT NAME: Fairfield Suites DESCRIPTION OF PROPOSAL: Proposal to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel, located to the north of the subject site. 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 is 2750 GPM. 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. PLAN REVIEW Water 1. The Water System Development Connection charge is $12,650.23. 2. Irrigation meter and backflow prevention device must be tapped direct into the 10-inch loop main, not off the domestic service. 3. The utility easement must be approved and submitted to the City for recording before a construction permit is issued. 4. Building height over 30-feet will need a backflow prevention device for the domestic water service. 5. The fire flow prevention device shall be located outside the building in a vault. 6. Construction plans shall meet the City of Renton Standards. 7. All conditions apply as required in the Lind Corp. Park review and approval (File#LUA97-032). Fairfield Suites- LUA-98-118,SA-A,ECF Advisory Notes(continued) Storm/Surface Water 1. Storm System Development Service Connection charge is$9,120.55. 2. The proposed parking is located over the installed storm detention vault. Confirm that the vault structure can safely withstand 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. 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) foot above the flood plain. The Elevation Certificate form will be available at the 6th floor counter upon request This must be returned to the City prior to issuance to final occupancy certificate. 6. The Master Drainage Plan for this site was approved previously when the east lots were developed in the 9-lot short plat. However, the Drainage Report must be revised to reflect the actual constructed conditions and the wet vault (one sized) sizing calculation must be verified. 7. Connection of the new 12-inch storm system to the existing CB Type 11-48 does not have invert elevation identified. Add invert elevations at connections to the existing CB-type II. Verify that the connection can be made. Identify all new invert elevations at new connections to CB's. 8. Vertical profile missing. Wastewater 1. The Sewer System Development Connection charge is$8,732.02. 2. The utility easement must be approved and submitted to the City for recording before a construction permit is issued. 3. A backflow prevention device for sewer is required if the floor elevation is below 25-feet. 4. If there is a swimming pool in the building it does require a separate sewer line. 5. Label the sewer line from the building to the main line as"Private". 6. Show invert elevation where side sewer enters the manhole. 7. Provide vertical profile. Show top elevation of manhole. 8 If the project produces fats, oils, or grease the applicant is advised that an appropriate removal system will be required. 9. Side sewers are to have a slope of 2%. Transportation 1. Joint access easements to be submitted. 2. A six foot (6) sidewalk is required the full length of the property frontage on SW 19th Street with the back edge located at the property line and a planter strip between the curb and sidewalk. This requirement is part of the Lind Corporate Park requirements. BUILDING Follow recommendations of soils report. Building is over allowable area without providing separation walls. Elevator lobbies required. One hour separation between units including doors is required. Governing code 1997 UBC. POLICE- 33 Police Calls for Service Estimated Annually Fairfield Suites - LUA-98-118,SA-A,ECF Advisory Notes(continued) CONSTRUCTION PHASE The South Renton area reports the highest number of Commercial Burglaries and thefts of building materials in the City of Renton. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site will need security lighting and any construction trailer should be completely fenced in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective thief and will demonstrate that this area is private property. Construction trailers should be kept locked when not in use, and should also have a heavy-duty deadbolt installed with no less then a 1-1/2"throw when bolted. Glass windows in the trailer should be shatter- resistant. I also recommend the business post the appropriate "No Trespassing" signs on the property while it's under construction (flier attached). This will aid police in making arrests on the property after hours if suspects are observed vandalizing or stealing building materials. The use of off-duty police officers or private security guards to patrol the site during the hours of darkness is also recommended. COMPLETED BUILDING Security lighting in the parking lot areas and around the building after it is completed is a necessity. The doors to each room should be accessed only by electronic keys (metal locks are easy to pry, which allows burglary of hotel guests.) Deadbolt locks and peepholes are needed on each guest room and in the office rooms in the business. Landscaping around the exterior of the building should not be too dense or high. It is important to allow visibility. Too much landscaping will give the building the look of a fortress and possibly give a burglary sufficient coverage to break into the facility, especially during the hours of darkness. PARKS All landscaped areas outside property line, in street right-of-way, are to be maintained by owner. PLANNING 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks., Inc. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-98-118,SA-A,ECF APPLICANT: Marriott International, Inc. PROJECT NAME: Fairfield Suites DESCRIPTION OF PROPOSAL: Proposal to construct a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel, located to the north of the subject site. 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 September 21, 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: September 7, 1998 DATE OF DECISION: September 1, 1998 SIGNATURES: Gr ggP ,� r;5 / Zinim d misty ��' � DATE r epartment Of PI nning/Building/Public Works --..... f(Ji Shepherd, Admi strator DATE Qommunity Servicees /,,:, /,/ /' L , Flre hief DATE Re n Fire Department DNSMSIG.DOC • I . 140TICE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION FAIRFIELD SUITES LUA-98-118,SA-A,ECF Proposal to construct a 120 room hotel,consisting of a four story building,63,314 square feet in area. The maximum building height would be approximately 45 feet.The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access Is proposed via two driveways off SW 19th Street The west driveway would be a joint-use access shared with a proposed hotel,located to the north of the subject site. Location:300 SW 19th • Street 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 IIRCW 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 September 21,1998. If no appeals are filed by this date,both actions will become final. Appeals must be filed in writing together with the required 575.00 application fee with: Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-118. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430.6510. • giek, 17-1111 i` �� tL I 1- •ii—I Ii S; r i•' iII fill Ilk F_xLati_ tt- / "t-:Na:r.:''�__ ' .- 1- FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file identification. CERTIFICATION • I, , it yI � h r 4 , hereby certify that copies of the above documentVere posted by me in conspicuous places on or nearby the described property on Sit-. 4 , Icfg5 • Signed: 56(Ak . - ATTE ST: Subcribed and sworn before me, a Nortary Public,in and or the State of Washington residing inn�j �� , on the cj day of /�` . o All'Olt MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 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 Dnewspaper ofgeneralpublication and is now and has been for more than six months ENVIRONMENTALNT REVIEWN COMMITTEE prior to the date of publication, referred to, printed and published in the English language RENTON,WASHINGTON continually as a daily newspaper in Kent, King County, Washington. The South County The has Environmental a Review Committeeof(ERC) issued a Determination of Non- Journal has been approved as a legal newspaper by order of the Superior Court of the Significance - Mitigated for the following State of Washington for King County. project under the authority of the Renton MuniciThe notice in the exact form attached, was published in the South County FAIRFIELD l SUITES ' ' Journal (and not in supplemental form) which was regularly distributed to the subscribers LUA-98-118,SA-A,ECF during the below stated period. The annexed notice, a Environmental review and site plan appro- val for construction of a four story hotel. Location:300 SW 19th St. Fairfield Suites Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision as published on: 9/7/98 must be filed in writing on or before 5:00 PM September 21, 1998. If no appeals are filed by this date,both actions will become The full amount of the fee charged for said foregoing publication is the sum of $41.14 final. Appeals must be filed in writing Legal Number 5134 /7 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 governed by City of Renton Municipal Code Section 4-8-11B.Additional informa- Legal Clerk`,South County Journal tion regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. Z , Published in the South County Journal Subsc ' sworn before me n this �ay of �.,ii...r , 19 September 7,1998.5134 .011n1/1/t oese_71,476Z / Os,i E. N yf �. O : gS101VF•• G��� Notary Public of the State of Washington 9•. residing in Renton NOTAR . ' = King County, Washington %; jOUB C' ai��•9C p 1 O *//, WASN` ���� 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. FAIRFIELD SUITES LUA-98-118,SA-A,ECF Environmental review and site plan approval for construction of a four story hotel. 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 September 21, 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: September 7, 1998 Account No. 51067 dnsmpub.dot Washington State Northwest Region �1 Department of Transportation 15700 Dayton Avenue North P.O. Box 330310 Sid Morrison Secretary of Transportation Seattle,WA 98133-9710 (206)440-4000 ENT PANNING DE�CIT(ci E RENTON DATE: August 7, 1998 AVu 1 U AO Real Peter Rosen, Project Manager r ( JED Planning/Building/Public Works 200 Mill Avenue South Renton, WA 98055 Subject: SR-405 MP 2.30 CS 1743 Fairfield Suites File#LUA-98-118,SA-A,ECF ,. , F-tx FROM: • bert A. Josephson, PE, Manager of Planning& Local / oordination 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 requests 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 1 strspns.doc t , City or Kenton Department of Planning/Building/Puolic Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P tc_ei COMMENTS DUE: 8/11/98 APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street SITE AREA: 2.61 acres BUILDING AREA(gross): 63,314 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. 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 cl Ina 9k. eoxrynen -/--,6 � 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 aonal information is needed to property assess this proposal. addi �y 2� Signature of/Direcforor Authorized Representativ Z - e Date DEVAPP.DO Rev.10/93 • I!.! Trespass it UswEs 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. .cY o COURTESY OF RENTON POLICE DEPARTMENT CRIME PREVENTION UNIT ��'`� 235 - 2571 City of Renton Department of Planning/Building/Puunc Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: t.oYvQYNt (y, A g1r' OMMENTS DUE: 8/11/98 APPLICATION NO: LUA98-118,SA-A,ECF "�'�' '�"`' DATE CIRCULATED: 7/28/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street SITE AREA: 2.61 acres BUILDING AREA(gross): 63,314 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. • 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 Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistortclCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wher ditionat Information is needed to properly assess this proposal. :/1//?g Signature irector or orized Representative Date DEVAPP.D Rev.10/93 City or Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENTS Wc4er__ COMMENTS DUE: 8/11/98 APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 pp,, PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street Lk,. JO - rk4 SITE AREA: 2.61 acres I BUILDING AREA(gross): 63,314 s.f. j'$v✓il,wO SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four sfdry building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. 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 Lanc/Shoreline Use Utilities j Animals _ Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment • 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS fr rile-- froJe f ,7 he., �1f1 to pe 6k, ack d re v1 e-r-e Ce->e? )47 e , 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 prope9y assess this proposal. /9‘J e -72-r 1,-el7747 / ... kr. - Signature of Director or Authorized Representative Date / DEVAPP.DOC Rev.10/93 FAIRFIELD SUITE 200 TO 300 SW 19th St. EIS Review Developme, t Services August, 1998 STORM WATER: 1. Storm System Development Service Connection charge is $9,120.55. 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. 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 plan. The Elevation Certificate form will be available at the 6th floor counter upon request This must be returned to the City prior to issuance to final occupancy certificate. 6. The Master Drainage plan for this site was approved previously when the East Lots were developed in the 9-lot short plat However, The Drainage Report must be revised to reflect the actual constructed conditions and the wet vault(one sized) sizing calculation verified. 7. Connection of the new 12-inch storm system to the existing CB Type II-48 do not have invert elevation identified. Add invert elevations at connections to the existing CB-type II. Verify that the connection can be made. Identify all new invert elevations at new connections to CB's. 8. Vertical profile missing. 98cm112D 98CMI 12D.DOC\ sn { li c f" C FAIRFIELD SUITE 200 TO 300 SW 19th St. EIS Review Development Services August 7, 1998 SEWER: 1. The Sewer System Development Connection charge is $8,732.02. 2. The utility easement must be approved and submitted to the City for recording before a construction permit is issued.. 3. A backflow prevention device for sewer is required if the floor elevation is below 25-feet. 4. If there is a swimming pool in the building it does require a separate sewer line. 5. Label Sewer line from the building to the main line as "Private". 6. Show invert elevation where side sewer enters the manhole. 7. Provide vertical profile. Show top elevation of manhole. 8 If the project produce fats, oils, or grease the applicant is advised that an appropriate removal system will be required. 9. Side sewers are to have a slope of 2%. 98cm112S 98CM112S.DOC\ I City or Kenton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: IAw-roA- COMMENTS DUE: 8/11/98 APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street SITE AREA: 2.61 acres I BUILDING AREA(gross): 63,314 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. 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 LancYShoreline Use Utilities Animals _Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation . Airport Environment �5 10,000 Feet 14,000 Feet NO B. POLICY-RELATED COMMENTS None C. CODE-RELATED COMMENTS None 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 i eded to properly assess this proposal. ` 0 7t (Ti( Signature of ctor or Authorized Representative Date DEVAPP.DOC Rev.10/93 • '▪ Agli liti. i . / Itt '! :..,,I.L [ I «i a 1 •atlITZ_T-37 iliv:i . 1 1 "'-` cal \.t. .-11* '; i . m 10. 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City enton Department of Planning/Building/Pi Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET C REVIEWING DEPARTMENT: h toll Stj%J1Ct COMMENTS DUE: 8/11/98 C''Y� APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 t/61 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 6`f LL PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street SITE AREA: 2.61 acres BUILDING AREA(gross): 63,314 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. 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 Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation _ Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS CO L i p`J R E -o N frt N IJ o R E Po 2T . /g. I L D I I-)6/ 0 v e- 2 4 L L c L-J E D 4 sZ E' .i S �P�12.9TIo � w� L�-S . CLEv4TC)fZ Loam QEG“.., C . OIJE Houk S�,P,-R�4"f I N BETL-JE -av uNl-TS IICIGLVpI J (z o0oI2S Gov��Z ,.f�I�1C, C°DE 19' (Jac, 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. ty6t 8 Signature of Director or Authorized Representative Date DEVAPP DOC Rev.10/93 I . City 'enton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: TNT-1/1Sf.arta't1GTin COMMENTS DUE: 8/11/98 APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 C/7), PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street ✓L`/ SITE AREA: 2.61 acres l BUILDING AREA(gross): 63,314 SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. • 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 a.-l-1- Gh`pteg-f/5 A Y' re vie 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. X6/';'1/ ›"z / 5 : 411//91? Signature of Director or Authorized Repress. ative Date DEVAPP.DOC Rev.10/93 _ . FAIRFIELD SUITE 200 TO 300 SW 19th St. EIS Review Development Services August 4, 1998 TRANSPORTATION: 1. The Transportation mitigation fee for new trips generated is $44,925.00 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. This requirement is part of the Lind Corp. Park requirements. 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 6.71%of$100,000. 6.71%x 100,000=$6,706.45 Mitigated cost is $6,706.45 98cm112T 98CM112T.DOC\ 3Z -7 . • • :K s _�,.Adi ,;....;.! _1, - _..fir.-/ %u o el if ,c�c.ya, wrryF`inIu\I°JYLYSP"'.6wOT..».A' T.w+wT M•9tArKfHCFI1..3t-bP..r, .0N FEE ^_ , wc <'hi .wevAtw'YA,.ti.4,.4 '4,M»:v4...r..4 . r , Prc ct Name lc(1► T ie Itt Sc(lies Prc ct Address ZOO S LO 10t' SI Col act Person A ',dye w L.c, y"t u Li Ad( ess I Phc 3 Number (2C(, ) — 2 Z3 - 142 6 Peri t Number LUA — R S — Ng g Proj :t Description 1 ZO Vooivl hole • Lan( Jse Type: Method of Calculation: ?t v i.✓tt,‘,ts 1t,cf/ • ❑ Residential _I /ITE Trip Generation Manual prcp((v c( /c 4 s, ❑ Retail ll Traffic Study 0/Non-retail 0 Other �``�1es Icrc (S�cc, t' L Slte gulf (31I L Calc ation: (0`7o UCL_ re(-tc ( 120) ( 6,2/4 ) ( 0 SO ) = 5qg cic,lit/ tt ,f , At c 7C lam' -t,', ) - (5qq ) ( 475 ) - 1 1-11-I , 125_ 00_ • Trans Drtation Mitigation Fee: -11-1 1 q Z.5 Calcu ted by: All-- G//G(Vl Date: -/Zcl// Accot t Number: • /OS. 5Qgr 3180, 70. 00- Date i Payment • • &(C1,. + ILf ) + • MMJI'.7?•:• •:iM••„L::i•J•„ 1 �_�• lath rTlP:QRTTIVEA . O Fi7- 1 x„...... Project Name IN II ?pelt' ' St, Ile Project Address 200 S .60 i CO L' Si Contact Person Al t I vd✓e W L-c. LJ 1 .I Address Phone Number (2 0 ; ) — 2 Z 3- (14 2 6 • Permit Number L UA — q 5 — Ng Project Description /ZO VOO tl hele Land Use Type: Method of Calculation: �1-it Z'.��� ttit tj 0 Residential [ ITE Trip Generation Manual prcp(,✓.C( 7/q/.,� ❑ Retail L1 Traffic Study C�Non-retail 0 Other J``�1e �U( ('ZYCiC j f't, Calculation: yv`7r, 0CC . lJcac ( J2D) ( L. 2y ) ( O.WO ) = 5q% 14c„17 7t ,1, ; (5 q q ) ( 4 7 5 ) 1 y y q Z.5 c.:0_. . • 00 Transportation Mitigation Fee: uy, q26• Calculated by: , - 71' G1/GZl Date: —1/4el` f Account Number: . 105. 5Rq. 3130, 7O. DO. Date of Payment City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: F1att‘ReOkeLi) _Water COMMENTS DUE: 8/11/98 APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 •-! rnr- APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street V.,., N SITE AREA: 2.61 acres BUILDING AREA(gross): 63,314 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. 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 Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional i formation is needed to properly assess this proposal. 9/49-7,2-4 Signature of Director or Authorized Representati Date e474.1441, DEVAPP.DOC Rev 10/93 • FAIRFIELD SUITE 200 TO 300 SW 19th St. EIS Review Development Services August 3, 1998 WATER: 1. The Water System Development Connection charge is $12,650.23. 2. Irrigation meter and backflow prevention device must be tapped direct into the 10-inch loop main, not off the domestic service. 3. The utility easement must be approved and submitted to the City for recording before a construction permit is issued.. 4. Building height over 30-feet will need a backflow prevention device for the domestic water service. 5. The fire flow prevention Device to be located outside the building in a vault. 6. Construction plans to meet City of Renton Standards. 7. All conditions apply as required in the Lind Corp. Park review and approval. 98cm112W 98CM112W.DOC\ PROPERTY SERVICES FEE REVIEW # 98 — O 3/ 0 DEVELOPMENT APPLICATION REVIEW SHEET 0 PLAN REVIEW ROUTING SLIP 0 ENVIRONMENTAL CHECKLIST REVIEW SHEET 0 OTHER APPLICANT: ,A, A,,we) L 4-ytt . /4/4 e,,?/c.�� N t h' p- reitjAi/hc RECEIVED FROM C`it/ 43 3 JOB ADDRESS: i11E c,,a,r A S-c� „Su.'icr S WO# (date NATURE OF WORK: 1.-,a-,RG�Etp Si<71`S /47 — /z 0 Roc244 S GREEN# 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 ❑ OTHER ❑ VESTED 0 NOT VESTED ❑ This fee review supersedes and cancels fee review I dated _ 0 PARENT PID//(subject to change)_ SUBJECT PROPERTY PIDX 3 3 5 ) '- 3 3 Z.rs 7 7 Si 0 King Co.Tax Accff(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 --O Special Assessment District/WASTEWATER 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 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 Commercial/Industrial, $0.113/sq.ft. of property (not less than$850.00)x //T q Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter a soo CPM tsr.hdal SYSTEM DEVELOPMENT CHARGE-WASTEWATER ❑ Pd Prey. ❑ Partially Pd (Ltd Exemption) ® 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 /// Jt/q f> 7 # CZ- REDEVELOPMENT CREDIT: (New- Old Flow)/New Flow X Above Fees SYSTEM DEVELOPMENT CHARGE-SURFACEWATER ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) @it 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) 7° 202- `� /20 55 / r PRELIMINARY TOTAL $ �O,502 , gD Signature of Review)ng Authority DATE 00 *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. v1 c:/templatc/feeapp/tgb EFFECTIVE July 16, 1995/Ord. Nos. 4506, 4507,4508,4525,and 4526 s - 1 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: \ WeJaAA-tav\ COMMENTS DUE: 8/11/98 HENTon I APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 Hp, r- FARE DE APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 ,UL 2 8 7998 PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street ` l L. SITE AREA: 2.61 acres I BUILDING AREA(gross): 63,314 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. • 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 LightGlare Plants Recreation LandYShoreline Use Utilities _ Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet . ujO 1p$74cjs �etoaI B. POLICY-RELATED COMMENTS /, /I' C. CODE-RELATED COMMENTS _ 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 formation is ne ed to properly assess this proposal. / Signature of erector or Authorized Repr ntative Date / DEVAPP.DOC // Rev 10/93 1 O JR, CITY OF RENTON 'ePL,NTo FIRE PREVENTION BUREAU MEMORANDUM DATE: July 31, 1998 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Mariott Fairfield Suites, SW 19th St. Fire Department Comments: 1. The preliminary fire flow for The Fairfield Suites is 2750 GPM. 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$32,923.28 is required for the Fairfield Suites based on $.52 per square foot of the new building square footage.. 3. Separate plans and permits are required for the installation of the fire alarm and sprinkler systems. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: F'o. rk s COMMENTS DUE: 8/11/98 APPLICATION NO: LUA98-118,SA-A,ECF DATE CIRCULATED: 7/28/98 APPLICANT: Marriott International, Inc. PROJECT MANAGER: Rosen/7219 PROJECT TITLE: Fairfield Suites WORK ORDER NO: 78416 LOCATION: 200 and 300 SW 19th Street SITE AREA: 2.61 acres I BUILDING AREA(gross): 63,314 s.f. SUMMARY OF PROPOSAL: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building, 63,314 square feet in area. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel north of the subject site. 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 GTL1/4----- i2 /' I . B. POLICY-RELATED COMMENTS vre r—/ Ze ,`th > & ,i-r-r-z-e�� C. CODE-RELATED COMMENTS, n Z-0? (_... 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. Si ature of Director orAdtlfor'I Representative Dat 1/4-3/7 DEVAPP.DOC Rev 10/93 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: Malt iutt Fairfield imq Su teS APPLICATION NO: Loot 9 e- lie,SIR -A 1 E C* 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 City of Renton Attn: Account Payable 334040-0425 1055 Grady Way South 334040-0585 Renton, WA 98055 r cNT Fi_r: , au UZ C r( OF RENTO;� �uL 21 1��38 6828.001 [BD\bl] (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, i T - D`IE V-- , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ❑ City of Renton Technical Services Records ❑ Title Company Records 1. King County Assessors Records _Z gTU8F`1%1 Signed ' 'A2- UI 2./) Date 1 9- ,\Ssio,j; s 991t 5.3 ,, G (Appl ant) ( o`*NOTgq y G i m: 2, NOTARY i J8LIC ° ATTESTED: Subscribed and sworn before me, a Notary Public, in and f�t)r e dtgte cif • •• he{isSgton, residin at � 7 on thee` day of �.Q (_oi:_. i "� v►iASFi��"" Signed (Notary Public) ****For City of Renton`Use* CERTIFICATION OF MAILING r f y , ,,:J.* -+.t+�4 heteby certify that notices of the proposed application were mailed to (City Employee) each listed property owner on l_ , lq Signed .),&(1141,-• r. " �^�,e4 Date:, ,. i t '- NOTARY ATT F S T: Sui,',ci il,t:d ed ;,v,ir,rrr br4ore me,,a Notary Public, in and for the :,trite cif VV:isbingtcrr7 residing at - . .- on the __ '� ::_:day of t_,. c��,_ , '!S_ Signed )/")•1 t — " r u listprop.doc REV 07/95 MARILYN KAMCHEFF 2 COMMISSION EXPIRES 6/29/99 Environmental Documents that Vi ;iC1( Evaluate the Proposed Project: Envl I checklist for Lind Corporate Park,Level I Drainage Analysis for Lind__-_._.3 Park,Technical Information Report for SW 19th Lind,Wetland *. • Delineation East Valley Road and SW 19th Street Project. •ramDevelopment Regulations jV m 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, NOTICE OF APPLICATION Uniform Fire Code,etc.These adopted codes and standards will function to mitigate project impacts. AND PROPOSED DETERMINATION OF Proposed Mitigation Measures: NON-SIGNIFICANCE,MITIGATED(DNS-M) 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 maybe warranted as a result of detailed project analysis.Final mitigation measures will be issued as part of the SOPA threshold determination. • 1.Traffic Mitigation Fee-$75 per new average daily trip attributed to proposal. DATE: July 28,1993 2.Fire Mitigation Fee-$0.52 per square foot of new construction. LAND USE NUMBER: LUA-38.118,SA-A,ECF Comments on the above application roust be submitted in writing to Peter Rosen,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 11,1998. If you have questions APPUCATION NAME: Fairfield Suites 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 or record and will he PROJECT DESCRIPTION: The applicant.Manion International,Inc.,proposes a 120 room hotel,consisting notified of any decision on this project of a lour story building.63,314 square feel in area.The maximum building height would be approximately 45 feet. The proposal would Include an interior swimming pool with associated recreational facilities. The proposal includes 128 CONTACT PERSON: Peter Rosen,(425)430.7219 parking stalls.Access Is proposed via two driveways off SW 19th Street.The west driveway would be a joint-use access I shared with a proposed hotel,north of the subject site. (PLEASE INCLUDE THE PROJECT NUMBER WHEN CALUNG FOR PROPER FILE IDENTIFICATION PROJECT LOCATION: 200 and 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 are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M Is likely to be Issued.Comment periods for the project end 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 21,1998 l_ NOTICE OF COMPLETE APPLICATION: July 28,1998 • -���•.Jo I!I ParmituIReview Requested: Environmental Checklist Review(ECF) r_,.,--*•'' p,,�.:.:, it".+- If l Administrative Site Plan Review(SA-A) .r!l_'gs g'T^1 ,r9 Fes-,,; I I� Building Permits js (S,--;4, ' I Other permits which may be NA ] ' 4 !! ,,,, ' r. 1 required by State,Federal J(�56y j- `-. or other agency permits: -- ,._-„"'��6 '- --r••. • Requested Studies: Geotechnical Study.Drainage Study,Wetland Study QI[gel'-:• °j✓`. l' 1.ar - `M1 Location where application may -., II r,I be reviewed: Planning/Building/Public Works Division,Development Services Department, J. ' 1� 1055 South Grady Way,Renton,WA 98058 .. `", ... �II�I 1L PUBLIC HEARING: None required.Administrative review only. s C1 L CONSISTENCY OVERVIEW: Analytical process ; Project consistency refers to whether a project Is consistent with adopted and applicable development regulations,or in ! �� ` .1 ^ 1 1 ,i ll their absence,comprehensive plan policies.RCW 36.7013.110(2)(g)provides that the Notice of Application(NOA) "I`'- --'••��ae�rr..Ip11 include a statement of the preliminary determination of a project's consistency with the type of land use,level of !i!�!•- . development Infrastructure,and character of development if one has been made at the time of notice.Ala minimum, r "- 1;- 1 G every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and _.'1 €af 9 71 development regulations. - 111 1,, l„ +,,t" Land Use: The proposed hotel is consistent with the Employment Area-Valley(EAV) NerGeeolai000• tilt ' II a'• Comprehensive Plan designation and the Commercial Office(CO)zoning. DETAIL MAP I. .! 11pp Hotels are allowed as secondary uses In the CO zone provided the location is ""Y0i"" i: 1,i? within the EAV Comprehensive Plan designation. r'"—"- i B.i, i_t;LA�1U ih The Zoning proposalis quire en consistent with Comprehensive Plan policies and ___� naacre.:= - _ e.-. Zoning Code requirements. GENMALOT.DOC GameLOT.000 CERTIFICATION • I, /471AtAirri , hereby certify that ? copies of the above document were posted by me in . conspicuous places on or nearby the described property on ,.,L,r 3Ii/ • Signed: i %,�? ATI"bST: Subcribed and sworn before me,a Nortary Public,in and for the State of Washington residing in fad 9-,, ,on the (, '.1 day of 0 A /9 4 K --- li OA-</y-- ? -4)-)-i si-t MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 rsy • - Nrc NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M) V sew DATE: July 28,1998 LAND USE NUMBER: LUA-98-118,SA-A,ECF APPLICATION NAME: Fairfield Suites PROJECT DESCRIPTION: The applicant, Marriott International, Inc., proposes a 120 room hotel, consisting of a four story building,63,314 square feet in area. The maximum building height would be approximately 45 feet. The proposal would include an interior swimming pool with associated recreational facilities. The proposal includes 128 parking stalls. Access is proposed via two driveways off SW 19th Street. The west driveway would be a joint-use access shared with a proposed hotel,north of the subject site. PROJECT LOCATION: 200 and 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 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance 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 21, 1998 NOTICE OF COMPLETE APPLICATION: July 28, 1998 Permits/Review Requested: Environmental Checklist Review(ECF) Administrative Site Plan Review(SA-A) Building Permits Other permits which may be NA required by State,Federal or other agency permits: 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: Analytical process Project consistency refers to whether a project is consistent with adopted and applicable development regulations,or in their absence,comprehensive plan policies. RCW 36.70B.110(2)(g)provides that the Notice of Application(NOA) include a statement of the preliminary determination of a project's consistency with the type of land use,level of development,infrastructure,and character of development if one has been made at the time of notice. At a minimum, every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and development regulations. Land Use: 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. GENMALOT.DOC Environmental Documents that Evaidate the Proposed Project: Environs,,-,, iecklist 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. 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 August 11, 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: Peter Rosen,(425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION YANA NO.I 4• s t _ CC, I '' g uM ;_fit': ' /(; I --1.'- ii 1?t".-; L....,:, _...., ,,,..4J . .r..,7- -1-i I--t- 1 1 l IF t 1I -=I:- •II 1 ry NEIGHBORHOOD „ R = 'F ":— ,DETAIL MAI' F.fA Suit. ' �?i '! ' � �- --n 91 t :1 I r I �171DIlt4RLf,- ♦f GENMALOT.DOC ,----)^ CIT s OF RENTON :a. 1 Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 28, 1998 Mr. Brian Smith Barghausen Consulting Engineers 18215 - 72nd Avenue South Kent, WA 98032 SUBJECT: Fairfield Suites LUA98-118,SA-A,ECF Dear Mr. Smith: 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 September 1, 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, 0?-14N 111.----'" Peter Rosen Project Manager cc: SW 19th Lind LLC/Owners Barghausen Consulting Engineers ACCPTLTR.Wr 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITY OF RENTON l DE VE-"LC)PMEN i SERVICES DIVISION MASTER APPLICATION PROPERTY OWNER(S) ,: <<.: I? tOJCT i.NE #tV1 1T..OfV Note: If there is more than one legal owner, please attach`an additional notarized Master Application for.each•owner. PROJECT OR DEVELOPMENT NAME: NAME: SW 19th Lind LLC Fairfield Suites PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 1109 First Avenue, Suite 500 NEC of Lind Avenue SW and SW 19th Street CITY: Seattle ZIP: 98101 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 334040-3325 and 3334 TELEPHONE NUMBER: (206) 682-3300 EXISTING LAND USE(S): Vacant APPLICANT (if other :than owner) PROPOSED LAND USES: NAME: Andrew Layton Hotel 12D r00m5 COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Marriott International, Inc. Employment Area Valley ADDRESS: 601 Union Street, Suite 5300 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CITY: Seattle ZIP: 98101 EXISTING ZONING: Commercial Office (CO) TELEPHONE NUMBER: (206) 223-1426 • PROPOSED ZONING (if applicable): NTACT. PERSON` N/A DEVELOPMENT PLANNING CO CITY OF RENTON SITE AREA(SQ. FT. OR ACREAGE): NAME: Brian Smith 2.61 Acres JUL 21 1998 JA33. ti1i0 n calm' (ifP appl'icable PROJECT VALUE: RECEIVED 1 liatlidiallillialt*Aiii*SeC nsulting Engineers $4,200,000 ?4 t..C as A'i• _ ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 18215 72nd Avenue South No CITY: Kent ZIP: 98032 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: (425) 251-6222 There is an existing wetland adjacent to the site. AL DESCRIPTIUni OF PROPERTY::. Attach se :arate. e•et if.necessary�;::::' <:: . .: ;:?::i:: ....:LEG,,. . . .: ...:. :....:::.::.:...:. .:::..::... : .:{.....:. ... ....p... ...• See Attached • >:: :: erm e ::::.:::.::;:.::.;:.: :.. �;:: C� :s a ........ ..fete.............. ...::e.,.s.�:.:.::: ::::>:<:><:•:::>::>::»:::::;:;:;:>�:::;< : ;::::- ::. Che�1c atl appticat�n types thartaPP:Y :..::.tY :.��:;:;..:. . :........:......::...:......:.. .. . .................... . _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 $ADO _ FINAL PLAT $ _GRADE & FILL PERMIT $ (NO. CU. YDS: ) 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 Charcie _x ENVIRONMENTAL REVIEW $5cV O O REVISION $ — WNERSHIP I, (Print Name) Andrew Layton , declare that I am (please check one)_the owner of the property involved in this application;_x the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. i ATTEST: Subscribed and sworn to before me, a Notar Public,in and r— CrC 'L.J r for the State of residing at (Naije of Swner/R•pres-n ative) ii1 •nthe •ay of OFFSMAL SEAL `- 19-�- IiIWi18A C.C�V1nN \ £4 ��• ► �, No/lWGc-Slit�loolilrilm (Signature of 0 .. er/R..resentative) �, iii�� • .. • 7- Sit ature of Notary P C.lic) >.:::><:>:::: ::>.':: :::..:::;: lete h `.Ci Staff): ... Issect�on.to.b.e �.o.m d::. y....ty .. ...... »;: Clty FI)e Number ® : D .SP GAPS CAP u CPA. CU A CU:: ECfi L MHP FPUD FP f'P R •VMP`• SA- •�' "'" SHPL A SHPL-,H SP SM SME TP V A w B H Yd TOTAL FEES $ d a TOTAL POSTAGE PROVIDED $ .. . .; i . i .;I MASTERAP.DOC REVISED 8/97 . 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. DEVELOPMENT PLANNING CITY OF RENTON JUL 21 1998 RECEIVED Page 3 PROJECT NARRATIVE FAIRFIELD SUITES 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 Fairfield Suites project by Marriott Hotels: 1. Site and Location of Site: The subject project is located within the south 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 consists of 13,691 square feet, or 2.61 acres, that is relatively flat and square in shape. Main access to the project will occur at the southwest corner of Lot 4, which will be used as a shared access with the Towneplace Suites development to the north, being constructed concurrently with Fairfield 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 a 120 room,4 story hotel, which consists of one building approximately 63,314 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 128 paved parking stalls will be provided as part of this development. Access to this proposed development will be provided by means of a joint use access located along the westerly property line of Lot 4. Additional access is provided by means of a joint use paved access along the DallCITY l'INRT P�ENTG 1"fV 6828.004[BDS/jss/bsd] OF R JUL 21 1998 RECEIVEt, easterly property line. Other improvements to the project will include pedestrian access to the public right-of-way of S.W. 19th Street. Additional enhancements to the proposed development include an interior swimming pool with associated recreational facilities. The maximum height of the proposed structures is44'-10" from the finished floor elevation. Building lot coverage is approximately 14.78 percent.of the total site area. 6828.004[BDS/jss/bsd] CONSTRUCTION MITIGATION DESCRIPTION FAIRFIELD SUITES The following is a summary of the construction mitigation measures that are proposed for the Fairfield 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. D`VE1.Or. ::=PJT CITY OF REt:'i C, J 4° JUL 21 1,; 8 RECEIVED 6829.001 [BDS/jss/bsd] ENVIRONMENTAL CHECKLIST APPLICATION FORM City of Renton A. BACKGROUND INFORMATION: 1. Name of project: Fairfield 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 Or. . Barghausen Engineers Ct 1Y p . fir p; r 18215 72nd Avenue South FFiet:7L44''"�V Kent,WA 98032 JUL 21 ,J98 3. Date checklist prepared: July 10, 1998. REc�IV 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 135 room Marriott TownePlace Suites Hotel is being propsed directly north 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. Maclsaac -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 City of Renton SEPA Determination City of Renton Grading Permit City of Renton Building Permit City of Renton Lot Line Adjustment -1- 10. Project Description: Give a brief, complete description of the intended use of the property or project. Marriott International, Inc. proposes to develop a (120) room, extended-stay, all-suite hotel on a 2.57 acre property. The hotel will consist of a 4-story building with wall exterior finish of synthetic stucco in 3 accenting colors. The pitched upper roof will be composition shingles with the lower roof as standing seam metal. The development will include parking for 128 vehicles, an indoor swimming pool, meeting room, outdoor sun deck 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 '/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 are approximately 5%to 8%. 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. Approximate fill 5.000 c.y. Needed to bring site to design elevation. Materials will come from north property. 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 62% 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 19t' Street. 2. Could waste materials enter ground or surface waters? If so, generally describe. No. -4- d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Drainage control is exempt from the design requirements. 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. -5- 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. 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. -6- 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. 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 10 to 12 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 -7- a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: 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-49'-10" (mid-pt. of gable roof) Exterior Materials -Exterior insulation and finish system, composition shingles, metal 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 -8- 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. 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 a meeting room and an indoor 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 19' 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? -9- The proposed project will include on-site parking for 128 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. 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: -10- 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 04/0 A:812sepa.doc/envcklist -11- Jia ne W . Mac iesa a. o , P , E , 381 - 129th Place NE ** Bellevue, WA 98005 ** Phone/Fax(425) 454-`i`313 LOr; -stir CITY E-mail: JimMacIsaac@email.msn.comOF RE; .G DATE: July 9, 1998 JUL 2 1a,.:8 TO: Brian Smith RECEIVED FROM: Jim Maclsaac C ,C 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 19th 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 19th 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 19`h 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 19th Street. It included a PM James W.Maclsaac-7/9/98 \jwm\MemoRpt.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\MemoRpt.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 SectorjFuture) Corp Office 90.000 1000sf 714 6.27 564 1.47 132 1.40 126 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 19th 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\MemoRpt.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- Warrant Description Major Minor Street** Warrant proach at the intersection would 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 a..1300 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 Hour Volume (Peak Hour of the Day) Intersection signalization may Warrant Volumes a(i1700 150 150 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.Maclsaac-7/9/98 \jwm\Memot pt.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 19`h 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.Maclsaac-7/9/98 \jwm\MemoRpt.doc 2000 PM Peak Hour 1998 PM Peak Hour Traffic Countt With Southgate Exp and Existing Hotels a) n o A r, op r` o v r- NORTH • Q4131., N � LA.06, D ;) F/54 �r� .J � 0 < 13 59 + < 5 < 25 8. + <45 3 -► f0 SW 19t 5i f 0 98> a� 15> 150> 60 4 75> O �,� p .‘") (' cD"./26 IT. Overall up Aup A A Overall Delay = v ti ' v r" Delay = 1.3 sec/veh 4.2 sec/veh 0 Overall approach LOS. a ii-.)/26 LOS/delay for left- d turn movement only. d Overall Overall Delay = i, n Delay = 6.0 sec/veh N- rnQ1.. ti o 8.0 sec/veh v n— LBilo F/77 O F/102 i O < 27 (:4.5g Ik..61 < 92 < 30 s� ),LT < 155 SW 19th 150> 60 4 140> 150> 60 A 155> © ��r �/37 0 ��r j48 litAl `jr))) A1 � •- 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 Minor is€ r `N t - , .,ter-:-.r, v �:, ,u- mwt) 50 D " 11`Sp''P� .{ 5... '�d � ��i G PA�i r� M 3 -�£ 5 . Q0 : �: 200 ''tN cfi vit�A(I mL i _ . iii ,d t ..45 : t '(� '..a Minor r 1'TM :T , � t Q+ isl , , 150 r;;• • ' - H S �i" s.t 4.1 1 7 +� .. ..,�,�b- .......; ..4` `l �" {/i�, y� , '`'''•y0 \x! " u 62 Site , s to , n" *�sG S ST � :: ' Lgtif ',h( 25 400 I' " �,y a ma/ .' ' 37 27 350 _,` J tt I' r 4' 2 K . 23 • ' 1.AI, li ' ''41— 28 , y Yf ir ." d z 9 .. R- 20 VC ai 2i r 400 `' z i$ i h�, • n7 AWDT ��� a:%gym, I - l 1 550 '+ 21-14TN sr . % . , , ; • s, T..* —1 gx. s1 3.44( ,. y PM 300 t gist IT s Peak Hour 150 P ' a ti ` w 410 410 F �"�^�y$ "_ !i1I 1 - Hotel Trip Gen: 350 w R AWDT- 1,275 '100 �� 3x � 14 f . ''' PM Pk Hr-112 ; In- 65 12 _- r4 Out- 47 ' , (0±.. eT 5 4 . 100 Minor 10 f i 100) I 12 Fairfield & TownePlace Hotels Traffic Generation & Distribution Estimates FIGURE 2 Brian Smith July 9, 1998 Page 6 APPENDIX LOS CALCULATIONS James W.MacIsaac-7/9/98 \jwm\MemoRpt.doc HCS : Unsignalized Intersections 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 Intersections 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 Intersections Release 2 . 1d LIND-19C.HC0 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 Intersections 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 WB 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 INTErwECTION SUMMARY Version 1 . ,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 INTE1,-L,CTION SUMMARY Version 2 _ _ 3 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 INTERSECTION SUMMARY Version 1 . -md 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 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 9g - a4q CITY OF RENTOP. jt`a1 08 1998 MEMORANDUM VISION DATE: TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary ApplicationAutcf+- - SP--1-e3 LOCATION: NO(4-\' .5;as SV\I iC( bk- 9e_o_r\ Lin0 Voice,/ A meeting with the applicant has been scheduled for /0 , Thursday, Lure ;9.5 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 T N ':` at least two (2) days before the meeting. Thank you. C1TF .i.•i'•;w L`LE! Or CITY 1OF F.Ct',i J JUL 21 13 3 RECEIVED G1:Y O furn � CITY OF RENTON • �' FIRE PREVENTION BUREAU MEMORANDUM DATE: June 16, 1998 TO: Peter Rosen, Planner k FROM: Jim Gray, Assistant Fire Marshal C\ 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 are 22 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$32,396.OQis required for the Fairfield Suites and a fee of S39,104.00 is required for the Towneplace Suites, based on $.52 per squareToot o he 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. 4 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 gasenient by ten(ID) 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 meter, 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. 98cm099W 98C1\-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 98CM099S.DOC • 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 • 98CN10991).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 intersec . of L' d 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 98CM099T.DOC\ 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 berming to screen parking areas from the street. It appears that this could be accomplished within the landscape strip frontages,es 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_property Tine_ The parking ordinance requires landscaping equal to 5%"of the area of a parking lot ov6f.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'Fairfield Suites.rfOC 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$0.52 per square foot of new construction. SEPA environmental review and Administrative Site Plan Review are conducted concurrently and take approximately 6 to 8 weeks,which includes the appeal periods. 4, 18 -ott g RECEIVED MEMORANDUM JUN 8 is ECONOMIC DEVELOPMENT. NEIGHBORHOODS. IFNi\;IiJG DATE: 6,- S _ <<S-* TO: Long Range Planning/fC() I• -bed FROM: Jim Hanson, Development Services Division Director I SUBJECT: New Preliminary Application:(YIQ�,.r-(i c:tt iou:1-N Pi0-c� 5u1 i- 5 d- if—pc jtt5 LOCATION: No(4-1� !�;r 1 i S�l�l I 714 fu ee,' J Li n►7 (1,v Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Please submit your written comments to q)-E-Q6 no later than . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. • NO. fOL%C�, 1 sSv`3 , Jl�� �COti. v ?e/e/2d1- Pit- ,�S� Dr S�sj CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES 1- ys` ,I r �4,fy July 20, 1998 OL1,"`:,►Or �Nc ENG%$ C,' T ~:/T Peter Rosen jilt 21 1,,;'8 City Of Renton Development Services Division 0 1055 Grady Way South Renton, WA 98055 RE: Submittal of Site Plan Approval and Environmental Checklist Application Package for Marriott Fairfield Suites Project Our Job No. 6828 Dear Peter, Enclosed is our application package for Site Plan Approval and Environmental Checklist review for the Marriott Fairfield Suites project located at the northeast corner of Lind Avenue Southwest and Southwest 19th Street on the south 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 20, 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. Wetland Report- 3 copies 19. Landscape Plan-5 copies 20. Floor Plans- 5 copies 21. Traffic Study - 3 copies 22. Plan Reductions to 8-1/2 x 11 -2 sets 23. Neighborhood Detail Map reduced to 4" x 6" - 2 each 24. 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, Betsy Dyer Executive Assis BSD/bd [6828c.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 •�VL UV VU IIUII LUU UUL ULJJ I , UL MARTIN SMITH REAL ESTATE SERVICES July 6, 1998 Ce(C N of RE"`0" �nQ 1109 Flue A.enua ,uL 21 1 l•J90 Svite 500 • S.attl., WA 9810t-2988 FAX Z06.340.1281 M . 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 I9th 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 I9th Lind LLC. Sincere' , Je ey A. Roush Managing Member Southwest 19th Lind LLC • JAR:dc Enclosure t' , MAP EXHIBIT —. 4 f2c;:::).': ' F• — w:—$5 fI:`C,',.' SNP' .�LnT V�?� I r r -I Q NO SCALE i i i et Ex. ai.X. i fx BLOC_ (� LNE 3 I i L __-_J L J I N89'3756•E 209.78' 209.18" i raa9.36"03'E r r T if tu I .� .1 LOT 6 ^ LOT 1 1 Ss,s2f �--zr — —y Q g `� Z a o LOr 2 1 LOT 3 LOT �� R£1�lfON S SHORT PLAT 022-85 ON SHORT PUT 022-4 Qz I LOT 2 1 LOT 4 La 57r * 2 �' I . n LOT 8 . r- 5'---1,— o .�.I 11' 1 1' 17 /-- m tor 3 }�J I 215.f 8' 20924' I I s 39'4.8'35- E _ o . T.P.O./1/ T.P.O.S. N UNE 1 S.W. vn-f sit, UNE 2 m on 0taiiiiiiiiuii zow., .0 -omit 49,ZO 4. H m P`' of �a / � . , 0 .'. gliptf .r4). yr /- 41.9.01r0f., ,p27467�p �J`v ; _ a sia G/STE.6 J — I y S 4( L AND \ DWtRes 08-04--98 i` J00 Number Designed - SCC/C: f,HQL 1 8215 zzNo AVENUE SOUTHo,,..,, BGMIr S\ K4 N T, WA 98032 6045 Hofizonta! 5;� ( 25)251-6729 °""°'° N/A ' o (425)25 1-8782 FAX pQ e 4 A0o/Vwd MSH Vertical m ' 4�\� e, ` g' CIVIL QI ENGINEERING, LAND PLANNING, Deco 6/20/97 N/A ')-,, BrtGic.,* ., SURVEYING. ENVIRONMENTAL SECMC:S 5of5 4. f. rV A M E R S I e qm.7•04100, -: -:----1-7.4,41\\44 - .frr z 000" N*,,,ma8 t ,iiiist‘ k� ". -- ems 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 DEVELOr TENT Pl_^,r:,r,„iu CITY OF RENTON JUL 21 1398 RECEIVED - a ' WHEN RECORDED RETURN TO: Mlc`�aef McCormack Jarneson Babbitt Stites & Lcmoard. P LLC. 999 Third Avenue, Suite 1900 Seat>;e, Washingtcn 98104 • STATUTORY WARRANTY DEED (f)1STr��1S The GRANTOR, THE AUSTIN COMPANY, an Ohio corporation, in consideration of Ten Dollars ($10.00) 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 `oilcwing described real C:. estate, situated in the County of King, State of Washington: O j Lots 4 and 5 of S.'N. 19th Lind Short Plat No. LUA-97-032-SHPL, r- recorded under Recording No. 9t0—c accb v"s P ZG 3 , O records of King County, Washington. Situate in the County of King, State of Washington. SUBJECT TO the liens, encumorances anc restrictions set forth on Exhibit A annexed hereto and by this reference incorporated herein. DATED: July _ , 1997. ti THE AUSTIN COMPANY, • _ an Chio corporation By Its: .C✓L%V„5,'ir% ;21 L 7 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 ft\I GM L. , to me known to be the Mc 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: lc 12s 1oc STATE OF WASHINGTON �'''"S • (c` NOTARY—•— PUBLIC (Type or Print Notary Name] YY COYNISSION WIRES 'O-23-CO l're Thu So=`or Nourtal Sew Surryl 1 35�' �Mti�G';o3 r . EXHIBIT A Permitted Exceptions ) :BSL' .7101 7";1:561.1MG"61314 1) 3 EXHIBIT 'A' Ord::: No. 34-4303-5 Escrow Nu. 39273JF-CA% 1. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT RECORDED NOVE.MBER 17, 1982. RECORDING NO. 32111"0375, N 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. LUA-97-032-SHPL . RECORDED: JULY Gf . 1997 RECORDING NO.: 9iC+c99Co6 ✓//S P k 9 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS, EASEMENT AS PROVIDED FOR AND,OR DELINEATED ON SAID SHORT PLAT 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 ?L-\T FOR COMMON ACCESS. AFFECTS THE SOUTHERLY 55 FEET 3. COVENANTS. CONDITIONS. RESTRICTIONS .AND/OR EASEMENTS Lei DECLARATION RECORDED: JULY . 1997 :7) RECORDING NO(S).: tSSG 4. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT RECORDED JULY 28, 1987. RECORDING NO. 8707_31346, 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. 5. EASEMENT AND THE TERMS AND CONDITIONS T'rrr.'RWF FOR UTILITIES N FAVOR OF THE CITY OF RENTON, RECORDED DULY 9 . 1997. RECORDING NUMBER 7o7c' o5�e . AFFECTS THE EAST 11 FEET OF LOT 4 AND EAST 17 FEET OF _TOT 5 6 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 3Y THE ?L-3L:C RECORDS. 7. UN-PATENTED MINING CLAIMS. ,B. RESERVATIONS OR EXCEPTIONS :N PATENTS OR :N ACTS .kLTHORIZ:NG THE ISSC.ANCE THEREOF: .C, WATER RIGHTS. CI.AIMS OR TITLE. TO WATER: WHETHER ER OR NOT THE MATTERS ERS EXCEPTED UNDER (A). (B) OR C, ARE SHOW 3Y THE. ?UBL:C RECORDS: .D' :YDLAN TRIBAL CODES OR REGU AT"CNS. :NDLA.N TREATY OR .A3OR:CI`,A_ RInHTS. :NC_DING EASEMENTS OR EQUITABLE Sr- VI T.:DES. 8. ANY St.RVICr, INSTALLATION, CONNECT:O`i, MAL-"TEN.SCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WA!ER. GARBAGE OR FT FCTRICITY. C C 1 4w THE COMMERCE BANK OF WASHINGTON, N.A. 601 UNION STREET, SUITE 3600 f✓ SEATTLE WA 98101 g (206)292-3900 G , DEED OF TRUST 1ST AM—S 3538877- • i ` Reference a (if applicable): Additional on page g I I Grantor(s): 1. SW 19TH LIND LLC. Grantee(s),'Assignee/Beneficiary. THE COMMERCE BANK OF WASHINGTON, N.A.. 3enefciary FIRST AMERICAN TITLE INSURNACE COMPANY Trustee :) C4 Legal Description: LOTS 4 & 5 SW 19TH LIND SP LJ-97-032-SHPL O REC 9707099006 ESMT 9707090557 Additional on page 2 C! Assessor's Tax Farce] ID#• 334040-3330-CO 3 3340a0.3'_25 07 �j is os-� 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 "Grantori); THE COMMERCE BANK OF WASHINGTON, N.A.�rvhose mailing address is 601 UNION STREET, SUITE 3600. SEATTLE, WA 98101 (referred to below sometimes as "Lender" and sometimes as "Beneficlary"); and FIRST AMERICAN TITLE INSURJHCE COMPANY, whose mailing address is 2101 FOURTH AVENUE, SUITE 800, SEATTLE, WA 9021 (referred to below as "Trustee"). r'.1_ 1 I 1 f 1 I 1 1 M1 07-18-1997 DEED OF TRUST Page 2 Loan No (Continued) CONVEYANCE AND GRANT. For .-_able conslderallon,Grantor conveys to Trustee In"list with power of sale,right of entry and possession and for the benefit of Lender as Beneficiary, a :' Grantors right. :We and interest n Ina tit ire following described real c•ecerty. •cgetrer with Al e.is'lrg :r sucsedven:' erected or arfieed curld,ngs, mprevemerto ari: figures:all easements, •.gn:s of«ay Ira acpunlnances. all water wa•er•gnis and ditch rights dncivaing stock n u:.',1 es ...it, ditch or .rrigaticn ngntsl. ara all o:rer •^yhts 'oyad+es. and profits 'e atin t0 the real property including without ,m 'ild•"r I minerals. oil gas 3eotrermal and ;•m..a: -atters.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 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 Peal Property tar identification'umber is 334040-3330-00 3 334040-3325-07 Granter hereby assigns as security to_enter Ill of Grantor s•Int :.'e.Inc merest in and to all leases Rents.and:rotas of:re Prcpe•'y Tb-is assignment s recorded n accc 'Ce wr.h RCII 55:8 J ire :en crewed by this assignment:s me^::e:•:cc spec.''c.cer'ected and:rcate upon t'-e•eoc•o.ag of rn-s reed of -st ender grants to Grantor a license to code::the =e"•; and prohls,wn:cn license ray tie•evcueo at.liter a co:or aria;ra i:e a..rc:na'rcally revoker]upon acceieraticn of a.l car: a• the'r0!ptetlnlSS. i.� DEFINITIONS. The'cdaN:rig worts sr?'l ran! ::+earn,; wren-used m this Cleo of 'rust . • - err.; .:re••«:;e defined'C this Deed of Trust snail nave the meanings attributed to Such arm,.n the Uniform Commercial Coae s,l:e•er?rces:J :1 aodar amounts shall mean amounts in iawtu,money of trio,;nitetl States of am!nca Beneficiary. The word'Benefit+dry•^•ears "I-E CCMMEPCE BANK CF .VASHINGTCN N A. is successors and assigns TrrE COMMERCE BANK CF WASi'I`.G'DN,N A.also is referred to as'Lender'in this Deed of Trust. Deed of Trust. The words 'Ceeo of Trust'mean :his Ceea :f 'rust among Grantor. Lender. and Trustee.ins rc.•.cea without limitation all assignment and security•nterest provisions relating to tie Personal Property and Rents. Grantor. The Nora 'Grantor- means any and a4 persons and entitles eeecut•ng this Deed of Trust. rrciucirg without limitation SW 19TH LIND L.L C. Guarantor. The Nord 'Guarantor' means and ncfudes without imitation any and all guarantors. si.:et.es. Ana accommodation parties in connection with tr.e,noebteoness. Improvements. The word "mcrose^era' means and rcudes waned 'imitation all existing and tvture .mcr:semert:; ouiicings,strt.ctu:es.^oo le rcmes air'Cc or.the Deal Prccerty •aca'Lies additions.replacements and other:cnstr': i`ct:C on the Real P•coerty indebtedness. 'he word "ncec:ec'ess' "'ears all orinc.pai Ira nterest payable under :he Note and ICy ampr.r is esoenaea or advanced py Lender t0 o.scrarge adr:gat:ons of Grantor ar eaoenses incurred by Trustee cr Lender to en'orce cer'gat.ons of Grants•,niter this Geed of Trust,together with nterest:n sucn amounts as provided in this Ceea of Trull. Lender. The word Lender'means -_CCVMEPCE BANK CF.VASI'INGTCN.N.A....s successors and assigns. Note. The word 'Note' means the Note dated July It, 1997. In the original principal amount of $800,0^9.00 'tom Grantor to Lercer.t:getrer Meth ad renewals edensions.modifications. refinancings.and subft.tuo_Cs cr toe Note. NOTICE TO GRANTOR: THE NOTE CONTAINS A VARIABLE INTEREST RATE. Personal Property. The words'O!rsoral Property'mean all eOu.omerlt.'inures.and other articles of personal crcpery how or hereafter owned by Grantor.Ira^cw or hereafter attached or aYaed to the Real P•operty:together with ail access•c^s parts.and doom:Ohs'a ad ieciacemems of.and ail subsillutcrs'or any of such property:and together with ad sues air: pro'as thereon and proceeds.inc:using without limitation all.nsurance proceeds and refunds of premiums'from any sa.e or other orsoOsrtlon of the Property - - - -- Property. "he word'°•^ope'T -ears::'est se,/ire anal D•oCe:r'i I^:•'e°e'sorai D•Oraert l Real Property. 're w:rls °ea.P.o_e^, -'can•re:r:oe•:y .t!re-lts s'd r gets descr bed acc.e n:re"conN.e,ance a.•J Grant'section Related Documents. The woos '=!rated Documents' -rear and ncisae without rirn,lat:cn ad ;.rcmisso'y -ores a,.ee-era oar agreements er, ^^•-n •au agreements g.ara,tes. sect.arty agreements mortgages deer; :• ..:r 1-1 a ;trier rsrr-merts ag:eemerts I'd i:camera .v.ether ^cw or -ereafter es.sung, esecutea .n :cnnect.cn ,:n r Pfl� 31• • • 1:. E03 IT1, 07-18-1997 DEED OF TRUST Page 3 Loan No (Continued) :ndeotedness Rents, The word 'uen:s' ',mans ail p:eser:arc r.tu'e'er:i ere'' s .come ssues tc/acres.profits,anc c!trer:erer.•a derived from In.Property Trustee. The cord 'Trustee' means "PS"AME,);CAI ir__ '.aC CCMPPNY and shy SubStitute or successor trustees. THIS DEED OF TRUST. INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RLNTS 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:r.s Creed of Trust Grantor shad pay to Lender ail amounts secured by this Ceed of Trust as they become d e, and snail sttovy arc on a timely manner perform ad of Otartor s Cbagat:ors under the Note thus Ceed of Trust,and:re Petaled Cocur'ents POSSESSION AND MAINTENANCE OF THE PROPERTY. 3ran:cr agrees that Grantor s possession and use of!Ire °1coert; snail be governed oy the following prcvis.cns: Possession and Use. Until the occurrence of an Event of Cefau,t.Car antor may Tat remain in possession and cortroi Cr tr_ Popery. dot use.operate or manage the Proper.^/.and cl co,;ec!any °ents from the Property this priv.lege is a horn Lender to Grantor automatically revoked soon aefau,t1 -he'3:ow r;provisions relate to the use of the^•oceny or•L other limitations on the Property The°eai Property•s not usea pr'•c pad/'Cr aghcuiture Or farming curcoses Duty to Maintain. Granter snail maintain the °'oxen/ '1 ter•an.Lsoe ccnddrdn and promptly perform. a.i :ecta.r; replacements,and maintenance necessary to preser,e is,arse Hazardous Substances. The terms 'hazardous waste' 'ha:3'17„S substance' 'disposal.• 're:ease.' aro ' .re sliere0 release.' as used •n this ?eed of Trust, snail ram :.a same 'Wean.^gs 33 set forth .n the Comprehensive Env`rorre^:ai Pesponse Compensation, and _rao.tfty Act of :9EC as sm.e^oed 42 7 S C Section 96C1 et sea '•C_RC:A'l. r. Suoerfund Amendments and Reauthorzason act o. t986 °up '.o 99.499 i'$ARA 1. the Hazardous Materra.s Transportation Act,l;U S.0 Section te01.et sea,:re°iSCurCe 2creer,at:on and Recovery Act.42 U S.C.Section 5SC' et sea.or other apoi,cable state or:ederal'awn rues or reguiations adcotea pursuant to any of the foregoing he terms 'hazardous waste'and'hazardous substance'shad a:so mCude,*dhow. irnaation,petroleum and petroleum ovDrccucts or any fraction thereof and asbestos. Grantor 'epreser;a aria warrants :o Lender that: tat During the period of Grantor ownershrD of the Property there has been re use. generation. manufacture. storage. treatment, disposal. release C4 threatened release of any hazardous waste or substance by any cerson on.'indef.about or from the Property .01 Grantor C1 has no knowledge of.or reason to telreve that there has teen. except as previously disclosed to and acknowledged py C1 Lender in writing, :i)any use.generation,manufacture storage treatment.C:sdofal,release,or threatened release Cr any hazardous waste or substance on,:raer,about or from!tie°roper y by any prior owners Or occupants of the Progeny or any actua:or threatened litigation or claims o'any kirb by any person refacing to such matters:and it)Except as previous,, afsc!osed to and acknowledged by Lender in writing. .i1 neither Grantor nor any tenant.contractor,agent or other authorize7 user of the P'cceny snail use.generate.manufacture store treat c scose,t.or release any hazardous waste Or substance ;� on,alder.about or from the property and ail any sucn activity snarl CS conducted in compliance with ad appkcaoie!ede•a f state. and focal 'aws, regulations and ordinances. ncluaing without imitation those laws, regulations. and ordinances descr,bed loom Grantor authorizes lender and its agects to er'e' .bon tre Pr';oerty fo mare such'nspectons and test: at Grantors expense. as Lender may deem approor'ate to determine com.priance of the Property with tnis section of tre Deed of Trust. any inspections or tests made oy Lercer snail be'or.eider s purposes only and shad not be construed to create any resoonsrbility or liability on :he Dart of Lender 'o Grantor or •o any other person. The representat'ons arc warranties contained scram are oased on Grantor's due diligence n•nvest+gating the Property for hazardous waste an,: hazardous substances. Grantor hereby at releases and carves sny future claims against Lender 'or .ndemn,ty cr contribution r the event 'Grantor Cecomes "able 'or c:eanvc or _trier costs under any sucn 'awn. aro btu agrees •3 ndemndy and^.old harmless Lender aga'rst any arc 3.1 c:aii'S csses.'iao lilies.damages,penalt es, and e.oenies wr.s^ Lender may d,iectiy or .nd'rect:y sustain or suffer ,es.t.rq 'ram a oreacr, of this section of the Deed of 'rust or as Conseouence ;I any use generation. manufacture. storage b•sposal. 'cease or threatened release ecrunirig :not •_ Grantors ownership or interest in the Property. wnetrer or not the same was or Should have been known to Grantor trio provisions of this section of the Creed of ;rust. nc.•:c.rg the obligation to indemnify. shad survive the payment of the ,ndebteaness and the satisfaction and reccrveyance of the Bien of this Ceeo cf Trust and snail not be affected by_ender s acquisition of any interest rn the P'oceny..nether by foreclosure cr otherwise Nuisance.Waste. Grantor shall riot cause.contact or permit any nuisance nor commit.permit.or suffer any striro'rg of or waste on or to the Property or any Carton of the°•ecerty Without 'mrt ng the generality of the foregoing,Grantor wilt-ct remove or grant to any other parry the rgnt to •emove, an/trmeer, minerals tincluding oil and gall,soil. ;ravel or•ccv products wrthbut the prior wnnen consent of LerCer Removal of Improvements. Grartcr sna!t not :emc,sr :r •emo,e an/ mpro•:ements from!re Pear °roceny w.trcut lire • prior written consent of Lender 33 a:ondit cn to mre removal:r an♦ mcrosertents.Lender may'eou're Grantor to mare ar•argements saustactor/to Lerner to•ec'ace:Len mc'ouemerrs..':r• moravements of at least eo.:al value Lender's Right to Enter. '_eroer +.-u , averts aro ••crese^7ar'•a -a,en'er ,Don 7 . °eai 3•opem/or a. •ea5c^.tc rues to L'tero 'o ncer s nterests aro 'o r•sCect •re °'coed, •or os'coses of 3ran:cr:conroi.ance curt' _ •e'r's srk ( • • ED Jl: Page• • DEED OF TRUST Loan o (ConllnuOd) t cause comD'iance py Loan No l and shall promptly r mctr comply. nature wnats0ever who rent,'ease or othervis a use or al occupy the he9 Compliance with Governmental P:qulremenU. Grantor snail p c. /c Pr tenants or other persons cr ro tan s every now cr nereatter in effect.of all go Ordinances.and regulations. imdat,On,the?rr+enca^5 With Disabilities Act. Grantor allapplicable agents, anyproceeding.AcnGuahg rn any manner.with all�awspl «°Procem/ .taud:nq without� fiance during mayad°rn r h such r Tance.or regu!atron and wrtnhold comp 'Ong a5.�n 1 cl sole appropnat to the use s anysuch raw o 0• Lender ,n writing prior to doing so and s000I 0de5.ate Lender's a contest In good erns r -r'+as notified ofc ar ender may require Grantor to P aCFroDrrale aooeals. soiling as �rar'. hinders�n:'e o.=[".r/lie riot ecpard�zed merest. I other acts. ^ to Lender.to protect Lender s Opinipn.Lender s ,nalterCld the Property Grantor Shall do 3i sundry beta.reasonabry sa!'sieesdro�ther ro eoar.Ccn no r leave aft redac n Duly to Protect. Grantor a9 .n this 5ect10n. 'which from the cnaracter and use of the Property add�tlon ,o those acts set forth aaove a aOle all sums secured protect and preseive the Property due and p Y indebtedness mayat its option. 'al dec.are immediatelywritten necessary to ^re;e Si other document evldenang the ly CONSENT BY LENDER. •ate est rate Drovrded for in to withouttev the Lender deb andE ON SALE increase then the sale or transfer. Ot py tn�s Deed of Trust or tb)' ro rate. upon A'sale or transfer'means the conveyance nd Real as Lender deems aCp Por inhe re' or and impose Sucn other COo interest in the Peal PfOoerr/� roarer than art of the PSI then nt anyand ary- :die r consent.of all Cr any night.vile or interest!herein:whether legal.benefival Sir equitable:whether voluntary Real property or any 9land contract,contract for deed.tea sehold interest hr ith a term greater threeh cr i Grantor o a any land trustu o.f holdingg touro by outright spert deed.installment other sale methodof contract, y perrpor t25"el i�)years,lease�:p• conveyance of Peal Property merest. If any G �],l:•ol:' t On Contract.transfer ai sale.inclassigudes any V nr transfer o n ownersn•o of more than twenty-fiver1r a ice this Option z' the Ode l Property./,or by any other of ce be.of G• stocktored li rtners company.trot mu also b l ty copa ,rter I t company;r;erests.as tee casemay is• prohibited by•ederal law or by Washington law. pannershrD interests or:�mrted liab�r/ exercised by Lender if such exerase o ,ens on the Property are a part of this Deed of •rus!ta•^• The following orowsors reiaurg'o the taxes and ass TAXES PayANDment. t.LIENS. when iLe ana n].i e,,en!S prier:o Ce' ,rauencYl all taxes.special taxes. Hale paYewhen due:large'', Property.ands n maintain:he due Payment. Grantor snarl pay rnes and.rrtn rendereds'e•r'ee against:r on account of the except for the lien of arcs Grantor she rly Of'including water am seven. r linty over or eoual to tr•e Cod n of this ender of under this Deed of Trust, good f to taxes speed perms IOr work Cone on or'or ser+rces or material furnished l0 the Praper' free s all neon not flaying p t. •o or �n connection•++tt^a filed as a resu�t gh To Co Due and except wiasthhold otherwiseholda Tent 0f any rax assessment. claimled. n a coo arises or is h d'h]!ter was Len lies s rot;eopa Rightp Client. Grantor may S\ Pays after the lien arises or i1 a lien is fried, within with 115)Crays or a ! a:'on to PaY•so ling as Lender s interest in the Properly' byLender.deposit Over the ho•gor,f requestedr e the Lender c plus any '^ of nonpayment.Grantor shall w.th�n'eft the C scn ar a of the IiM, ,^ any I n secure ' g Cj Grantor has notice of the'" g• that could accrue as a result of a foreclosure or Vale under the enforcement against any Cj sufficient corporate surety bond or ctf:er security satisfactory to Lender�n an amount sufficient to disc fees defend other chargesadverse ludg C CCStS and artOraeySbond furnished in the Contest orOC°Cding ...self and Le additionalt aria snag a any suretypayment of the taxes �r e ^j contest. Grantor snail v,denca of s !- Property GrantorPayshad name Lender ita p n emonrerunsh s undert anytime a of a f i� meat. Grantor snail peon demand ov!rnmentaltoffico ndero satisfactory atisfdeliver atorLender at any Evidence of Pay the appropriate governmental Services `� assessments and shall authorize is commenced.any cl {� assessments against the Property s before anyor Other:yen'weld pe T, the taxes and any .151 ways lien,ma work 5 lien, Lender advance + r starssuil reedy Lender at'east f nyn t 1 a y Lender S to assertedto P of Notice o n Construction.of materialsare sere cell ;re erIals r are furnished.or anyor mater!a15. Grantor sr'uponcn gmGg�vemenl5 :rust the cost of do account of the work. Senn pee. to insuring the property are a part of this Coed-fassuranDA Satisfactory to Lender that Grantor car.and will pay Th ng PROPERTY DAMAGE INSURANCE. o!on 51i Procure provisions relating coverage M with standard extended slit-n an coveringall Improvements On the Real Probe^Y' Grantor Sn all Drocure and maintain eer:aes of fire insurancemortgagee clause in favor of Lender endorsements of Insurance. the lull insurable value wr a standard mments r may Cno unt s lid On a avoid aopiic oasts forany coinsurance clause.and' Grantorr catnt of om co. insurance rn such coverage ovuCnts t as Ley. amount withtcre^t to avoid Lender named as additional insureds in such liability insurance policies. Grantor snarl ass pweuro and maintain comorenensive general tiabl i nterrupuon, and boiler insurance. as o request maintain trustee and Lender ance,tng including out not limited to hazard, business' POi'cies snall be written in form.amounts.coverages r and basis reasonably naloa acceptable wtd snail wen other insurance, Lender G nctueing shoula!ic'•s reasonably require to ponder, deliver may' ie totime torh c 0iic C m r reasona0l acceptable in ° iron written Ln der.a to Lender. .n any V company hues or certificates of insui ante term saes act. m enroll that cr and issued oy time to the P^ least ten 1101 days' p be deliver insurance Lpoder'rpm: r dlminm t wdhovt at es-favor a1Lender will hot eempa 'ccaxd y will not 7e cancetlea o !hat coverage ,sntrr twat Dy any ae n Grid for or a t otherprovtd lie hould the Peal Property.at any also snarl nr::ude a n as a special food haxatd area.3 Each a rramor or any other person S ,�tie max•''t'-r^ areapolicym ss'on Or rrCcrO ciof rAana erne t Agencybalance tl•hood u0 way es Sc!. .Federal Emergencyorthe g principal :ender and:a m]mt.3 .b0r _ roc=f'r- 'or the'ul:unpaid an area m rs t designated de.re ur recce 4e required b'/ maintain recent°'lice or as Ctherw' agrees to OC'arn andrelict 'nsW arse o'ogram Lender . „Click I�m.!S Sd1 ♦roll the falter it a?fOCeft/not Lender s, Cu r > `] cif the'oat ender n1 any.lies or Dam Fge:o'h_ _e ,t,, - A pllcatiwance n the termo ner •Pe of Proceeds *O OO' 'cal;Pro'• e i nays of the casua,t/ pppticatlon _a ,,,.,, 'freer Perot'✓t 055.1 Gi]n!Cr'.a�.5'p 1 ( 1 f t J ' • F.� r'(ar' 'TI • 07_18_1997 DEEL) OF TRUST Page 5 Loan No (Continued) Lender may.at its electron. receive and retain•'e Proceeds Of any rsurarce and aColy the proceeds to the reduction of the Indebtedness,payment of any:ion affecting the Property or .his restoration and repair of the Property. ;1 Lender elects to apply the proceeds to restoration and repair.Grantor shall•eoair cr replace the damaged or destroyed Improvements in a manner satisfactory to Lender Lender shad.upon satisfactory proof of such expenditure.pay or reimburse Grantor from the proceeds for tme reasonaoie cost of repair or restoration if Grantor s-ot in default under this Deed of Trust. Any proceeds which have not been disbursed within 180 days after !neir 'ece,Ct and wn,Ch Lender has not committed to the repair or restoration of the p•ooeny shall Pe used first 'O pay any amount _w.rg •o Lender under this Ceed of Trust. then to day accrued interest.and the remainder,.f any.shall Pe adp,.ea'0 the drinc•Oar balance Of tie'ndebtedness I Lender holds any proceeds after payment.n fuit of Ire indebtedness. %ion Proceeds snail ce paid withcn interest to Grantor as Grantor s interests may appear. Unexpired Insurance at Sale. Any unexpired nsurarCe snail ru•e to the oenefit of. and pass to.the purchaser of the Property covered by this Deed of"•ust at any trustee s sale or carer save Held under the provisions of this Deed of Trust,or at any foreclosure sale of such Propel'/ Grantor's Report on Insurance. Upon request of Lender. however rot more than once a year, Grantor snarl furnish to Lender a report on each existing Policy of insurance snowing ial:he name of the insurer; ;b)the risks insured. iCl the amount of the/policy, id)the prope-ty insured, the then current replacement value of such property, and the manner of determining that value, and (e) :he expiration date of the pci'c'y Grantor snail, upon request of Lender, have an independent appraiser satisfactory to Lender determine the cash arue replacement cost of the Property. TAX AND INSURANCE RESERVES. Subject to any!imitations set ey a:Ci':3ole law.Lender may require Grantor to maintain with Lender reserves for payment of annual taxes.assessments. arc rsurance premiums. which reserves snail be created :y • advance payment or monthly payments of 3 sum estimated by Lender to ce sufficient to produce amounts at least equal to are taxes,assessments.and insurance premiums tc be paid The•eser.e'.ruts snail be hela by Lender as a general deccsd'ron Grantor,which Lender may satisfy by payment of'he taxes.assessments and insurance premiums required to be pa.d by Grantor as they become due :enter snail have the ngirt to draw.Ccr the'eser•re tunes tO oay such terns and Lender snail rot Pe required to determine the va:id•t'y or 3ccur3ry of any deli pe'pre ca\irg I Nctning n the Deed of Trust shall be:orstrued as requiring Lender to advance other mores for such purposes.and Lender;rail not incur any;lability for anything it may oo or:r.!.: to do with respect to the reserve account All amounts in the •eserve account are hereby pledged to 'urther secure the indebtedness,and Lender is hereby auv.nzed to w.11rdr3w and cow/suc't amounts on the.ndebtedness uocn the occurrercc of an Event of Defaud. Lender snail not be required to Ca/any interest or earnings cn the reserve funds unless rebuored cy jaw 0 • agreed to by Lender'n wr!t'ng Lender does not hold the reserve'undo n trust'or Grantor,and Lender is not Granter s agent tor payment of the taxes and assessments required to be paid by Granter EXPENDITURES BY LENDER. f Grantor fails to como!y with any provision of this Deed of Trust,or.f any action or proceeding s C1 commenced that would materially affect Lender's interests in the P'coeny. .ender on Grantor s behalf may, but shad not :e C required to,take any action that Lender deems appropriate Any amount that Lender expends in so doing will bear interest at tre 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. it ^t Lenders option,will ;al be payable on demand. :bl be added to the balance of the Note and be apportioned among and ce r- payable with any:nsrallment payments to become due during either i)the term of any applicable insurance policy or .ii)'re C remaining term of the Note or be treated as a balloon payment wnicn will be due and payable at the Notes maturity T-his N Deed of Trust also will secure payment of these amounts. The rrgnrs prox'ded for in this paragraph shall be in addition to any :r other rights or any remedies to which Lender may be entitled on account of the default. Any such action by Lender snail not:e construed as cuing the default so as'o oar Lender from any remedy that t otherwise would have mad. WARRANTY:DEFENSE OF TITLE. The following provisions reiat!rg to ownership of the Property are a part of this Deed of Trust Title. Grantor warrants that. 'a)Grantor holds good and marketable t:r'e of record to the Property in fee simple 'fee and clear of ail liens and encumbrances other than those set forth n the Rear Property descnotion or in any title insurance policy. title report,or final title opinion'ssued.n favor of and accepted by.Lender in connection with this Ceed of Trust,and or Grantor has the full right,power,and authority to execute and deliver this Deed of Trust to Lender. Defense of Title. Subject to the exception in the paragraph acc.e grantor warrants and will forever defend the title to Ire Property against the 'awful claims of an persons in t-e -'rent any action cr proceeding is commenced that cues:Ions Grantor s title or the ''interest of Trustee or '_ender under this Deed of Trust.Grantor snail defend the action at Grantor s ereense Grantor may be the nominai party•n srrcri proceeding.but Lender shall be entitled to participate in the proceeding and to be represented n the proceeding D'/ COunSel of Lenders Own choice, and Grantor will deliver. or Cause to De delivered.to Lender sucm instruments as Lender may request'rom time tp time to permit such participation Compliance With Laws. Grantor warrants that the Property and Grantor's use of the Property complies with an aus:•rg apofrcaOle raves,oroinances,and reguiations of governmental authorities. CONDEMNATION. The col:owing provisions relating to:oncemmatrdn proceec.rgs are a par o:'r>Geed of Trust. Application of Net Proceeds. f at or any :art of the P•ccerty a condemned by eminent domain proceedings or Pv an, proceeding or purchase'n t!eu Of condemnation.Lender may at Its election require that all or any portion of the net orocee'as of the award be acpi'ed to:no ndebtedness Cr the fecal!or•estdral.Or of the P•ooeny The net proceeds of the award anal mean the award after payment of ail reasonacte costa eicenses and attorneys' tees ...tutted Dy Trustee or '_ender .n Connection with toe cenaemnat•cr Proceedings. f sir :rccv'fc"j n ace•nr at ci• . 'ea .;:ar.tOr snail prdmCtiy not't•;Lender in wrung and Grantor s.^l I ' • S 31' 1 �fr�TQ 07-18-1997 DEED OF TRUST Page 6 Loan No (Continued) promptly take such stets as may ce necessary'0 0efena tre 3ct.on and aotain the award. Grantor may be the nom,rai party in such oroceeo.ng, but Lender snarl ce entitled 'o oartrcipate n :ne proceeding and to be reoreserr ea in •re proceeding by counsel of its own choke ail at Grantors expense and Grantor wilt deliver or cause to be delivered to Ler.Oer such instruments as may be requested cy.t from time to time to commit such participaticn. IMPOSITION OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The 'allowing provision:(e'ating to governmental taxes fees and charges are a Dart ct'Its Deed or"rst Current Taxes. Fees and Charges. :'oon •eq•uest oy Lender )rartcr ;hall execute such documents in aaditicn to :r•s Deed Of Trust and!are whatever other action 's requested cv _encer to Deflect and continue Lender s :men on the Peal Property Grantor shall reimburse Lender for•II taxes.as desCr-cod eemcw together with all expenses incurred i'1 recording perfecting or continuing this Ceed of Trust, including witncut ,rrrtahon all taxes. fees. documentary stamps, and other charges for recording or registering trims Deed of Trust. Taxes. The following snail constitute taxes:o which this section atones 'al a specific tax upon this type of Deed of Trust or upon all or any pan of the indebtedness secured by this Deed of Trust' 'bl a soecmfit tax on Grantor which Grantor •s authorized or required to deduct from payments on the Indebtedness secured by this type of Ceed of Trust: 'ct a tax on this type of Deed of Trust chargeable against the Lender or the',order of the Note:and (di a specific tax on all or any portion of the Indebtedness or on payments of principal and interest mane by Grantor Subsequent Taxes. If any tax to which this section appnes is enacted subsequent to :he date of this Deed of Trust :his event shall have the same effect as an Event of Default •as defined celawl, and Lender may exercise any or all cf is available remedies for an Event of Default as provided CeICw ;rless Grantor either Ial pays the tax tefOre •t becomes delinquent.or ;b'contests the tax as provided above in the 'axes and.Lens section and deposits win Lender casn c� a sufficient corporate surety bona or otter security satisfactory to_encer SECURITY AGREEMENT: FINANCING STATEMENTS. The lollowmng O'cvms,cn.s relating to this Deed of Trust as a secur.ty agreement area part of this Deed Of Trust. Security Agreement. This instrument snail constitute a tech tit sg•eement to the extent any of the Property cocst.tl.:es fixtures or other personal property.and Lender snail nave all of ire'igrts of a secured party under the Undcrm Com e•:a. Code as amended from time to time el Cl Security trite. Upon request by Lender.Grantor snail execute'inane:rg statements and take whatever other act cn requested by Lender to perfect and continue Lender s security interest in the tents and Personal Property 'n adds:I�.•,to recording this Deed of Trust In the real primary records. Lender may. at any lime and without further authorization :rem CI Grantor. ',le executed counterparts.conies or reorcauctmon3 of:rigs Deed of -rust as a financing statement Grantor Ira I C2 reimburse Lender for all expenses incurred n perfecting or ccntiru,r.g :ems security interest. Upon default. Granter 'ma I assemble the Personal Properly in a manner and at a place 'easonaoly convenient to Grantor and Lender and :rave t available to Lender within three i31 days after lecemcf of wrmttCl demand from Lender. _� Addresses. The marling addresses cf Grantor ideotorl arid_encer secured partyl.'rom which information concerr.nq t`e security interest granted by this Ceed of Trust may be oolamr.ea eacn as recurred by the Uniform Commercial Cocci.are a: stated on the first page of this Deed of Trust. FURTHER ASSURANCES;ATTORNEY-IN-FACT. The following provisions resisting to further assurances and attorney•n•tac: are a part of this Deed of Trust. Further Assurances. At any time.and from time:o!'me.upon request of Lender,Grantor will make.execute and de:rover,or will cause to be made.executed or delivered.to Lender or to Lenders designee.and when requested by Lender,cause to be filed.recorded.refilled.or rerecorded.as the case may be.at such times and in such offices and places as Lender may deem appropriate.any and all sucn mortgages.deeds of trust.security deeds.security agreements,financing statements. Continuation statements.instruments of further assurance,certificates,and other documents as may..n the sole opinion CI Lender be necessary or desirable •n order to effectuate.comotete. perfect. continue. or preserve 'al the obligations el Grantor under the Note.this Deed of Trust.and the Related Documents and .b1 the liens and security interests created of this Deed of 'rust as first and prior'lens on the Property. whether now owned or hereafter acquired by Grantor. Unless prohibited oy law or agreed to the contrary ny Lender.n writing.Grantor stall reimburse Lender for all costs and exeerse; incurred in connection with the matters referred to In this paragrapn Attorney-In-Fact. .f Grantor fails to do any of the things referred to in the preceding paragraph.Lender may do so for sro in the name of Grantor and at Grantors expense For such purposes Grantor hereoy irrevocably appcmnts Lender as Grantor s attorney.nn•faCt for the purpose of making executing aelive'mrg. fling, recording. and doing all other 'hangs as may be necessary or desirable.in Lender s sole opinion.to accomonsh the matters referred to in the preceding paragraph. FULL PERFORMANCE. if Grantor pays ail the lndeotedrtess when due.and otherwise performs all the obligations imposed..pcn Grantor under this Deed of Trust.Lender shall execute and deliver to"rustee a request fOr'tulf reeonveyance and shall execute and deliver to Grantor suitable statements of:errrmrat'cn of any`nane:no statement on file evidencing Lender s security.nte•est n ire Pents and the Personal P'ooerty any'econveyance'et oral to ca.d oy Grantor. f permitted by ato'icable'3w The grantee In any reconveyance may be described as:re cerson or De'sons egatly er.titted!hereto'.aria the recitals•n the'econveyance any matters or'acts snail pe conclusive Drop'of're truthfuness or any suer—veers or facts DEFAULT. Earn el're'c.cw.rq n•r_cot on or_once' ;ra r 's'site an event d1 eetautt E•.e of De'r.rt" ,ricer•r s Deed df'rust '1 ---- I • rom : • • 07-18-1997 DEED OF TRUST Page 7 Loan No (Contlnuod) Default on Indebtedness. or Grantor•o mace any pa,rrment w^en Due on the ir.aeofedness Default on Other Payments. ha.lure of Grantor within the time required oy this Deed of Trust to mace any payment:or:aces or insurance.or any other payment necessary to prevent'ding of or to e:fect discharge of any lien. Compliance Default. Failure of Grantor to comply with any other'erm oolrgation.covenant or condition contained in:his Ceed of Trust.the Note or.n any of the Related Documents. False Statements. An'/warrarty.•eoresentaron or statement mace or'urrished to vender oy or on cenalf of Grantor under this Deed Cf'Ust.the Note or the P.eiated Documents is false or mis:ead.rg in any material respect,either now or at the time made or'urriShed Defective Collaterall:atlon. This teed of 'rust or any of:he °eiated 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 electron to continue rs made),any member withara'ws from the limited liability company,or any other termination 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 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 proceedings. whether by ivaicial proceediry, self-held. repossession or any other method,Cy any creditor 3f Grantor or by any governmental agency against any Of the Property "lowever this subsection shall net apply.n the evert bf a good faith dispute by Grantor as to the validity o• reasonableness of the clam which s the basis of the forec:osu•e or 'oreleiture proceeding, provided that Grantor gives Lender written notce of such claim and furnishes reserves or a surety bond for the claim satisfactory l0 Lender. Breach of other Agreement. Any creacn Cy Grar:or maer the teams of any other agreement between Grantor and_erne' that•3 not:emceed w,tnin any grace pendd croreed therein. rcl•.c•ng without limitation any agreement:Onoemfn3 3^., �.� indeoteoness or other obligation of Grantor to Lender...nettle etrstirg now or later. C2 Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the'noettedness C or any Guarantor dies or becomes incompetent.or revokes or disputes the validity of,or IiaDdity under any Guaranty of the Cl Indebtedness Lender. at is ootron. may, out shall not be required to. permit the Guarantor s estate to assume n1 uncondd^naily the oolrgations arising under the guaranty in a manner satisfactory to Lender, and. in doing so. cure :re Event of De1auit. Adverse Change. 4 material adverse change occurs.n Granter s financial condition,or Lender believes the prospect or payment or performance of the Indebtedness is impaired. Right to Cure, .f such a failure is curable and•f Grantor has not teen given a notice of a breach of the same provision of this Deed of Trust within the preceding twelve 112)months.it may tie owed rand no Event of Default will have cccurrea) f Grantor.after ender sends written notice demanding cure of sucn 'smuts: (a)cures the failure within fifteen 115)Clays: or rbl it:he cure requires more than 'Meen 051 days immediately nitrates steps sufficient to cure the failure and thereafter • continues and completes ail reasonable and necessary steps surrcient to produce Compliance as soon as reasonaoiy practical RIGHTS AND REMEDIES ON DEFAULT. Upon the occurrence of any Erent of Dafauit and at any time thereafter. Trustee Lender. at its option, may exercise any one or more of the following rights and remedies. in addition to any otrier rights or remedies provided by raw. Accelerate Indebtedness. Lender,Hall have the light at its ooticn to declare the entire Indebtedness immediately due and Payable..rcrucrng any prepayment,• ally wnicn Grantor wcu.d be reourred to pay. Foreclosure. With respect to all or any part of the Real Prooerty :Ire Trustee shall have the right to exercise Is cower of Sale and to foreclose by notice and sale.and Lender snail have•he r grit to foreclose by Judicial foreclosure,in either:3Se n accordance with and to the full extent oranded by aopticabte law UCC Remedies. With respect to all or any pan of the Persona,Property.Lender snail hays ail the hgnts and remedies or a secured part'under the i,niform Commerciai,^,ode. • Collect Rents. Lender shad nave the right,without notice to Grantor to take possession of and manage the Property 3ra collect the rents including amounts oast due and ur.card. ana scaly:he net proceeds, over and above 'ender's costs against the indebtedness. In furtherance of this right.Lender may require any tenant or Other user of the Property to make payments of rent or rise fees directly to Lender if Inc Rents are corfected by Lender.t^en Grantor irrevocably designates Lender as Grantors attorney-in-feet:o endorse instruments received 'A payment thereof in the name of Grantor and to negotiate the same and collect the proceeds Payments by •ensnrs or Other users to Lender .n response to Lender s demand sral S3tishy the obligations'or which the payments are made ...nether or not any proper grounds for'he aern3rd existed Lender may exercise its ngnts under tres suooaragraoh either n person.by agent.or thrcugn a receiver. Appoint Receiver. _ender snail have the right to have a receiver spcointea to take possession of All or any part of •re ordpen'/ w'th'he:ewer'o trotect and preserve•he°rcpervy.to ccerste the°ropery orecec.ng or pending foreclosure r • sale aril'-cc:,ecl Per•s'•tin•ne P'ccer y era story:he croceecs over end above the cost of f''Sf iec?i•versnio s ainst • 'he rr.teC'e:^eSs a receiver may Serve withc'a ccoO f permuted cy'a'w enders right to the a0co'rtme^t of a rece^.er 6 - ---- - • • • • 07-18-1997 DEED OF TRUST Paige) 8 Loan No (Continued) shad exist wnetrer or nct the apparent .3;•tie of *re P•Dcerty exceeds the 'ndepteaness by a SLOStart:31 amount Employment Dy Lancer snail Oct disou aiity 3 parson from ser.'rg as a:ocerver Tenancy at Sufferance. 1 Grantor romai-, n possession of:re '•cceny after the Property is sold as prov'Ceo wove cr Lender otherwise oecomes entitled to possession of the Property,.Dori default of Grantor.Grantor shall become a tenant at sufferance of Lender or the purchaser of thy property and Shall,at Lenders option,either Val pay a reasonable rental for the Ise of the Property or bl vacate Ina Properly immediately upon the oemand of Lender Other Remedies. Trustee or Lender snail have any other Nor: or•emecy crowd:a in this Deed of Trust or the Note or by aw Notice of Sale. Lender snarl give Grantor reasonaole notice of the time and place of any public sale of the Personal property or of the time after wh:cn any private sale or other intended disposition of the-Personal Property a to be made Reasonable notice shall mean notice given at least ten (10) days before the time of the sate or disposition. My sale of Personal Property may oe made in conjunction with any sale of the Peal Property Sale of the Property. To the extent permitted by applicable 'dw Grantor hereby waives any and ail ogots to have !re Property marsnalled In exercising its rights and remedies,the "rustee or Lender shall be tree to sell ad or any part of the Property together or separately,in one sale or oy separate sates Herder shall be entitled to bid at any puolic sale on ail or any portion of the Property. Waiver;Election of Remedies. A waiver by any parry of a breacn cl a provision of this Deed of Trust sf:,•I not constitute a waiver of or prejudice the party a grits otherwise to dernar.d strict compaance with that provision or any other provisich Election by Lender to pursue any remedy provided in this Deed cf Trust.the Note,:n any Related Document.cr p;o•.:ded c/ law shad not exclude pursuit of any other remedy, and an elect:on to riroxe expenditures or to take action to cerform an obligation of Grantor under:his Deed of Trust after failure of Grantor to perform shall not affect Lender's right to decia'e a default and to exercise any Of its remedies. . 4 Attorneys'Fees;Expenses. '1 Lender institutes any suit act:cn to enforce any of the terms of this Deed of Tr.ist.Lencer (;l shall be entitled to recover such sum as the court may adjudge •eascnacie as attorneys'fees at trial and on any appeal Whether or rot any court action is involved. ail reasonable excenses rcurred by Lender which in Lender s oprn'cn are 4 necessary at any time for the protection or its interest or the erforcement of its rights shall become a part of the jnoectecness C'1 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 .imits under applicable law, Lenders attorneys' Tees whether or not there is a lawsuit.including attorneys Tees for bankruptcy proceedings iinciuding efforts to mod.fy or vacate any automatic stay or inluncttonl, appeals and any anticipated cost.'ucgment collection services, the cost of sear:rng records,obtaining title reports iinclud:ng fureclosure reports).surveyors reports.appraisal fees.title insurance,and Tees for the Trustee.to the extent permitted by appficaoie raw Grantor also will pay any court costs,in addition to ail cater sums provided by law. Rights of Trustee. Trustee shall have ad of the rrgnts and duties of ender as set forth in this section. POWERS AND OBLIGATIONS OF TRUSTEE. The following provisions relating to the powers and obligations of trustee !pursuant to Lenders instructionsj 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:tie following actions with respect to the Property uoon the written request of Lender and Grantor: (al join in oreoanng and filing a map or prat of the Peat Property,including the dedication of streets or otner rights to the public: 'Di join in granting ar/ easement or creating any restriction on the Real Property:and (c)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 catty 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 it brought by Trustee Trustee. Trustee shad meet all qualifications required 'cr Trustee under applicable law in addition to :he rights and remedies set forth above.with respect to all or any part of the Property.the Trustee shall have the right to fOrectcse Dy not-ce and sale and Lender snail have the right to foreclose oy,ud:cial foreclosure.in either case in accordance wan and to the ru.l extent provided by applicable law. Successor Trustee. Lender, at Lender's option. may from time to time aopornt a successor Trustee to any Trustee appointed`ereunder by an instrument executed and ackrowiedged by Lender and recorded in the office of the recorder ci RING County Washington. The instrument shalt Contain,in addrtrcn to ail other matters required by state law,the names of the original Lender. Trustee, and Grantor. the book and page or the Auditors File Number where this Deed of Trust is recorded.and the rune and address of the successor trustee.and the instrument shall be executed and acknowledged o'/ Lender or fs successors in interest The Successor trustee.without conveyance of the Property,shall succeed to ail the'rr:e Power.and'Does oonferred ucon the trustee n'his Ceed Lf Trust Ira Cy applicable law This procedure for S'.mstitution or trustee snail govern to the exclusion of all other provisions for sucsrtut'on NOTICES TO GRANTOR AND OTHER PARTIES. Sub:ect to 3cp'c3ble Taw and except for notice recurred or Veered by•aw e' :hen• scorner manner any norms ur^.er this peen of trust snail pe n wr•t'ng,may be sent by teiefacsrm,e.ano snail b. .ne'.'ive when tOt.,311y delivered cr wren deoosrted with a oa::Gra,ly'ecognirel overnight courier,or.,1 mailed.snail De oeen•ea effe t•ve wren ':epositea n :he .'-deo Stares '*'.air '.ist _:ass :ert:f.ed :r 'eg'stered mad. postage crepaid 'S ec'ed add-esses sncwn near ice Deg•nr'ng ct th,is Ceed ci" L^v pr.ty^ray charge:to address for notices under thus_eed or to... 07-18-1997 Loan No DEED OF TRUST Page 9 ! . . ;Continued) oy giving formal written notice:o:he other parties.soec hrng'net'ne our:ose of the notice is to change the parts address all copies of notices or'OreCrosure from ire holder of shy en w-^r^C s eriority over pu this rposesGrantor Deed a of Trotssn it be sent t to o ierder ees address.as shown near the beg.nning Cl•his Deed of •.st informed at all times of Grantor s current address. I MISCELLANEOUS PROVISIONS. The'cilcw'ng miscedareous cro.•s Ora are a part of this Deed of Trust. Amendments. This Deed of Trust. together with any °e•ated =ocuments. constitutes the entire understanding and agrmnt of te parties atte s forth:n this Deed ion of or amendment to his d of shalllle bee effective unless g ven in writingrand tsigned by the party or'rust to or parti s soughtt to be charged or boundt by the alteration Trust al ertion or amendment. Annual Reports. if the Property is used for purposes curer:'an Grantor s residence,Grantor shall furnish to Lender,upon . request. a certified statement of net operating income received 'rom the Property during Grantor s previous fiscal year nil such form and detail as Lender snail reduire. 'Net operating ncome'shall mean all cash receipts from the Property lass au cash expenditures made in connection wren the operation of the PropertyApplicable Law. This Deed of Trust has been delivered . to and ate of Washington. This Deed of Trust shall be governed by and construed r accepted In accordance with he awsln ofthe the SSate of Washinyton. Caption Headings. Caption hesangs.n this Deed o' t'usl tie'or convenience purposes only and are nor to Ce used to interpret or define the provisions of this Deed of Trust. Merger. There shall be no merger of the interest Or estate:rested oy this Deed Of Trust with any other.nterest cr estate•n the Property at any time held by or tor the benefit of Lancer n any"rapacity,without the written consent of Lender Multiple Parties. Ail con gatiors of Grantor under•c.s Deed:r T..sr shall be joint and several,and all references to Grantor snail mean each and every Grantor This means.:at each :f•re oersons signing below is responsible for all obligations in S ' ;2 this Deed cf Trust. - . OSeverabllity. I a court of competent tunsdictiOn finds an+provision of this Deed of Trust to be invalid or unenforceable as to es! any person or circumstance.such finding snail not render:hat orovrsion invalid or unenforceable as to any other persons or C2 circumstances. if feasible. any such offending provision shall be deemed to be modified to be within the limits of r- enforceability or.•.a icliv: however. if the offending cronsion cannot be so modified. it shall be stricken and ail other provisions of this Deed of Trust m as other respects snail remain+aud and enforceable. v r Successors and Assigns. Suolect to the limitations stated•n this Deed-Of Trust on transfer of Grantor s interest,this Deed of IC"r Trust shall be binding upon end inure to the benefit of the carties.their successors and assigns..11 ownership of the Property- ! 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:ndebtedness oyway p''oroearance or extension without releasing Grantor from the 1 obligations of this Ceed of Trust cr iacitity under the Indebtedness Time Is of the Essence. Time is of lne essence in'be cerrcirarce of this Deed of Trust. i Waivers and Consents. Lender snail not oe deemed to have :awed any rights under this Deed of Trust •or under the neiated Documents, .hies,such w airier is in wnt.rg art signed cy Lender. No delay or Omission on the part of Lender,n f exercising any right snail operate as a waiver of such fight or any other right. A waiver by any party of a provision of this I Deed of Trust snail not constitute a waiver of or ore,uaice be parry s right otherwise to demand strict compliance with gist provision or any t>tner provislon No prior waiver py Lendlr,nor any course of dealing between Lender and Grantor,shail constitute a waiver of any cf Lenders rights or any of Grantors obligations as to any future transactions. Whenever consent by Lender is reduired 'his Ceed of Trust. the granting of sucn consent by Lender in any instance shall not constitute continuing consent to suoseduent instances where such consent a required. Waiver of Homestead Exemption. 3rantor'.ereo7•e-eases ar.d waives all rights and benefits of the homestead exemption taws of the State of•:rasnington as to ail'ndeOted.n.ess secdied cv'his Deed of Trust • • • • • • FLED =,.� 1 Ski 71. i • 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 I, C. By: . F E7 SH,Manager LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF L 0(,, rn DANETTE A. BRANDT • I SS COUNTY OF /1 Cif, ) STATE OF WASHINGTON NOTARY—.—PUBLIC On this p� g1` day of ,_ L & . 19 2 7 before m!yffC4t7Eg>!� ba11P tl 4 persona:i/ appeared JEFFREY A.ROUSH,Member of W 19TH LIND Lt .and aa person ly known to me or proved to me Cn the basis of satisfactory evidence to be a member or designated agent of the limited 'iab1ity 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 mat re cr she is authorized •too execute this Deed of Trust and in fact executed:he Deed of Trust ^on behalf of the limited liability company • BY .«tLUVL_ ._�4_ C- 4-ttfr _ /__ Residing at LC�Y_YfO.L"�(]LN� ------ CNotary Public In and for the State of I: c44//f�[Zr••• My commission expires p . ?LQI REQUEST FOR FULL RECONVEYANCE LP To: •rustee ri The undersigned is the legal owner and holder of ail 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 entitled thereto,the rrgnt,title and interest now held by you under the Deed of Trust. Date: _ Beneficiary: By: its: LASER PRO,Reg.u.a.'at.S".M.Jrf„Iv.J.23ic1 r99/cv 'ry$arv4aa,ne.a'I r.J.ra•frx•.ad.WA-OOr sw,,rv.L>rl f I • • i r . ,rt•,jute' 4.1 a. a :.. PUGET' EASEMENT FOR UNDERGROUND ELECTRIC SYSTEM . - --- •'C') POi#'Ec' -- METRO INDUSTRIAL DISTRICT, INCORPORATED, a Washington corporation, ' (-Grantor- herrinl. grants comers and '.warrant. to PUCET SOUND DOtVFR A I.!01fT COMPANY, a Washington air- to poretion(-Cronies"herein'. foe the purposmi hereinafter set forth a perpetual easement under. saou and ever the fol- 1. lowing descried real property(the"Property•herein' King County.Washington. :7 t All of Vacated Blocks 19, 20 and 23, including Vacated streets, f ...( EXCEPT portion for State Highway, and EXCEPT Lots 8 to 10 and f r-1 49 to 51 Block 19, and EXCEPT portion deeded to the City of Renton. , :4 Lots 1 to 16 and Lot 32, Block 6, EXCEPT portion for State Highway. z9 Lots 1 and 32, Block 5. I All located within the Plat of ,C. D. Hillman's Earlington Gardens i Division No. 1 according to Plat recorded in Volume 17 of Plats, page • 74, records of King County, Washington. Located in the Southwest quarter of Section 19, Township 23 North, Range 5 East of W.M. Except as may be otherwise set forth herein Grantee a rights%hail be etrrc'sed upon that portion of the Property(the"Right• i of Way-herein'des ,bed as follows: A Rlghulf•Way_- 1 5 feet In width haavw_____--_ .f.a..Lwai►,•,dtltww.werr.+-•+Fe-een•er- Unedesaibed as follows: I'a r.• .I.. . .,_^`,,j i i ^3 _..-e• :)t'1::M.1 l The north 15 feet of Lots 1 and 32 Block 5. 3( . :i;t,*4 The north 15 feet of Lots 1 and 32 Block 6, ALSO: The east 15 feet of Lots 1 to 16 3lock 5, ALSO: The north 15 feet, northeasterly 15 feet, the east 15 feet. southeasterly 15 feet, and the south 15 feet of the abo"- described Vacated 3locks 19, 20 and 2), including Vacated ; streets, as measured parallel with and at right angles to Southwest 16th Street, East V.11cy Highway, and Southwest 1?t:. Street. (p er')�(,xj ,...,‘...,5) I. Purpose.Cranle.•hall hay.the rent in construe,."rerato,maintain.repair,replace and enlarge an unn.npvund elecirtc transm,aaon an,Vor distribution system 'upon and ,miler .he Right.n(.14ay together with all necessary or convenient sp- , purienan c,.therefor.which may Include hut are not limited to'he following:underground conduits.cable. n,mmunication i I line.:vault•.manholes.Hatch••.and transformers! Ind sem,.h.,r,el or ground mounted facilities.Fsllowfng the initial coo- ',ruction of its faolitles.Crentee may from time to time construct such additional lacllihes as it may require. { 2. Access.Crantee,hall have the neht d access•n the Rightof.•Vay over and araUv the Prop.rr•'In enable grantee to eeer• rise its right•hereunder.nnn,de<L:hat Grantee shad rmmynsat.•Grantor for any damns.'n the Penoer•v eaase.l by'he e•er- asn of tail right of access . '� i 1. Ohitnietlona:Landscaping."note.may from base's 4mc r.•rnn'..'r.r• bath.•i ur,.her',hwtru'''•n, .,thin the Right. t nf.'.V... .unit may nrvel ,nil erode the Rigtit.'LlVas 'n'he••,'rni reason.lhlr nr•ers•a ry'o rare nut'he rnrfvn.•set forth.n .. psragranh t hereof provided.'hat foiinwina any such,work ';ramie.hall n'he"n or'l•easnnahi, nr,c'caole restore.he Righi.,f.Wav to'he rnndihnn .t *11 imenediaieiv ;.rune'n inch ...me Folio...nit'he:n'iadatinn m ';ante.•underlay,ind facilities.Cr,ntn,may',Merlotti. my ordinary,mnrovrmenti in din iands..au,nt of the 11 ehtnl•'w,v aroyn,led!hat no er_ea or •. - Ither t,I,mt• .hail he nisei u ' 'hrn•nn •anion ,. nid ti• one..u m nnahiv ••eenye or imprac:ncil ,or t;nm.••n remove and 1 , rtratOr, f I. Grantor•Cie of Righta(•'•t'av '!,inter •••rl.•• ^.r-sot.., rue die'tiyn:of I.'.r in, ••vrrn..•-•,, -rnnstitent..,in 'he•ieh,s h..,e.n n,ni..i.:rosnrle.t •n.,,•!,1ra.r',null Vt..ton.••••••le-,nnnia.n In..^•.,I.:rit^r ••err ..c",r^on'he lien. e. if-LVav,whirr.•.venel interfere•soh .,,ere••,••f he••cni•vrn•n arin•ed 'hit no i. in .n" (�,-g � , ••h.•r for.,lot run- • ,. y,1 ,rr•.r.,n iv,,.!, n•�1 !ire r- .n .r r re. n,. . •..• ,n ,,v4... Rieril-M•l:ay.sir••nn..ne•r'Is.,,v•in 'il'nsor •,1,1,1 I'"r:':.. nu dim in•,I.iinee in.nl.. ., • ,i..u, -• .i•he Rishi,nl• :•.? .yav S. Indehuury..Is .•.Lepilns and••:ve-inie'"',•isern•n! ;r1n•.•ier•e•',inde,•,n!i'. in.:^n,.l 'iim.•si .:lr•nr from in•. Ind ail claim•for th urtea ands er•:amates sUt lire's cis in•errnn.,nien MI!.be:arse'by"e i;:In:..•..recta,of'fie rten0 Sete,n anti :•rnvided 'nal,tanien snail not ^.e : evis is ter •:a'�iae•'n any retson f .e granted: •innrv,bte•o':nnmr for m. n••: roused 'iv acts,r omissions of :;ranter s •.handnnmrnt -tie•,(sits o.•r•un rr.imr•t • ..1 •,.. . ...tiff -n,• •'. , .,,. . , 1- .•i .,I•: r 1 ., 't!• n .r 1n.•nn.^e•I ^l,l ,. .. i ,, .. ..t 1 .t•'.n i •• ... �r• , •nJ. ,nisi a .-. - _ • • - - _ • Y' ;!for."•• A DATED his T day of /e/•Yr'It/`2ry .ie 82 . ^.t- t ' ice' �T a I . i i GRANTOR R r METRO I`IDUSTRIAL DISTRICT, INCORPORATED, a Washington :Orporation, Ay, 0 STATE OF WASHINGTON 1 j SS COUNTY OF King I I 4 On dill tiny persn npp.•ar.•.1 I.elnre me Paul S. C11aC10 1111 j t t �J / EN under my hunt)and of c seal tits 9 t h ,.( NovC769C J ,to 61 Nolan.Pikile in att;l !Or'he Slat..of Wlashioron. residin)r It c ' •h I p �r STATE OF WASHINCTON I \ _� SS • COUNTY OF I On this day personally appeared he(nre me to me known to lie the individual_desenbed in and who executed the wuhtn and!crewing Instrument. and acknowledged that stoned the same as free and voluntary act and deed fur -he uses and purposes therein mentioned. 111 GIVEN ,order ms•hard and nffitaal 1e111 this .day of .19 . '� .t Notaryhllc:n anti for:he .hale of Washington. P�residing at III STATE OF WASHINCTON I '1; SS It COUNTY OF 1 _ On this due personally appeared hcfore me to me known to he the individual__described in and who executed the enthin and!preening instrument.and acknowled>fed that stoned the same.1% free and voluntary act and deed for•ha toes and purposes !herein mentioned Iri 1:1\F_N and.:r my hand and tt(f:aat seal this day O( . 19 •u1l ':1f1)1RI 'fntary p•.hlic.n Ind 'or -ha State,f'.V nn.neton. ,o„ivic••••tt tit .-I residing _ ..36 Ai 75 71 L I 1 STATE('FtVA..IfiN(,'tt)': ' .11i .x+l ,.;.1.tt CS CORPORATE ACKNOWIEDC'etE.tiT ('.011\.TYOF King On this ?'_.]' •I... d —:j ie".ex 9 32`_ e.nr.• „ .e Indentvned. personadv appeared _21L12.__1�- ' t xrir, :ete.a --_---__--- n ,t.• ..nnwn '•. h.1 ,••n91'en. ricx __-------- :te®OC47PSy. I( ..=2. ._::II1liSiiuAL.DxS.I T 11CDP..PI.:F.Ay=':2— ,e-,,-.•ra•..•n •oat .,ecvtrd the foregoing Instrument. ' unit reitn:nsl.•dt,,,l the 4au1,mm,n.rni••u he the fern Intl•:nl•tn•its Intl,t.•...I-.1..•.I seer.'Inn '••r me vet and ourpMes Iher••n —•.-to.....,, ,.1 -n •..:, -..... t ,..t le'_-1. ___ _ rr••... ••.. t .•t�,• he •aid instrument and !hat 'ne ..At .(1••„t I •ne•nrl••rat.•v•.rt •.( s.tnl r-rletraun:. — -- t -.e. .. - '' r.i •if't�tl r,t ;.rue•, if, r.l .. •a. r .. , „ Wit i---,',,\': • (,,, .� .. _ wale ! �_(� 'rn.nnn �T 3-407 • l MI5 FOR fLYVRD AT�1 S r IFII7 VICITT QTQ UTILITIES 1 1 EASEMENTEMI=lot RA MD TNIS INSTRUMETT, made this 12t61— day of June , 1987; , w by and between Valley Office 'ndustrial Park; a Washington Corporation and _ Equity Valley II Venture; a Colorado General Partnership hereinafter called "Grantor(s)•, and the CITT OF RENTOM, A Municipal Corporation of .1011. King County, Washington, hereinafter called "Grantee". r:k WITALSSETNt ••: . That said Grantor(a) , for and in considerati n of the sin of :;'I• $1,00 (One Dollar and Na/100ths) } paid by Grantee, and other valuable consideration do by these presents, =- -1 grant, bargain, sell, convey, and warrant unto the said Grantee, its •••�v successors and assigns, a non—exclusive easenent for public utilities (Including water and sewer) with necessary appurtenances over, through, • .47 II" across and upon the following described property in Ring County, '.... CO Washington, more particularly described as follows: rl CO1. P1 �-ti".alli rsf3 '�rLbr has 4M N arm+ QasT $g,, s rs f![C- C N SANITARY SEWER EASEMENT DESCRIPTION CO The North 10 feet of Lot 2; ._ The North 10 feet of the West :0 feet of Lot 3: : The West 10 feet of the South 185 feet of Lot 7; •_ ia�. All the above Lots being a part of Walley Office and Industrial Park subdivision No. 2, according to the Short Plat records under the King County Recordir.g 4o. 9507169002; Situate in the City of Renton, County of King, State of .• . Washington. • 87/07,28 f1846 D • • RECD F 7.00 ': • CASHSL *+++7,cv tSI . © m a a c f. n •;+•4i : = o •i '=L >> 9 —a 7. ----_ i- J. ` ti 'a;. :- YV1 ••iir , a „ sr.. r1. y^ +;;�• �`� - Said heretofore mentioned grantee, its successors or assign., ;�,%,7 : • - shall A-eve the right, without prior notice or proceeding at law, at such -r, tines as may be necessaryto enter upon said above described property for r. the purpose of constructing, ■aintalning, repairing, altering or • reconstructing said utilities, or asking 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 till private improvements now or hereafter existing to the right s)-aC-way in compliance with the succeeding paragraph shall not be disturbed or damaged. • The Grantor shall fully use and enjoy the aforedescrlbed 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 struett -es over, under or across the right-of-way during the existence of such utilities. Reflection pools and appurtenant structures will be allowed in over the easement, end 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 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's fees reasonably and actually incurred. (t• Paul S. Chiado, V ce President l u ice t - VALLEY OFFICE & INDUSTRIAL PARK Cbustsel co vAL.if,Y LI Vafil1p.E n CORPORATE FORMt co STALE CE Ii SHINCTON ) ) SS �• COUNTY CE IING ) Ii On this a day of , 1987,.before se, the under.,lgned, a Notary Public in angJfor the-State of Washington, duly commissioned and sworn personally appeared Paul S. Chiado 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 eentioned, and on oath Mated that he aut-v,rized 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 Pvbtl. !n and for the State of L- -� , res!di g at "Y ^o is3lln -x;lres: -% . - "O • S. W. 19th LIND SHC . 1 PLAT CITY Of REND, EAN0LrAEA NO 1MA-Y 2-032-SMPE A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022-88 Car Of lttrl.ya WO RI . 1 .O .ItD_10-140 DEINU A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 19, TWP 23 NORTH, ROE 6 EAST, W.id. • CITY OF RENTON KING COUNTY WASHINGTON 97d109966'4' 1/6/Z3 :,'a t�H r.'L r 9 NUTES DESCt�TIOfi C€CLAFiAT10N CF 8HORT PLAT .,1&IJ.a•'..••✓1 •u....D Ia rK w4!•..4 1 v(l..4 r.l..Sm.4Y w al M r[oi.n uu• _ .•1 r 1.M KIr.1.I. ....WWI W 1 r.u.W.w W1.•1w1 ■41111 r RK c0•R. L.alu• O.rl.CO N 1hO{MN.yg11Ml 01 M urawllD,qyl i K ..r(14 111../.n/r......LI MI.1..••.I....t 1W 10 r M a r,•/r(\Nr..p(1M M 114n w.1 L.... ••....f 4 nl 1•.0.4:MALMO nod W.Woo r •WWI WI am•MrOr •(MM.rq)•."'" 1..4.4 Y1.1 a.w. 111•.r..1 • ;.• L.A.A.a•I to..1 r 1 W. ..4 rW 4. r.I t.J }.A n• 1 .af.•4.IY...l•r411K .i.nuA n t r,fn..l I.n rc..•ar1(w .....4 UI.4 •..1.a.•. 14.w• Sag. n Ilta 1,, . 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VAS `• DECLARATION OF COVENANT .• .401 .ILA (•:1.I holt Pawn an w•.1:1 I__ 1 W// `•.•r.•1•f••..to..• - •. .( :l I•r1 n• -_.- ( M 0+••r .{...0lib)s .t.,Au w,r 1•r.ra•l...••.✓..1.A.4 141..µ... t•(rrinl q.c(1C.( 1.1 w••t 11f1 I•a..NN r so l' .,I.,,,„....- ,,•........a Y..I n✓r.1 W1/ • 4.u,.r1 1•110E*0 1W N.µ•1.t11 v•N r. r • .•n0 U.„,Irl S t4. t ..(.nobw,.n rl a N 1441.0•v war I4t►q ti rya••nA.•rlao • ,'I 1•Ir.n'ia. .•••••1••.ro..wW.1 • we• 1•.•1 rY rr N lr.YDtr M y,CMIerU ►4(P•r.t .� N• I .....Iv. .r.11.`u..110 a .•.0 41•• 1`__ ____ TT.� _ ___ - � ......•I 1.a Wn.•rw L. .IVIIID _.Y t?41. E .l� ji(�I.r .._.. ^i.:. .. i.i i1.. .f Li..rar.,a.w t.. \t a•WWIann.rf •L1 p APPf1UVALED �t•l a7�tt J.�1; .w. Pi Row:t u t./n / a..wn f/ 1 .,I ...r.... ...I. i . ,•., , r.. „w a. .1.• XMw wM..11•WA.. r ^..t r4./...w,➢•••.1_ 4 Wyly •D i.�l • ....•n•,.�,+ ...., VI 1.r r.. .. I yu 0. t•4. .4 .Y 1 ... r1.1 : p..•,Lw. r "I 0/1 ••.11 I 4 aA.Y r•All.r 1..:1.,4:1 y") 1�fA�y ...I•.on..• ...s 1,.I•1..1...a 4 A•..1 L I.A.Iu 1.1/11,1 1'?,rti 41�•gf.t +' _ ••,.. .. ~ . ...iI.,✓..vwr'...•.. 411 4 r.1.I•rw.A. .yl I q....., U /nal(u4.1 I ...A.to:tot ..a ... .. .•..,•., .., It0. lie rYil RUG r GK } •Ul.a/./1 La..•D...�a.m....7a14 D.l .. .IZ j a off` 02L1[V/ LiL rprn,L (;1iL r.i OVERALL BOUNDARY CONTROL PLAN •-4 v.1413. ANDSHEET INDEX J -1-1-1.! .. .'1.e., ./. .11-•r a 1 111 a 11 lu i. ;•II I L,\IJII ',IIk41 1tu�''f t l l<III II All �.'� II,AL,.p r NI' �,,,,_. •a 0.17. It1:11 /11111 A.I1111t ,1111111 hw • "y•�. _ '" ry'r r. J..... y 1 r 0 rIN1. NA yU111: Odf 0/:)/Y! Mi..w�.7vwV4AEC. le. T 7)M,110E. n u '.III •--- Jh/.7�.1•'JL•J.. . 0 /� _1b ,J�(• �- (•:,►:S1 1.: : _u _ .u. A.W. W1►UI10,LLC.�GY, 1r/ 1 L 1 121 /` c - 'l4Y (W.I..,l tl/:I: I,A Marl/ .t 11p11 FIRST AVE. M EUiE 600 // J' rr I:.1nf� fin. L J d- AEAIILE, WAillfllAlOM IAWI �I /s^I AL� .r�•r,- .raAG Yf Dq ,•; .• II..•.IW.1.. I..Ir . .. I ,�..1:w4..r1 r1• u'1tww.GA.10. Imo w1...•:. t -'M.,saw. IR.➢1,4...1 r1N :1M•111) ^1.4,1w _- ` `aYr�Y�J •l • Dn.•.,1•Q1 COUNTY WATNl4fw Iu1 4 S.W. 19th LIND SH .T PLAT sw N1./.1ui. (Mw . NO. WA-9)-032-%Pi ilrr r ;Alr >•• A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022-85 un or illwlu,I.UO KCWW ...2 Lodi-Jo-Jw BEING A PORTION OF THE NE 1/4 OF THE 8W 1/4 OF SEC. 19, TWP 23 NORTH, ROE 6 EAST, W.U. , `a ..11 �� CITY OF RENTON KING COUNTY 1 WASHINGTON -t l I - 4u I / 1.4.r :lT h CW.: w N.MI,uI NI / ( A o7s N . t Je 1 W w\o LIND AVENUE S.W. on d'3K/NroN I .&LtNI W leas wll N.I Ci1ui(11/Ie/I7) s or7J lr ■ Izoe w'(YWI ,,NUN) l ' i0.AS!OfSic r/IltliCi. W C•>.is M Wit 6[Nf UI 7U•)e' ■ 1707/e'�i NVr).,, G___ 006 N CXCU iv bi U6' _ .. ._. _ INILI)1C?t)M(1%11/Il� i • 15 C11,Ca NI1.1(JN - ___---- --..----..—_ ) - _._ -__ ' f.'.tS Ulllh 1.M (wI HA -i-- 1•u.1 101.7u)6'. 1 11 W' )tl7 U 1 . - - IS/zr- - - w6oe 7)or, Isles• IBCC - — . •' __ \N 1Y.',C uI'T I 1i ::ut N11. '. Nlw i(IY '11i Iiillll (AS(NNI- --- -I^ r sae.lV) —.4 :{ ( ll Nutt e. S.I.ll I) tdf' -)' PAC-IC i10■ 1 y r l.0(Mt110U0 n"1()CO\.iui..Up.4 I Jl OI• - .- _ 10J 27' \ _ CA.Sta(MT Nll KC N0 l0l'70-s�i.. -- -- a-- �4.ow 1 7902141116 I 170ric , ,004, I 11 Vz_4, I Ie•a I I lelo ] vyo1I A L I 17 A I '• I I 1:) I t;. I C1 i .1 " LOT 3 LOT 2 x LOT 1 I i i • AREA - 65,823 S F AREA - 65.802 SF. AAREA — 64,510 8F. ,_ L1� -. 151 ACHES 151 AGES tqg ACRES I c �J •',; ; Y 7 I - ►- I- 1 .1. L g 141 0 ci VIl I t I • t; :, •.ic::1:, :': ;::'.. .•. • I „: 1'1R.11 y.,r.0 NmH / I 6 1lr•,il I.)1 NI NI Pik I M, r.V 0711110),, ; W IO' UI I WW1' (A)lIC NN MI - M(C W /70/261016 I U. \II\ KINK..- U NCPCtO W NtC W , I1111 UM tKl NM e610.1116I4 I 11 VU 1 M(C NU 11t1Qi.lu0 I ; . . IoI Ii I . Iel IS - .. .. -.._ .---- ----- . T - -- 1 •s c.n 1 7i N --rb lay n ' --. - - -s61sr 1 . 1 ....... SEE SHEET 3 I I 1'.11•w 1 g./. Y,MNM+.1 NI .. .;.t:::�i'::::�.: w\IW • ...1. 1.1...I,1 I'. •:1 i I./ I, I".I 1-t.II I.I IIIII �1�lllll u.- Y . ' t« • Li s t.K- e1n/IIJ M�✓<yw 1,4 aEC ITT T 2,,, Rat, W u • I II 1.1 .y 'd IM • Z (...,.):".1 t.::: �-�� +- a W. 1e111 WID.ILC. 2 t .4 4.•. I ni., p )wo►waT AVE 14 AWE 6op ,,�J1n1i� ,r ...6V.� LEATTLE, WAa11wpTW( a11C1 I:f i 1,�0 ♦ 1r.N IN..1J11,+.. IN.l./t 4•wn• e o. Ye Kwp COUNTY-. __.._____ _.______ ♦ t,,.'••„,� WA3Jw1CIW1 S.W. 19th LIND SHLiriT PLAT on. OF RENION LAND uSi .A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022.86 Id11L Carr OF MERIN UK.RECORD NO END 70.700 BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 19, TWP 23 NORTH,,ROE 6 EAST, W.M. " re 1.0•011•1er CITY OF RENTON KING COUNTY WASHIHOTON . 1 4,, Iwo I ve uw)5 L..., .; KA,. 1�✓l0 1 1 ...A.. :11 w(;... Mr......1,w"' SEE SHEET 2 (.'.1 u-4, • • I la I E/ CAI.u 1' LOT LOT 2 I1 LOT 1 `'{I L ---' te/1/;—-'— I Ie71e S00.11.25-11/• Sb157' '—� I —71 Gh OF RE..101. .— E) uluh (ASEIA 1.11 ►tR R(C mo 4141Q1041, I I • . ,) 15.waq,,.�1 a •l r l•X w(wi.IR . r,• 10'u.Ufi(AYYEN Alit/ .7,I )u1/) \ v. • .ER RIC n0 U077.1►.4 011103.ICU ` �- r RIRACI0 00 WC.I.o R E•O A E 1.,., y 1�I LOT4 E () • AREA - 119,350 SF. !- ' Y 2.74 ACRES L.i 3 t. t IL (A:l.Lwl (I4( hull I 5.4.11 11 Ill •'X 5 Oa/15 t 50,5P -- 0 is 3 I LOT5 u) i AREA - ri8,603 8F. r: 2 72 ACRES • 1 (I . . •E i.J I •1 n' 1:.:...; .,. _;;OR Pt A T :;:l '-f.1" 0 _.O 72'CITY d 1/k1a0.1 1 --,t■55 Ew...,..ACCESS Lakin' U utw, 11 1 V1 IA..I.l Al (5/f w.,iE., RC 1Q �1n r`---- --- I . . — ' •— 1 eY----------• E•E.-.11.01A! j —.15w I. LOT 9 I LOT 8 I LOT 7 I LOT 6 SEE SF EET 4 r... ' )'4 1YV..i or', 11; Y.w,n Wf• ,I I w 1...k .1 Y•.MaR0I .7:r R.:.j,:":Z•Iii , 1 N�^ '. �,aJ. , !'.1 Uo: ) . I r lL CN.0 ,..4 t� Nq .,111..1.1•w 11,,i1,/7) Yl 11 I 1 4'r• �.� �S Ibll� ib.l, Aa r.11E ;IWIn I',.r NE 1/4 ir( ll4 &EC. 11, 1 7:N 115E, W 11 ,%� mP r'JU �Z .t1.1. MA'�nof: ;au einJi7 1:.,(..� ,III (4:,)!.l' 0•:1! xwl i.W. Wtll LAD,LLC. 3 . .. R _ - (4:i1:,1 tl/0: IA. O(UTeH .0. 7). `,. `. !, IWI fWif AVE M lUllE/00 O ) • Y'-rr r • '\'11'ap 11 `: I�1 r,.a I..owllw.w, 14.0,t N.w.w.. Al. 60.5 &FA11LE-MAUUNUIUM 11110i 1II ...W.I.., 1....,.......4w1V '.1w.1.1) ......I,y ___—.. 4 Iw.. ,,., KIND COUNTY Y(ADIIINQ TUN S. W. 19th LIND SHL. iT PLAT CITY OF RENTON LAND USE A. ---...\ NO. LUA-97-032-6.4pL Nearie 1.4110r., los.-- A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT PLAT NO. 022-86 cer of*Lwow L22.•)&Cully..e.i ±,... BEING A PORTION OF THE NE 1/4 OF THE SW 1/4 OF BEC. 19, TWP 23 NORTH, ROE 6 EAST, W.M. ire spa IIIMMI11111117 CITY OF RENTON KING COUNTY WASHINGTON - 4(1 1707c1J100‘• / (...•.1":).A2'5N C. I:11*.t 1.11C.44"(l U 141th.tilk,e4(11/14/Vi) SEE SI-EET 3 ., , l' 1 I ,,,,r, ,,, poi I LOT 5 ,70.--1 Jr Lc':wic" NYC ..3 liglf/iC1.1jA_ 1 • 1 I . _ .6_._umn.....i_ • 54 5 75. 1 I I 4-- -I.• - t4o sr •.t. • 1 ... X - - - •1:, 1,....../I SOu..0 Poet N 1 CT 3 6 L....1.1 IAS(Wwl PI R : Ml, •U 02111/uM R.:.N...C',. . r._•:1 it. i', AT ;',22-Eit-• • 1.1) I 5. 4, ,.. , C2 Ca ...., 4 () §: -, c 1 i- •1 • z . .L. •( : P,1 • •:. ii... .l, . r LOT 9 LOT 8 LOT 7 LOT 6 .- ()c•:: _:c) ) I AHEA - 48,511SE AREA - 49,926 SF. AREA - 49,926 SF. AREA - 48,90.4 SF. -- 4.1 ^. • ,:, 111 ACRES 1.15 ACRES 115 ACRES 112 ACRES •- i•5 U) c 1 I CC . I,•e. ... ..... a...., . 8. 8 ••i 1 II WI I I 17_51 j 3)4661'0w 7 _ ,........ • . (,,,,, . ..ine \ ' -rd. IV v_. WNW...CCM ..".., . 25 Ou' li u., , it,' Pucci SOuND No202 \, , I MI...l NI ••• LIGHT CASLIALNI PLII1 (Mt KM 11. 4 4;.7, REc be a2i1170375 h • li • Sul LI I) 8 --•.,.. 1.4,..•.• .I. . . ., .) : 4 r.t1 1., , .4110)*/.......„......... . 137 eV •_ 11 1.1,-,5 • • - 1.i OW • - 14100' '. UtY.•./Yl• L 11 I? 41 - I - et v. :4 EAST VALLEY FRONTAC,F ROAD I . 1 . ...._.. . ,,..• , , . lo....1 Iv', IN, ....A. ;41 . 1.,4, IN Ia....YIN( ,...7-7 ..1117(r.,.,n e I• 1 0.: .., . I U• • (4 (All 4 *-1 vaill OIIA ....--,-...._....._.......—Th .,. will/. I I.•• I.,../ ,./ If 44 :...7471 ck Li 1b115 /.721.2 AvititA 1,utilli ,.....,Or NE 1/4 SW VA SEC. It T 1324 &OE •u GN t A ) : I :'• r .c.c• ,I la. N.A 'AO): C,2t/17 1.-...4-Ciiii-----,•-----:_--____L__-___- i I I ,,...i__.__._.,_._._ la TT L. nyw um 6,I0I ' : fil ; • 412 i (4e.):!...1 l.::: LI: 7 wilITAI-Lo:. 4 /t( (4:•.):51 8/O: IAA 040213 lv- , MS MET AVEwl N. Still GOO '• ‘.1,2,602,.1 •,, - . cue, (;I • t I.• I...It... lAt.II Ve.e..... ,s ...,41,,s, 111.....a.41.41, i 1 nnui..1.• ,, ., ,tr .. vn • IIINO COUNTY 4 VIA3HINth UN • S. W. 19th LIND SHORT PLAT A SHORT PLAT SUBDIVISION OF LOTS 2 AND 3, CITY OF RENTON SHORT P. 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 DESCF*'Tl* * I A r1C10 7ruvrsE UTUIPIf A Sono., SET-A COA191ED 0JCTAOIaC LOTS 2 A.p 1 O! OTT Or R3•*o11 943RT ALAI •a 022-al. RELOFO<D u•COr r(CC JTE RT114 WV:WA O6TA*CE wEASTARPC 147D1 RAS tL.tYt.>•' 6i r0. 65071 M002. Awoloa 0r Ibfc CDAm. MS7rGTOa ►OProamo To ESTAAUSN RE RC AR761r 9fTKD( 7K CDNrIOLK .03.A.A.C.rtAnom As SAAEa.. =SIRES Cr rM ra,AE ri A EiCCEIXD TNOSE SPECIFIED It RAC 112-150-O90 2 A RECORD Cr A.Rb(Y MO NRED 9r 045 J(TYI 490 REC1J1d7m M '1111AE 91 Or SWAYS AT PACES 165 AAC 165A LAW RECC13r.G 11Aa901 11302069001 S RC BASES F011 r. wooer COf10RA70.1 AS �Ctt y •E)fTTj1 YO1l1.iENr 1p f 1115 940•01 OM R6 S1.OR1 PLO. R7LR TO r.wJ AWAY MLR COPP(LTE / rip I-3ME BRASS cm ./ Pl)E.J. HOraME?1W10M OETA& fir x, RE Hd1A ENTS 7CR10.EAR R( r:TP3• SL1 M C ASS M i ./ rural STREET MTEI[4ClU4S 400 TER KU,OC.f3RES 10 :3E ,C1LYl / W - NO TiR..C-. NILRYCro . CASE oar M I• (. O CALL-7 rOLAO '.) :ET \ M'Ufi(LIAA. (11/11(2) 3. LOTS I INVICI110I A. MOJA[. ( T.W9t LOT . Cf SrCRT RAJ AO. 027-Po) / \l MIL 51.1B(R To Of017 Rf Cf :RE OTT Or .E/F70N YMS TO •ECI'SSART SLOPES FOR CUTS MO FLLS FCR L10 AAE34E S• !67TN AA(}C( SOJiH) AS GRAI11ID BY P6TPL1430 RLORDED U1001 REOOIORG IC..HR 31202160.3.12 RE /6TAIAEXT OD NOT STA7L A SPE COY LOCH r1ON AKRE \ r3E 01 5E R7TT HAY 9( EJtD \ 4 LOTS S 71R10U l 9. IN L5MT._ ,EIS111G .,0T 3 Cr :NM RAF b 022-65) „• ; :C' t \ ARE SUBJECT r0nitn R3041 CItE 011 7r REMON '0 WI.L •1:CT11AR- R•£:'3: aC17' P.A- .= - 3-55 Rcai ' CF' P' ":.A- ' -43 SLOPES ICR CCITT A.D FILLS FOR EAST 'PALEY FICAOA(Y ROAO AS GRANTED BY MSTAIAE31T RECORDED ACER RECyiYt AA.AHR ISM 160.3.51E DE 85-1R J 4T JO JOT STATE A SPECIFY LOC.ArOm NETIE 71C2 WOOS wT BE ETID S C1E GAS35 Or BEARNAGT TOR R6 SAW! 5 wO 19y/9 I. AS REPORTED Tr i E _ r C CITY Or RD(i0. T 1 :A*4C/ i a10 a •L K' SA-55 Cl I.OICICI(TAL PO'SlTROM K CM 1R}1A10(f Ap Ir9S, TFPOI 5 A FU7 DI MCC a &CC 4 BRASS 06C •1T11 A PlICH Nis[ ON A C.C IY03IEIL POST I404-1400 .� ;I •' E OO•I 0 AS .EET so CAST RON 11 04..4•711 USE AT RE G:Y6NX7W T : Si WORSE Cryan Or S71 I AN, STREET Ap LRO .TOLE Ss RE posts of A BEAIRIGS 5 Ti( 'ACME BEARIA NT1CD1 OT1 1DIlAE1(T .O 1695 ,4.. - I 7 Np CITY 1101�AJC)AT •10 1551 .04 5 A 3\f 9RASS PUF M A S - ----------- --.- -- ,-Air • 110MC ANT CASE Al 'it COAT T8,.r7(D MT875cr0N Jr Sr :3.• SI YEL ,yL Q. :' _ A.0 L)O ..0“ Sr nit BFARP.G 5 .O.TR1 0T23T1Q EAST. • _ < g I _ I RC A49S Cl AERTICA1 OAM1 FOR T76 SCAN Y IS TWO 1961 A5 O : R�R (�1 �.{- A • LOT B f I - REPOORIED IRE NC CITY Cl REMd' T(r)'••M. SON•CES CF.617.1 RE 5 L j� -i .-__- ;I > BOOA ,Mist S OTT I404 O4T 'O 1695E Der-RECO M ACTS 5 ABP'E O .:7 _ Ti'E EIPMFON 5 :]JO (ELT (7 6.3A AETFJS 3 >< `, _ ._--_ WI 7 7 AOOIES Or S13 rt1 IC7EC 1 (A ID S RECAIR Br ICI 58.17:931 AC -.E �.' 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City Clerk's Office City of Renton 200 Mill Avenue South Renton, WA 98055-2189 Title: UTILITIES EASEMENT Property Tax Parcel Number: 3340-10-3325-07 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: Additional reference 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 Grantee(s): 3,-, • 1. City of Renton. a Municipal Corporation LL(U �-?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 properry now located at: Additional legal is on page 4 of document. (Abbreviated legal Jescripaon MUST go here.) LEGAL DESCRIPTION: Legal description of property as subject to easement described on pate -t 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. �_.. . 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 I--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 coverer' 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 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 sen' nt: or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the casement by the Grantee: or c. Develop. landscape,or beautify the casement area in any way which wo'dd reasonably increase he costs :o the Grantee of restoring the casement area and any private improvements :herein. d. Dig, tunnel or perform other forms of construction activities on the prooerry which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger he lateral support facilities. e. Blast within fifteen 0.15) feet of:he 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 :hat 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 4 day of "-N .0 1997 yd/ vIt vce P;e9TA 95E7' CN-re AlAvArgese_ i INDIVIDUAL. FORM OF.4C.X.VOWLEDG.VIE.VT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactor: evidence than signed this instrument and acknowledged :t to be his;herthetr free aria 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.4TIVE FORM OF.4CKVO 4' EDGME.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:they was,were authorized to execute the instrument and acknowledged it as the and T. of to be the free and voluntary act of such n party:parties for the uses and purposes mentioned in this instrument. In Notary Public in and for the State of Washington Notary (Print) My appointment expires: J Dated: CORPORATE FORM OF.ACKVOWLEDGME.\T Notary Seal mast be within box STATE OF WASHINGTON ) SS. COUNTY OF KING ) I certify that I know or have satisfactory evidence that i i i i i an L. Sc:i i a tterhs-c!< signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the 'lice Preside^: and i s:ric: "ananer of be -ILIS' Co...:?^'/ to be the free and voluntary act of such part for the uses and purposes mentioned?in the instrument. -s Alt/4 V k..T,;__ _ :--- JL. 6/25/97 t' v . �<«,• Signature .:f Notary Public Dated : •�♦M 0 0 Z ?3 _r cia 2 . Fink t 0, w : • t P':tit Name )f Notar: Public t 0"\ 40 tic 4, Acpoinu;tent Expires: -_ _ • e . - - SktM ' EXHIBIT 'A' LEGAL DESCRIPTION (,Must be stamped by a P.E. or 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.Nf., 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: Line No. 2 A strip of land. 22 feet in width. 17 feet West and 5 feet East of the following described line: 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 d 3, the Westerly line being Line 1 described above and the Easterly line being Line 2 described above. -; 0,, i„.. • N 7 EXPIRES WV° MAP EXHIBIT • IR .", . 70_-05 I 1':'. . si^R' ?�..�' �.�-65 � II Q I r I r --1a O NO SCALE ; 1 w i 1 UNE3 Ex. SLOG. EX. °AEG. (7 IL ----J L J N89'3755 7 209.18' 209.18' 1 N89':6'J3` 07 ^ '. W n . LOT I I 1 1 ^_L`T S. j —I« I I `°a5.;; N00 t 152' 22' --. 561.52' — 1 LOT O N LOT 2 1 LOT 3 a RENTON SHORT PLAT 022-85 TON SNORT PLAT 022-85 I x = I LOT 2 1 LOT 4 LOT 5 %UNE 2 j LOT 8 • .. UNE 1 1 ---11' 1T--i �'� m LOTS 11T 1 22 �-- Lot 9 1 1 z 1 s.1 B 209 84' j i o 5 59'48'25' E \ _ O ii T.P.0.9. \r.P.o.a. UNE 1 S.W. 197}.{ 11 I UNE 2 P� DF VI ASH1y • `% o • l s �}`j E � Iri'�I/ 1 ,p 21467 0 _`" ♦ a EXPIRES O8-04-98 ilktwwwweampeeee-daremareemerraiwil 2! Job .Number SCaie: Q,G►H-4VS, 18215 /2ND AVENUE SCUTH .., ecu tr KENT, WA ?EC-.:2_ 6045 �cn,cntc 0Z (425)251 —^222 L7,.cked Mari N/A 7 (42E)251 —37 2 =�;( U Pcce 2 +oc'creed MQ i Jer':C1 �4 �c, :,L =4 :NE_GNU. '_1:+0 D'1NNING. rye, _ + ' ,�o J W'-!=Y 2ECORCEJ RETLRN TO: OfEce cf:he City Cerk Renton Municipal 3uJding 200 Mill Avenue South Renton,WA 98055 Docu.ant Titia (s) . (or transactions contained therein) 1. DECORATION OF RBSTR.ICTIVZ COV32A.`i73 2. "'• First c r i cai T i t l c) 3 . 1�T A- S ` Aa . • � I rsa�'I-sic c Garparry4 . Ra_`a=enCe N�:..ber (s) of Zroe-.....etn=� spa:cam—.�rad � .�'"\j t3 or z©:eaed: 50-3 -5 • �• t_ .st Additional numbers or. cage of d numberscc;ut:e ... : space for ;!;Sr cocrary se or+.ty) e'; Ora..:tor(s) : (Last :a:-e f__3:, then fira: C name- and init.alsl 1. a? AUS'TIN COMPANY (DECLARANT: 2. T 3 . 4. 5. _ Additional names c- page o: dccu..e_._ Grantees): (Las_ name first , then first name' and 'initials) 1. 2. 3. 4. 5. _ Additional names o: pace of dcc.:.:.e:_ Abbreviated Legal Description as follows: (i .e . '_ct/`.'-oc)c/oLat. o: 5ectioa/=ownship/ra nge/quarter/q.:a_ter) :9 - 23N - 5E, NE 5W Complete legal description is on page 7 of doc_.:.en: Ansensoe a Property Tax Parcel/Account yt...ti.,er(s) : 334040-3325-07 AN 324C:40-3330-C7 DECLARATION OF RESTRICTIVE COVENANTS LIND CORPORATE PARK THIS DECLARATION OF RESTRICTIVE COVENANTS is made this .2 G day of ru H , 1997, by THE AUSTIN COMPANY, an. Ohio corporation "Declarant"). The recitals which followincorporate the definitions set forth in Article I of this Declaration. RECITALS: A. Declarant :s the Owner of the Lots ccrr.pr•s:r.g the Shcr. Ps'at. B. It is the :ntention of Declarant to `Lrrer :he rplemertat`cn of:he Short Plat by means of the covenants, conditions, and restrictions set fcrh r this Declaration. Said covenants, conditions, arc restrictions are .nter.ded to be common to all of:ne Lots -esuit:ng .jr,cer :he Short Pat and to enhance art protect the value and development potential of ail such Lots to their min12i oenefit. ARTICLE 1 Definitions Unless the context other,vise scec:fies or recLires, the ter--.s defined ,n this Article I snail, as used :n this Declaration, have the meanings herein set for.;^: 1.1 Affiliate. The term 'Affiliate' means. .vith respect to any Person, (i) any Person ▪ directly or ;ndirectly controlling, controlled oy. or urcer common control ..vith such Person, (ii) any ?erscn owning or controlling fifty percent (50%) or more of :he outstancing voting nterests of such Person, (iii) • any officer, director, or general par.her 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 definitiQn,.the term "controls." "is controlled by," or "is urcer common control with' snail mean the possession, direct or ,ncirect, of :he power to direct or cause the direction of the management and polices of a person or entity, whether through the ownership of voting sec:r:ties, by contract or other,vise. 1.2 Continental. The term "Ccr::rertai" Tears Continental Mills. Inc.. a'Nasrirg:cr corporation. 1.3 Declaration. The term 'Dec:an.:cn sra1I mean this Declarat'.er. of �.es:.tic:five Covenants. as t may from. time to time oe erercec or sLocierer:ec. 1.4 East Parcel. C cilec::•.e!• _:ts :. - 3 :rc 1.5 Lot. he term _ :" sra l —ear sr., :re :r the areas of the Suc!eo: ,cer- deoic:ec as Lots ' thrCugn _ :n the Shcr P'a:. .. ever: re Shc: -'fiat s amerce: to :he effect that any of such Lots are ocmc' :. the tern o' "ea :he area so or-�Tec. 1.6 Middle Parcel. Collect:'e.; Lets 4 arC 1.7 Occupant. The term "Cccuoart" snail mean a 'essee or licensee of an C.•..,er, or any other person or entity other than an Owner r awful possession of a Lot with :he permission v .,:e Owner. 1.8 Owner. The term 'Cwner' small 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 othersecurity 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, pannersn!p (general or limited), corporation, trust, limited liability company or other entity. 1.11 Project. The term "Project" snail :,e synonymous with the term "subjec: property' and shall mean the real property described on Exr.:bit a annexed hereto, cr hereafter made subject to this Declaration. 1.12 Short Plat. The :er-m "Sher, ?'at" means the segregation aperoved by the C;tv of Renton. Washington as Short Plat No. 97-032 and recorder .n Volume //6. of Surveys, pages 7,1,03 , records of King County, Wasr!ngten, arc reccrced under Kng County Recording No. 9707099006 1.13 Subject Property. The:er-+."subject prcoer/"snail oe synonymous with :he term "Project". 1.14 West Parcel. Coilec:ive!y. Lots 1. 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 permittjrg 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 ccrtiguous !ardscaoe buffer is establisred alcrg the north property :ire of :he P.-oleo: from L.rd Avenue SW to East Valley Frontage Road to provide a buffer between the Project arc existing oarx:rg on adjacent properties to the ncrh. The buffer areas snail be tee berm a minimum of everts C1 cores h!gn from. top of curbs as dee:cted or Exr.!b!t D annexed hereto. 2.3 Perimeter Streetscaoe Zone. - -`;per 'cot lancscace oLffer along occ,:c streets - L.r.d Avenue SW. SW '9tt;; Street arcEast 'lai!ev _ •crtz a Road. s estaoiisred. The area snail be sec oer•m with a T!r:rr.um thin•/ •3C' rc7: :co Dunn at cevetearer: evei as dec:c:ec on Exhibit E annexed ^ere c. except at entry :cir:5 c i.:e .res are -.aoudad Per of Renton standares. 2.4 Landscape Material. Ail areas cer:ifec r :`-.s Sec:;cn 2 snail be planted with trees a minimum of thirty ..3C) feet C.C. and 3 .min- ,r- :a:i;,er :,f .vc and ore-naif .2;=) riches. Trees should be uniform in appearance and pattern. City 3f Renton's Lar.dscace Criteria shall be met at a minimum. 2.5 Irrigation Required. The lancscaplr.g areas described .n this-Article 2 are to be automatically irrigated providing one hundred percent (100%) irrigation coverage. Installation and maintenance responsibility shall be (i) that of the Cwner of :he Lot :o wricri such area(s) are adjacent with respect to the areas described ;n 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 ;n Secten 2.1 which, separates the Middle Parcel and the East Parcel ARTICLE 3 Project Signage 3.1 Locations. An easerrer.: 'or 'rstaiiat:cr aro :on:irued. maintenance of monument sigrage .dentirjir,g the Project s estamisrec n :he two _: areas described as :he 'Nest Signage Area" and :he "East Signage Area" on Exhibit 3 annexed hereto 3.2 West Signage Area. The Tcr.umen: rstailec .v.t~!r, the 'Nest Sigrage Area ("Nest Monument") snail satisfy :he criteria sr.cwn. 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 7) long as Continentai or an Affiliate(s) of Continental are the ace occupants of all improvements constructed and installed on the West Parcel, the Owner of :he 'Nest Parcel shall nave :he r:gnt to designate the names of the Project Cccupnants :and/or :heir :rmari brand names) displayed on the 'Nest Monument. 3.2.2 Other Occupant(s). Curing any pence :hat any Person other than Continental or an Affiliate(s) of Continentai occupies ail or a portion of the improvements constructed and installed on the West Parcel, the Owner of:he Micdle ParCelshall have the right to designate the names of two (2) Project Occupants to be disoiavec on the `Nest Monument 'r addition to the name(s) of the Occupant(s) of the West Parcel. 3.2.3 Construction, Maintenance and Repair. The costs of constructing, maintain„r.c and repairing :re 'Nest Mcr:ur:ert spa:, se oa+c cy :r.e C.vrer of :re Miccle Farce:. 3.3 East Signage Area. The monument rs:ailed •Nithir. the East Signace Area iTE.as: Monument") shall satisfy :he criteria shown on Exnibit G, arc snail .certify :he P•oiect by the name 'Lind Corporate Park". The Owner of :he Midcle Lot -gas :he -oh: :c :;splay :he ,arees of '.'No 2) "Occupants of the Midcle Parcel. The East Mcr;.71ent 's for :he oer'eft :f :he Owner and Occucants of :he Miccle Parcel. arc sr1a11 -c: oe _sec :.s_.ay .re _arte :r s;.s;. ess .__.....c-s of :he 2.vner or 2c:...ear: of ,a East Parcal. 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 amnng 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 64.510 Lot 2 65,8C2 Lot 3 65.323 Lot 4 119.359 Lot 5 118,5C3 Lot 5 48.92- Lot 7 48,925 Lot 3 49.925 Lot 9 48.5 t t ARTICLE 5 Miscellaneous • 5.1 Duration. These covenants snail run wiin the 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 the pares that this Declaration shall be strictly limited to and for the purposes herein expressed. 5.3 Enforcement by City of Renton. Pry violation or breach of these restrictive covenants may be enforced by proper 'egal procedures n the Sucenor Cour: of King County by either the City of Renton or any Cwner. IN WITNESS WHEREOF. :,ec:arart 72s CE_sec :h:s :ec.ar.::cn :o de exec::teC as of:re day and year `rst above wntten. DECLARANT: THE AUSTIN COMPANY, an Ohio corporation • //11//zit,,77/04e ay. Its: Wee .t (P )7 PfST 1cr f1, i.%4(T&S STATE OF WASHING T Oil ) ss. COUNTY OF KING ) I certify that I know or ha. , sarsfac:cri evidence that the person appearing before me and making this acknowledgment :s the person .vnose :rue signature aooears or this document. On this 25 t,h day cf ,June , 1997, before me personally apoearec Schl a t,erteck to me xrcwn to be the '!P 1 : . 'itgr_ of THE AUSTIN COMPANY, the corporation that executed' :he within and foregoing rstr..ment. and acknowledged the said instrument to be the free and voiuntary act and deed of said corporation. for :he uses and purposes therein mentioned, and on oath stated :hat ^eisne was authorized :o execute said nstrument and :hat :he seal affixed, if any, is the corporate seal of said ccrcoraticn. WITNESS my nano arc official seal lereto affixes :he cay and year first above wntten. • F , Notary Pudic •n arc for the State of 'dr , residing at Ren'.bn My commission expires: 3-1-01 y v HQ?. Patricia J. Fink T A 1.r�t� A [Type or P•,n: Notary Namej i T tl GOC i C f-01 4 4 4 , \p�� �.ie Thu _oY[ 7f`•oufl31 JCL JIYTLI EXHIBIT A DESCRIPTION OF PROJECT Lots 1 through 9 of City of Renton Short Plat No. 97-032 and recorded in Volume J/S of Surreys, pages ;4.3 , records of King County, Washington, and recorded under King County Recording No. q�070/9Gb6 • L7 L7 .0 V J Q L� EXHIBIT E DESCRIPTION CF 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 Sheri 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 502.14 feet to a — :- tangent curve concave to the East having a radius of 55.00 feet; THENCE Southeasterly along said curve and said West 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 576 11' 37", an arc distance of 54.90 feet; THENCE North 01° 20' 36' East, 37.61 feet; THENCE North 894 48' 35' West, 37.61 feet to the TRUE POINT OF BEGINNING. .rd • 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. CS07169002, 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 00° 22' 41' East along the East line of said Lot 2, a distance of 513.77 feet to a tangent curie concave to the West having a radius of 95.00 feet; THENCE Southwesterly along said curie through a centrei angle of 1 6' 23' 43", an arc distance or 1 5.74 feet to the TRUE POINT OF BEGINNING; THENCE CONTINUING Southwesterly along said drip arc said East line of Lot 2 through a centre angle of 57' 46' 42", an arc distance of 55.46 feet; THENCE North 00' 22' 41 ' West, 37.77 feet; THENCE South 39' 43' 3E ' East, 37.77 feat to the TRUE POINT OF BEGINNING. t«„ r 1 K :v= P :NG 1RZA 2C' MiN. 20" W.V. 1. foo"......... i .41.16Th ....+ 7"\- TCP CF C'J,P — , -7CP CF CURB I l — ,f z ;�- EXHIBIT C INTERIOR ZONE LANDSCAPING _ lS_ _•a- 5 • - ..7 I i /// �;84 :ra Q PRCPERT" I ‘i ___`A. 'z'r.RUES. .•.,::_ UNE k —. ITAi P`..aNT;NG ^) I R C G AREA 18' ;MIN.' ?' YIN. i / 1 TOP OF CURS— / /:_ — T: CF. =:- CR EXISTING GRADE / EXHIBIT NORTH ZONE LANDSCAPING 7...-37 .coi , ...,17.:1%-t. „ tyt G. PR'CPER !—\ .1 SCC BEAN LINE , Sort:_. \ I_. A ?Art<:NG AREA 30' NIV. J I - 1 - 1 =rC OF R EXHIBIT 'E STREETSCAPE L. NDSCAPING S-:3 • LI n �0 !1� CO P- •- - •--- - = - •-_ ICOtiTI r Y T AT MIT L• _ -.C„-,CN EXHIBIT WEST MONUMENT F' SIGN S-21-i' — ' - -=-"=:s o T T_1iD C O'-.1 Q Fa.A r__.= F: A -. X 1"y/ ) EXHIBIT EAST MONUMENT SIGN AFTER RECORDING MAIL TO: Name 0' :•=E_VE`i- Y MYERS L. ? Address 2-5 BATTER!: S_..__ 45TH .LCCR • City/State SAN .?NCISCO, CA 94111 ATTN: GREGOP.Y 3. SHE AN, CSC Document Title (s) : (or transactions cc:.ta_nec :herein) 1. RECIPROCA.L EASEMENT AND PARXING •- First American Title 2. AGREEMENT Insurance Company 3 . w.: . "� 1ST AM-S 4. Reference Number(s) of Documents assigned or released: ,,, . Add-:-cna_ n::::Cers on ?ace ofI .. . sc3C? for .. ..e _: car se o( i'J; ccc::me n: ' I Grantor(s) : (Last name firs:, then firs: name and initials; 1. SW 19TH LIND, L.L.C. 2 . 3 . 4 . 5. Adc_:_cna_ names c n ;age of dcc:.-en: Grantee(s) : Last name firs: , :hen __=s: name an± _.._:_a-s 1. RENTON STUDIO HOTEL COMPANY, LLC 2. RENTON GARDEN HOTEL COMPANY. LLC 3 . 4 . 5. Addi:-cn a- names on page of dcc_me n: Abbreviated Legal Description as follows: (i .e. loc:c,`,c;.4_ _ section/towns :/:ange 'gaarter/qua::er, LOTS 4 --9 C=T? C? RE:ITC:d SHORT PLAT NC . ::7A-37-22:--S _L UNDER RECORD:NG NC. Ccn- _e:e -eca_ descr1;:lon _s cn pace 2 of ziee:.-en: Assessor' s ?=cue=_.J Tax Parcel/AccoL n: 324:4:-32 -D- ?_ T �34 �•,-3.2C NC:E: -'..e a .c:- =. - ✓:-- :e --- :o _ :n •- ==- ... - ✓_-- : rase cce _'e _ :o der:_ -- _e a___r3C c:. _e:eness c= one _..cex-. _nfor73__oc - ro7_'e._ .e_e.:n. y. iJ t: ••I . 1 (I) to al )� a) I - - 'L1 - 11 in •.1 a) 1) 't 1 r-1 -•I 1) •L, (1) :`. 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This Agreement may be mcd" =4 , r cr amended in whole or in part only by a written instrument ex -"-=d and acknowledged by Hotel , Garden and Lind, which instrument shall be duly recorded in the Official Records of King County, Washincton . 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* =-=gyred 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 Washington l ._=ed l ' abili:y comcan•; By: Q4V-Y1 Its : HOTEL : RENTON STUDIO HOTEL COMPANY, LLC, a California limited liability comca nv Karl K . cac- a-_ , --- Its Man ace= GARDEN: RENTON GARDEN HOTEL COMPANY,a California limited liability company 3•: : Karl K . ..oa - ' an , Its Manac=__ the parties with respect to ..he -a_=e=s contained in this Agreement, including, without Purchase Ag ree::.en. . "'��� This Agreement may be modified cr amended in whole or in part only by a written instrument executed 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 cr unenforceable, the remainder of this Agreement shall nct 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 Agreemer.t has been duly executed as of the date first set forth above . • LIND : SW 19th LIND L .L .C . , a ;has:._. ct-c company By : • Its . HOTEL : RENTON STUDIO EOTEL COMPANY, LLC, a California 1_T_=ed liability company • --� '( / Ka__ K. ..cac_a nd, Its Manager GARDEN: RENTON GARDEN HOTEL COMPANY, a California limited l_abi1 y ccmcan_r By : l� Lti /dr% Karl u _ a^_V=vg-an d -- L_Nr. nc_..iCN STATE OF WAS�/HINGTON COUNTY OF On �- , 1997, before me, l 1 f , a Notary 1:11.blic inand for- sa_:i State, personally appeared 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 signature (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 of -; a' seal . • /' 2 DANETTE A. BRANDT Signature L -• / ) c- t (Se'STATE OF WASHINGTON NOTARY-•- PUBLIC UY COUL SS10Y EXPIRES 3-08-01 HOTEL Ac=CWLE GMEN= STATE OF CALIFORNIA COUNTY OF Los-AtJErC.Q ) %14.542- , 1997, before me, O PPD , a Notary Public in and for said State, personally appeared KARL K. HOAGLAND, III, perscra_ly kxewn to me (or proved to me on the basis of satisfactory evidence) to be the person+e+ whose named is/a=-a subscribed to the within instrument and acknowledged to me that he ' .- r executed the same in his/hc-/thai= authorized capacity rz; , and that by his,nccr/their signature4e4 on the instrument the persons or the entity upon behalf of which the person e= acted, executed the instrument . WITNESS my hand and official seal . pAVID titA' L - ,�► Comm. C:31 S `.e dCT��40TAY pl2C �,�,J?. �, 1 . �- G^.mm. =,coaros:ur.s i0. •=� Signat'�r ..r v JJ GAF EN : :O?iL_2G:'7:i STATE OF CALIFORNIA COUNTY OF LG$ Arv � ) On U(,-Le 20 , 1997, before me, CA-VI MAA , a Notary Public in and for said State, personally appeared KARL K. HOAGLAND, III, known to me (or proved to me on the basis cf satisfactory evidence) to be the person--e4- whose name-;-e-; is/arc subscribed to the within instrument and acknowledged to me that he,she/they executed the same in his/her/their authorized capacity ; , and that by his/hcr,'their signature -- on the instrument the persons-)-, or the entity upon behalf of which the perscn=a;- • acted, executed the instrument . WITNESS my hand and seal . � DAVID WROTE (r 1! ' NOTARY PUB ';•CAL:FCP ';'' LOS ANGEi �_ Ca:NT`! k ` r Sigr:at:: _ i.. U',.7;ri 1C= :ORES REC:P?CCAL 1 FF_la�..`rT....:R ::-REIi.GE . D\ PARK NG SEA •5,. �_— ••f3Y! u�••T - - � - ram_. i -- -- 1 12 I �� 1 —J , II __ I I 8 1 I o.•a+R+m•era T— 11 Y t 1 inn �_ .•.•........•�...1 —•..I i i , —, L. •— I i _ �1 _ 1 I i > .. ; � f i yl 1 .S0,00.sera oa I�— r 1I ..l i.l Y,/Y .°f J .I j N C Il'I1 SW 19TH & LIND EXHIBIT 7A RECIPROCAL PARKING STUDIO PARKING EASEMENT -' AREA EASEMENTS 1.u1,1L 1CCESS/' EGRESS CF: E. /A1. E' ,?r4TAGE RD.', f 1 II ! i--- .to./242.0.11 1 s's. ��1 I == r;. .. •--••.► - 1 Imo:- �—i•-----\ 1; y:Es5 i 1 l, 3 .5 '�S- 1- 1' . _.3 y i W I .c.so.. �.rn 1'a y .1 iI i :. "//' . 1— .." . . _ _ — __ _ \...../ NOS r„ SW 19TH & LIND EXHIBIT i B RECIPROCAL PARKING LIND PARKING EASEMENT ' .-_—/ AREA EASEMENTS 1 L ja r air�� -�. _ :...Q.,:;„(;‘;',' . r I r. ..ALLi' F.CNTACC C. F7712171 I 4 1 T t , I 1 Pir ..z Fi RECiFRCCr1l - " �� if PARKING AREA A - cGv ^ -..... - il I........ i =.,l _ - • '6I , r-�1 i ' ' i 0.4♦ i ...' 37 _,C: :rt N C;GN.J i SW 19TH & LIND EXHIBIT RECIPROCAL PARKING PARKING LOT AREA AREA EASEMENTS — it 5 r-5,77 I' J - . ' - I �1 7k SEE'AENT FCR :;;P3 ".T �' 1 ; 1 C-FF E. VALLEYr R 'ONTAGE D. l' —. - —.! ,r---t _ TT-- • • :II II Ij We,in....0n 1 • tits, -.- i i, ICY_- I 1 , ,\ ' mil 15 CAR TEMPCR;RY-, - , _ ;I NTE?iM REC;PRCC.L �'�, I - , ?.4Rx7�G ;RE4 ........_.., - i • I ---, r i — ' 1 \6_I 1 _ :fI'�T 1 -rl I..:.4 ...0/9.0 tl'C f :I 1 i '.. :77 CPAE`IT -SIGN- i ---i- I ------------------ --_:C.,'N a•; v� , MOMT% SW 19TH & LIND EXHIBIT �; RECIPROCAL. PARKING ADDITIONAL PARKING EASEMENT " AREA EASEMENTS • Return Address: First American Tide/Seattle Escrow 2101 Fourth Avenue, Suite 800 Seattle, WA 98121 • .t •dirk First American Title � • Insurance Company DOCUMENT TITLE(S) ;for :rar:sac::ons. contained therein): 1ST AM-S 1. DECLARATION OF USE RESTRICTIONS. LIND CORPORATE PARK >1.;-j -� 3. • 4 Reference Number(s) of Documents assigned or released: (ra page_of documents)) 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 Daze 1 of document. Grantee(s) - - - I • 3. 4. Additional Names ;n oast of ioc:1=ec:. Legal Description(abbreviated i.e. lot, block, plat or sec:ion, township, range) < Lots 4 through 9, City of Renton Short Plat No. 97-032, recording no. q O7o99xG P;L 3 . King County, Washington Additional 'e2a1 :s on Daze 9 of document. Assessor's Property Tax Parcel/Account Number 334040-33:5-)7. 33 C40-3330;0 • The Auditor.Recorder will rely on informat:on ?rov:ded on the forW. The staff will not read the ;ee:r ent to :erf v the acc it cv :r :omcieteness of the nde;in2 info,iticn provided herein. DECLARATION OF USE RESTRICTIONS LIND CORPORATE PARK THIS DECLARATION OF USE RESTRICTIONS is made this day ofJ&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 fcilow incorporate the definitions set forth in Article I of this Declaration. RECITALS: A. Lind is the Owner of :he Lots comcr:s,ng 'he Midcle 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 furher the rr.oiementaton of the Short Plat by means of the covenants, conditions, aria restrictions set forth in :xis Declaration. Said covenants, • conditions, and restrictions are intended to be common to all Lots cor^pr;sing the East Parcel and Midcle Parcel and to enhance and protect the value and development potential of all such Lots to their mutual benefit. ARTICLE 1 • r- Definitions Unless the context otherwise spec:f;es 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 Enterests of such Person, (iii) any officer, director, or general partner of sucr: Person. or (iv) any Person wro 's an officer. director, general partner. trustee, or holder of fifty percent (30%) cr more of the voting 'rterests of any Person descnbed ;n clauses (i' :hrougn (iii) of this sentence. For purposes of his der:nit:cr. the term 'controls,' "is controlled by," or "is under common control with" shall mean the possession. ::roc: or ndirect. of the power to direct cr :ause the direction of the management and ooiicies of a oerscr or e'tir:. whether thrcugn the ownersnip of vctrc securities. by contract cr otherwise. 1.2 Beneficiary. The term 'tereric,ar/ snail mean 3 m.crcagee under a mcrgace as well as a oenef:c,ar/ Jncer a ceec of trust. 1.3 Declaration. The ter- . 'Cec:27at:cr' snail mear this Dec:araticr. of ,;se Restr:c::crs. 35 t -..ay :rrrr, t1rme to tme amencec or suo_.emer:ec. 1.4 Deed of Trust. The tefm". =eec '_S; sra wear _ m.crgage 3S we!! 3S 3 deed of trust. 1.5 Designated Hotel Operations. Hotel or ,Motel ocerations conducted under the name and in accordance with standards ;deistical :o those ccserved :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 apercved 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 :he 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 the areas of :he Subject Property depicted as Lots 4 through 9 on the Short Plat. In the ever': :he Short P!at a amended to the effect that any of such Lots are combined. the term "Lot" shall mean the area so combined. 1.10 Middle Parcel. Ccilec:veiv. Lots 2. arc 5. 1.11 Middle Parcel Development Period. The oencc of time commencing on :he- Recordation Date and expiring on the easier of (i) :he five ;Si year anniversary of the Recordation Date or (ii) the date a certificate of occ:t:ancy 's issued .vith rescec, to the rroroverrents constructed and installed on the Middle Parcel. 1.12 Mortgage. The term "mortgage' snail mean a teed of trust as well as a mortgage. r- col 1.13 Mortgagee. The term "mortgagee' snail mean a oeneficiari 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 :n 'awful possession of a Lot with the permission of the Owner. -_- - 1.16 Owner. The term "Owners 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 nc.udirg contract sellers and any mcrgagee or other security Helder in actual possession of a Let. 1.17 Parcel The term "Parcel" means eacr of the Midcle Rarcel and East Parcel. 1.18 Person. Any rC;'/fC al. 3ar.nersr o cereral Or'irnIted). :or:crat:cn. :rust. 'im;tec liability ccmoanv or other entity. 1.19 Project. The :erm 'Proiec: snail oe s-.r.onyrmous wan :ne term 'sublet: prccerr/ and shall mean the eai crccer-i cescr:ec or _xrlott arrexec hereto. or r.ereafter mace sLo ec: :o :.h.s Declaration. • 1.20 Record-,Recorded-Recordation. '-eccrd.' '7ecorcec." or'recordat:cr' shall mean, 'h,th respect to any dcc::rr.er:. the -eccrca::cn or sa:c :ccument n :he Cffce of the Division of Records and Eiec:ions of .;ng County. 'Nasr.:rc:cr. 1.21 Recordation Date. The :ate of recorCatton of this Declaration. 1.22 Short Plat. The term "Sher Plat" means :he segregation approved by the City of Renton, Washington as Short Plat No. 97-032 and recorced 'n Volume // of Surveys, pages 7.63 records of King County, Washington, and recorded under King County . Recording No. y'?D 70990°6 1.23 Subject Property. The tempt "subject property' shall be synonymous with the term "Project". 1.24 Term. The period corrmerc:rig cr The Recordation Date arc expir:rg on the thirtieth (30th) anniversary of the Recordation Date. ARTICLE 2 Regulation of Operations and Uses 2.1 Permitted Uses of East Parcel. • 2.1.1 Curing the Miccle Parcel Develccrrent Period. no Lot comprising a par. of the East Parcel shall be used for any purpose other than Designated Hotel Operations. This covenant may be specifically enforced pursuant :o Sec::cr 3 -i of this Declaration. 2.1.2 If, curing any ocrion of the Term supsecuert to the Micdle Parcel Development Period, any Lot comprising a par, of the East Parcel ;s 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 :e of no further `crce or effect. 2.2 Prohibited Uses of Middle Parcel. 2.2.1 Curing the Interim Per'cc. 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 ccmcnsing a par, of the Middle ='arcel shall be used for the operation of a Hotel or Motel by Ez:erded Stay of America or any Affiliate thereof as of the Recordation Cate. 2.2.3 The covenants arc res:rc:lcrs set `orh :n Sections 2.2.1 and 2.2.2 of this Section 2.2 shall automatically expire arc be of "c further force or effect unless both (I) construction of a Hotel or Motel on the East Parcel s :cmrr.enced not 'ater than six (6) months following the Recordation. Cate and ji'l a Hotel or Motel satisfy;rg the def:r:1ttcn of Cesigratec Hotel Operations s open =cr ousiress on the East Parcel not later than Septemoer 30, 1998. 2.2.4 The covenants arc 'es:r ct:crs set `orth n Sections 2 2.' arc 2.2.2 cf:ra Section 2.2 snail ce raceucacie to the :se of a :cr..:on of the Midc!e Parcel `cr oar<:ng automobiles ancillary to the operation :f 3 Hotel or Motet on the East Parcel oursuart to :ha: certain Rec:orccal Easement arc - x:r .eemer: entered 'ntc ber.veer. L.rc arc Stuck. •f' ART:CLE 3 General Provisions 3.1 Covenants Run With the Land. All cr_verants. corcitior.s, restrictions, and agreements herein contained are made fcr The direct, mutual, and reciprocal benefit of each and every Lot of the subject property; shall create mutual equitable servitudes upon each Lot :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 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 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 in connection with the property or leasehoic merest sold or assigned by 't ar'.sfrg under this Declaration. after the sale and conveyance cf title. 3.3 Duration. Except as otherwise proviced herein. :he term of this Cec.arat;cn sral commence on the Recordation Date and snail terminate on 'ast day of :he Term. 3.4: Injunctive Relief. In the event of any violation or threatened violation by any Owner or Occupant of any portion of the Project of any of :he terms. covenants and conditions of :his Declaration, any or all of :he Owners of :he Parcels included within :he Project snail nave :he ngnt to enjoin such violation or threatenec violation in a court of competent .unscic:ion. The right of njurc:ion shall be -n addition to all other remedies set `crh ;n this Declaration and all remedies avaiiaoie under statute. taw and equity. 3.5 Modification. This Declaration may not oe mrccified n any respect whatsoever or rescinded, in whole or in par., except with the consent cf the Owners of all Lots comprising :he Subject Property, and then only by written nstrumert duiy executed and ac,<nc'.vledged by all of :he recuirec Owners and duly recorded in :he office of the Department of Recorcs and Elections of King County, Washington, or its successor. No modification or rescission cf this Cec:aration shall affect the rights of any Mortgagee or Beneficiary unless the ;ienholder consents r. writing to the modification or rescission. 3.6 Not a Public Dedication. Nothing herein contained shall 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 Ceclarat..,n shall be strictly limited to and for the purposes herein expressed. 3.7 Breach Shall Not Permit Termination. It s expressly agreed :hat no oreacr of the Ceclaration shall entitle any Owner to cancel. resc:rc or ott'er.vise to terminate this Deciaraticn. but such 'imitation snail not affect .n any manner ary other nSets or remecies wn!cn such Owner may nave hereunder by reason of any breach of this Cec:araticr. 3.3 Notices. Ail notices to oe given oursuart tc this Deciaration snail oe .n writing arc must be given oy 'Jn!tec States :ert:t:ec or -ecis:exec ma!i. :cstage orecaic. :racer/ accressec .o :re Owner .f cacti Lot oy name arc accressesVsrcwn on :re •"en ourrert teal orccerty :ax ors r K.r c County. Washington. 3.9 Attorneys' Fees. :n any egai or ec:. :a:le proceeding for the enforcerrer.: of :his Declaration or any provision hereof, whether t oe an action for :amages, declaratory relief, or :niunct:ve relief, or any other action, the nonsucstar.tiaily orevailing part; or parties snail pay the attorneys' fees of the substantially prevailing party or parties. in such reasonable amount as shall be fixed by the court ;n such proceedings or in a separate action brought for :hat 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 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 cove,..,its. conditions, and restrc:loss contained in this Declaration. 3.12 Captions. The cactions of artic: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 :he I scope and intent of the particular article or section to •Nhicn :rey -efer. 3.13 Effect of Invalidation. If any orovisicr of :his Declaration is heid to be :nvalic 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 5rst above written. LIND: SW 19TH LIND L.L.C., a Washington limited liabilit• company ()/( (/ L,' Its: '/ v' ` :1^vNi .�- ; 2.v STUDIO: RENTON STUDIO HOTEL COMPANY, LLC, a C aiifcr is ir'ttec 4c: tit/ corroary Its: GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited :iaoility company By: Its: STATE OF WASHINGTON ss. COUNTY OF KING I certify that I know or have satisfactory evicer..ce that :he person aocearng oefcre me and making this acknowledgment is the personwhose true signature aocears on this document. On this 3rd day of July, 1997, before me personally apceared Jeffrey A. Roush, to me known to be the Manager of SW 19TH LIND L.L.C., a Washington :imited 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 Invited lacdity company, for the uses and purposes therein mentioned, and on oath stated that he 'was authorized :c execute said ;nstrument. WITNESS my hand and o - is s I h affi th cay and year first above w.vritten. 11/ ( 01. O'i Notary Public in and for the State �' Mcc 40�,� of Washington, resldirg at Wcccirv,ile • H �1 �, My commission ex fires: 9 ^2 2CCC U - tj,(r ' 9C� �i� � Michael McCormack — . 1w-'. 7e1 , ;Type or P•;nt Notary Nacre; 04/ v �' % E22-0O3 it t°M'WAsO.; Lit 7.as .0]CC 'Jr '.OUL1u 3.9 Attorneys' Fees. r. ary .egai ecu :acre c oceecirg 'cr the enforcement ,;f :nis Declaration or any prcrlsion hereof, wrether toe ar ac::en cr ,tarrages. declaratory relief, or .nlunct,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 though said proceeding is settled prior to judgment. All remedies provided herein or at law or ii 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 restrction 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 cr a portion thereof; 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 :he covenants, conditions, arc restrictions contained in this Declaration. 3.12 Captions. The captions of arlces 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.:cn :hey refer. • 3.13 Effect of Invalidation. If any provision of :i..s :.eclaration is held to be invalid by any court, the invalidity of such provision snail not affect :he valicity of the remaining provisions hereof. ' IN WITNESS WHEREOF, the caries hereto lave caused this Declaration executed as of the day and year first above w,vr:tten. LIND: SW 19TH LIND L.L.C.. a Washington limited 'lability company Byt Its: STUDIO: RENTON STUDIO HOTEL COMPANY, LLC. a Caiifcmia ::t'i company !t5 GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company Bv: �C Its: "�ry • Lid • 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 .s the person whose true signature apoears 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 .within and foregoing instrument, and acknowledged the said instrument to be the free and • oluntary act and deed of said limited liability company, for the uses and purposes `herein mentioned, ana 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 Pnnt Notary Name] Use '`,t :sze 3( '•ounL ;eaa :Lunch 4'. t STATE OF " ) u;o.S�^IV ) ss. COUNTY OF ICJ ) I certify that I know or have satisfactory evidence :hat 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 Oat- K. 44664N6 , 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. t ��N• /�� th iYe , .•••""ti , Not ry Public in and for the State V: a"�t. of a6 m�`1i�esiding at s NET Y 1 , My commission expires: �.i�'. �1 j / t 1 :1 1/ 9b,���o t1 ,1. . [Type or Print Notary Namej C II y, 9' , C 1 i (Use This ioacc:or`bony Seal.urroi STATE OFt LoasA,.As ) ss. COUNTY OF ` r'``6 I certify that I know or have satisfactory evidence :hat 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 KAKI. K. f4oa61, 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. _IP.01N Ij'h1 Notary Public in and for the tate p# of max' R, residing at s NoTAp/ My comm sion expires: t Li C F ;. -• [Type or Pnnt Notary Name) • ^'_ . '• • (Use 1 Space or Vocanal Seal Swoop el EXHIBIT A DESCRIPTION OF PROJECT Lots 4 through 9 of City of Renton Short Pat No. 97-032 and recorded in Volume i/S of Surveys, pages 3 , records of King County, Washington, and recorded under King County Recording No. 9??7 9'&v4 SUPPLEMENTAL NO . 1 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, DEPT 51/514 . 01 WASHINGTON, DC 20058 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) DEVtLTM OFrF�EP!TG J +L-7 CI RECEIVED 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 . ••eajAaViled. 0*-/Lt TITLE OFFICER NI F. it r //- 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 SEAT1 LE, WA 98101 ATTN: ANDY LAYTON Commitment For Title Insurance ISSUED BY First American Title Insurance Company Agreement to Issue Policy FIRST AMERICAN lfl'LE 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." a \'ttE I,yS At, First American Title Insurance Company .•- ' • M `„ . ;, R P G get ftt BY IA44441PRESIDENT ,� - 553 rK ASSISTANT SECRETARY BY ,--)1/2.-A -R Off' '" caNs+ "`77 CITY OF RCN I L„J JUL 21 1328 RECEIVED 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 p-evioisly 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 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. "\`\\�• IUIUNWMUUIIIIU111111U1111M11111111111111 . UUImuuunm11nuuuW1111UUN1111MINHUHINU m . IIIIIIIIIIIIUIMMM IHIIIUIIIIIIHHIHNd111H1111111HH11HUpn111HIn11H111NIIIN.UNININNUII /?g 4) a A M A, R - S l0 --,-" , roi.....-'-- ---- ,,..vA\b‘ l' 1 ,.."*".":01, ,414:".;t:t -.."%,, 40,s. I \1/4\ 'is-st .: -;‘,1,d 41:6____L- ,....-...m,----fri------ 1 First American Title .1 risurance Company I y a alte /t�/z nmmniumm nuummiNlunumomlNlUlp m u umullum mmnllNIMININ111Hnlll lMumi ;w UlwwwuumtUlllnnw rnIIIII U1 IINIn11HPIHNn1111n1NNINNUnnHSI nnI IIIIIIIIIU t% ••, D�1,-`,Dom, • Return Address: Cl�'O &ET; '..4G First American Title/Seattle Escrow JUL 2101 Fourth Avenue, Suite 800 21 ���f Seattle, WA 98121 RECI1 Z D +. :..'. First American Title Insurance Company DOCUMENT TITLE(S) (for transactions contained therein): 1ST AM-S 1. DECLARATION OF USE RESTRICTIONS, LIND CORPORATE PARKt'x)3 .-5 2. \' 3 )-"-S 3. 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 2. 3. 4. (u Additional Names on page of document. Legal Description(abbreviated i.e. lot, block, plat or section, township, range) vier Lots 4 through 9, City of Renton Short Plat No. 97-032, recording no. 9�07.09 p zG 3 , King } County, Washington = Additional legal is on page 9 of document. Assessor's Property Tax ParcellAccount 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 to verily the accuracy or completeness of the indexing information provided herein. DECLARATION OF USE RESTRICTIONS LIND CORPORATE PARK THIS DECLARATION OF USE RESTRICTIONS is made this day ofJ(.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 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, L7 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 Obenefit. ARTICLE 1 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. (J B S L 1 f27401/01396/MMG 163764.5) 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 CZ L') 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. r- a) 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 Mdtel. 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. (JBSL1R7 40 1/0 1 346/MMG163764 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 z43 , records of King County, Washington, and recorded under King County Recording No. 9707099006 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 2.1 Permitted Uses of East Parcel. C.7 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. (JBSL1r27401/013961MMG163764.5) 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 cd Owner or Occupant of any portion of the Project of any of the terms, covenants and conditions of this Declaration, any or all of the Owners of the Parcels included within the Project shall have the right to T 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. 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. (J BSL 1/2740 1/01 396/MMG163764.5) 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. GD 3.12 Captions. The captions of articles and sections herein are used for convenience L7 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. 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: Its: 9/- 7 ,,/h`/ k e,'� STUDIO: RENTON STUDIO HOTEL COMPANY, LLC, a California limited liability company By: Its: (J eSL 127401/01396/M MG 163764.5) 5 GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company By: Its: • ;0 STATE OF WASHINGTON ) ) ss. Ll O COUNTY OF KING ) C') O I certify that I know or have satisfactory evidence that the person appearing before me 0 O 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. ` MCC `�,� Notary Public in and for the State __ ,�A.%oti�%Oep ', of Washington, residing at Woodinville UZr �� My commission expires: 8-22-2000 . 4, ; o , Michael McCormack i 'C s PC [Type or Print Notary Name] t CI _ y III' ,,,, 22.04 �r It 7j� %%%%%%%%%%%% O ` I',`°P Vie' (Use This Space for Notarial Seal Sump) (JBS11 2740 1/0 1 3961MMC1163764.5) 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 Ohereof. C'd 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: —)71/ (J BSL 1 2 7 401/01 396/M MG 163764.5) 5 GARDEN: RENTON GARDEN HOTEL COMPANY, LLC, a California limited liability company By: 6\-) ( Its: ^I Y11 An� - LL f/ STATE OF WASHINGTONCZ ) 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 for Notarial Seal Sump) (JBSL1127401l01396/MMG163764.5) 6 STATE OF CA&WORNVr west-Sk-i ) ss. COUNTY OF Ki ) 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 KA(ZL K. 44664NQ , 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 ate\\\\\ ..'. IN Q• ••••• .,, (j 11 Not �,Piubllic in and for the State Nj �'', -I, of 6�` raiding at N°TAR)' \ My commission expires: �y/ I' 4, ; "'� �' = % c ir174, '/nJ WEI.. �•c3,% p UEL�G => : [Type or Print Notary Name] O It OF O i** (Use This Space for Notarial Seal Stump) • (J BSL127401/01396/MMG163764.5) 7 STATE OF CALi• Oj NIA waS RS+i�.- ) ss. COUNTY OF eSt4.446 ) 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. 64- On this � day of July, 1997, personally appeared KAet. K. (4146U ►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 icial seal hereto affixed the day and year first above written. rP4NRIN �,F, Notary Public in and or the tate V e4'),`<51 of 14. residing at • s ND AR y �, My Comm sion expires: • s, T141 get Al WeiS % Pii`. C. [Type or Print Notary Name] ft l). +,, • T ` (Use This Space for Notarial Seal Sump) (J BS L 1/27401/01396/MMC/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 743 , records of King County, Washington, and recorded under King County Recording No. 9?0g goo G z r- 0 r- cra (JBSL1/27401/01396/MMCJ163764.5) 9 **************************************************************** City of Renton WA Reprinted: 07/21/98 15 : 03 Receipt **************************************************************** Receipt Number: R9804420 Amount : 1 . 60 07/21/98 15 : 03 Payment Method: CASH Notation: BARGHAUSEN Init : LN Project # : LUA98-118 Type: LUA Land Use Actions Location: NEC OF LIND AVE SW AND SW 19T ST Total Fees : 2 , 501 . 60 This Payment 1 . 60 Total ALL Pmts : 2 , 501 . 60 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 05 . 519 . 90 . 42 . 1 Postage 1 . 60 **************************************************************** City of Renton WA Reprinted: 07/21/98 15 : 01 Receipt **************************************************************** Receipt Number: R9804419 Amount : 2 , 500 . 00 07/21/98 14 : 59 Payment Method: CHECK Notation: #21116061 MARRIO Init : LN Project # : LUA98-118 Type : LUA Land Use Actions Location: NEC OF LIND AVE SW AND SW 19T ST Total Fees : 2 , 500 . 00 This Payment 2 , 500 . 00 Total ALL Pmts : 2 , 500 . 00 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 . 345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00 105 . 000 . 09 . 345 . 85 Fire Mitigation-COM 1, 000 . 00 GEOTECHNICAL ENGINEERING REPORT RENTON FAIRFIELD SUITES HOTEL S.W. 19TH STREET RENTON, WASHINGTON Submitted to: Marriott International Design & Construction Services 3130 S. Harbor Boulevard, Suite 350 Santa Ana, California 92704 Submitted by: �, ��; -z;�T 1 F I �� CITJu L Y OF RD�;;v AGRA Earth & Environmental, Inc. 11335 N.E. 122"d Way, Suite 100 RECEIVED Kirkland, Washington 98034-6918 8 July 1998 8-91 M-12314-0 AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS AGRA Earth & Environmental AGRA Earth& ENGINEERING GLOBAL SOLUTIONS Environmental,Inc. 11335 NE 122nd Way Suite 100 Kirkland,Washington USA 98034-6918 Tel (425)820-4669 July 8, 1998 Fax (425)821-3914 8-91 M-12314-0 Marriott International Design & Construction Services 3130 S. Harbor Boulevard, Suite 350 Santa Ana, California 92704 Attention: Mr. Brad Urie Subject: Geotechnical Engineering Report Renton Fairfield Suites Hotel S.W. 19th 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 11 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, if/ t -7 James M. Brisbine,'P.E. Associate Distribution: Marriott International (12) Attn: Mr. Brad Urie S:\WOROPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd TABLE OF CONTENTS 8-91 M-12314-0 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 23 8.0 CLOSURE 24 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\12314\Renton Fairfield report.wpd GEOTECHNICAL ENGINEERING REPORT 8-91 M-12314-0 RENTON FAIRFIELD SUITES HOTEL S.W. 19TH 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 a four-story at-grade building, surrounding parking lots, and possibly a swimming pool. • Exploratory Methods: We explored subsurface conditions by means of six borings and one probing advanced at strategic locations across the project site, to depths ranging from about 61A to 51% feet below existing grades. • Soil Conditions: Soils underlying the site generally consist of 5 to 8% feet of loose to dense, silty, gravelly sands (fill) over several 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 22 feet below existing grades. • Liquefaction Analysis: Our analysis indicates that the subsurface soils have a low to negligible to low risk of liquefaction during a strong earthquake. • Eaunstations: In our opinion, the presence of peat, organic silt, and loose native soils below the site will necessitate deep foundations to support the building. We recommend the use of augercast piles extending 35 to 50 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 6.6 to 9.5, a low to moderate sulfate content, and a low to moderate salinity. These results indicate that the near-surface soils have a moderate corrosivity. 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 temporary drainage systems at the construction site and should minimize traffic over S:\WORDPROC198\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design&Construction Services 8-91 M-12314-0 July 8, 1998 Page 2 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 260 feet overall and encompasses approximately 2.0 acres. Site boundaries are generally delineated by an undeveloped property on the north, by commercial properties on the east and west, and by S.W. 19th Street 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, 120-unit hotel building positioned at the center of the site, with a porte cochere on the southern side, and parking lots on the southern, eastern, and northern sides. Although no structural details have been developed, we anticipate that the building 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 might be included with the facility, but no location has been indicated on the plans. As a companion project to this proposed development, a Marriott TownePlace Suites hotel facility will be constructed on the undeveloped property to the north. 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; • Six borings (designated B-1 through B-6) 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; • Two grain size analyses, performed on selected near-surface soil samples obtained from strategic locations beneath the site; S:\WORDPROC198\Kiddand\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 3 • 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 Porte cochere 24 28 B-1 Eastern end of building 25 49 B-2 Western end of building 24 51'/2 B-3 Northwestern corner of parking lot 24 6'/2 B-4 Southwestern corner of parking lot 24 61/2 B-5 Southeastern corner of parking lot 25 61/2 B-6 Northern parking lot 25 61/2 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 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. S:\WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 4 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. 4A 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 fairly flat, with a gentle upward slope to the northern property boundary. This minor topographic relief indicates that up to 5 or 10 feet of fill has been placed on the site. 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 about 5 to 10 feet of surficial, loose to dense fill soils consisting of gravelly, silty sands with scattered construction debris and organics. This fill was found to range from 9 to 12 feet thick in explorations by others, and it appears to contain concrete rubble. The fill layer mantles about 6 to 8 feet of soft to medium-stiff, organic silt and peat, which overlies interlayered loose to medium-dense, silty sands with gravel lenses. At a depth of approximately 26 feet, boring B-1 and probing P-1 revealed very dense sand extending to their termination depths. Boring B-2, in contrast, did not encounter dense sands until a depth of about 43 feet. Some of the explorations advanced by others penetrated dense to very dense sands, 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\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 5 TABLE 2 APPROXIMATE THICKNESSES AND DEPTHS OF SOIL LAYERS ENCOUNTERED IN EXPLORATIONS Exploration Thickness of Thickness of Peat Thickness of Depth of Fill Soils and Organic Silt Loose to Dense to Very (feet) (feet) Medium- Dense Sand Dense Sand (feet) (feet) P-1 9 6 11 26 B-1 81/2 9 81/2 26 B-2 8 6 29 43 B-3 61/2+ N/E N/E N/E B-4 6 '/2+ N/E N/E B-5 61/2+ N/E N/E N/E B-6 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 36 to 41 percent and a moisture content of 6 to 12 percent. We interpret these soils to be currently near their optimum moisture contents, but 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-1/S-1 21A 6 26 41 33 B-4/S-1 21/2 12 19 44 37 4.3 Groundwater Conditions At the time of drilling and probing (June 1998), our deep borings encountered groundwater at depths ranging from 20 to 22 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\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 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. 4A Corrosivity Conditions Corrosivity tests performed by an independent laboratory disclosed that the near-surface silty and sandy soils possess a moderate to high pH (6.6 to 9.5), a low to moderate salinity, and a low to moderate sulfate content. The higher of these measured pH values lies within the range corresponding to corrosive soils, as prescribed by several governmental agencies (WSDOT, AWWA, and Bureau of Reclamation). Furthermore, 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 (dslm) (feet) (meq/kg) (megll) B-1/G-1 31/2 9.5 102 21.6 2.0 B-2/S-1 5 6.6 78 3.7 1.7 45 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), loose, S.WORDPROC\98\Kirkland\12000s112314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 7 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 for a 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 lshihara (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\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 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 structure, due to the presence of a 6- to 8-foot-thick peat and organic silt deposit underlying the existing fill soils. Instead, we recommend that piles be used to support the building. • 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 a soil-supported slab-on-grade floor, due to the presence of compressible soils. To minimize or eliminate floor settlements, we recommend using a structurally supported floor, such as a post-tensioned concrete slab, reinforced concrete slab, or joist-supported deck. A more cost-effective alternative, however, would be to preload the floor footprint with a low surcharge embankment. If overall site grades are to be raised, preloading can be accomplished by placing this new fill early in the construction schedule. 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, if desired. 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\12000s\12314\Renton Fairfield report.wpd Marriott International Design&Construction Services 8-91M-12314-0 July 8, 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. • Su•grade 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 somewhat corrosive, due to a fairly high pH and moderate salinity and sulfate content. 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. 6,11 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\981Kirkland112000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91M-12314-0 July 8, 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 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 (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: The silty, gravelly sands (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\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 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 6 to 12 feet, underlain by 6 to 8 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 1H:1V Dewat re ing: 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. We offer the following comments and recommendations with regard to preloading and surcharging, in case this technique is employed. 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 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 S:\WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 12 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. 6A 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: 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 25 feet or more below existing 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 S:\WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 13 tip depths ranging from about 35 to 50 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\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 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 35 29 38 10 40 31 41 13 45 33 44 16 50 35 46 19 14 35 39 52 14 40 42 56 18 45 45 60 22 . 50 48 64 26 16 35 52 69 19 40 56 74 24 45 59 78 29 50 63 84 34 18 35 66 88 24 40 71 94 31 45 75 100 37 50 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\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 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\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91M-12314-0 July 8, 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 Subarades: 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\12314\Renton Fairfield report.wpd Marriott International Design&Construction Services 8-91 M-12314-0 July 8, 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'/2 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 sheeting S:\WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design&Construction Services 8-91 M-12314-0 July 8, 1998 Page 18 (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. 5J.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\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design&Construction Services 8-91 M-12314-0 July 8, 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\12314\Renton Fairfield repon.wpd Marriott International Design&Construction Services 8-91M-12314-0 July 8, 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,Z Drainage Systems In our opinion, the hotel building 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 building 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 system. Instead, these sources should discharge into separate tightline pipes and be routed away from the building to a storm drain or other appropriate location. Grading and Capping: Final site grades should slope downward away from the building so that runoff water will flow by gravity to suitable collection points, rather than ponding near the building. Ideally, the area surrounding the building would be capped with concrete, asphalt, or low- permeability (silty) soils to preclude surface-water infiltration. 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 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. S:\WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91M-12314-0 July 8, 1998 Page 21 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 21/2 inches 31/z 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. 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 S.\WORDPROC198\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 22 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 MORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91M-12314-0 July 8, 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. 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: S:\WORDPROC198\Kirkland112000s\12314\Renton Fairfield report.wpd Marriott International Design &Construction Services 8-91 M-12314-0 July 8, 1998 Page 24 • 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. 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 S;WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Marriott International Design&Construction Services 8-91M-12314-0 July 8, 1998 Page 25 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, M. BSI. .. '() wAsiIs�f. tA , Ichelle C. Kondo ` % `4 /0� ' - Engineering Technician �Y 0 4Qz, 27768 ,9 $W�. g g CISTs G� `S`S'IONAL � I ,,) , IZGEMMar •/00 .. ,/ 2-,/ //, //1"/ William J. L&ckard P.G. 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I no { WEB AV r., :,rfAY 5E F ,AY Sr, - tilt k , r le ,,, 1 „► 1 ` ��yy,,� IAM I / /)gf C x •II 4, § 0 1; YI !, ,n `5 f.. S � h5 L_- 4 .,,P? / hr�gl:,. di �� ,i „IC ,ri n if 1 l n x .0 * I/ F ` I,1i � a MI G I ,1 ML10r A/ s /t'�' r N, r..' NNN lypprl ` fi� C tn•1"'4 .. ,O,L .a ,, ��]]x ,I- • ��•� i YI k{!P �i l �• �r�1• AY .. �'` L1fOM Ar R m - rr "tti��f ki Y/!1�iilr�� ,y"1-r�. •`.§X�' I� � Wrw'�r►"'1�t'1'iYI■a:•..� ON• AY II I 7 LEGEND — — — — — — — — 7 B-6 BORING NUMBER AND APPROXIMATE S LOCATION I B-3 U I I P-1 PROBING NUMBER AND APPROXIMATE I B-6 I OO LOCATION PARKING 6) PARKING (--------> I I I I 1 I I I I I I I I B-2 B-1 o S PROPOSED HOTEL BUILDING ) w PARKING EASEMENT VI W I 1 I I I I I I Y U m [) I } 17 m Z w P-1 I 1 0 I .0, PORT _" B-4 COCHERE ij PARKING PARKING B-5 U I (7- I 7--\ I H a PROPERTY LINE 3 0 0 S.W. 19TH STREET m SITE & EXPLORATION PLAN FIGURE 0 30 60 AGRA o SCALE IN FEET Earth & Environmental RENTON FAIRFIELD SUITES z 11335 N.E. 122ND WAY, SUITE 1002 o KIRKLAND, WA, U.S.A. 98034-6918 RENTON, WASHINGTON Appendix A APPENDIX A FIELD EXPLORATION PROCEDURES AND LOGS APPENDIX A FIELD EXPLORATION PROCEDURES AND LOGS 8-91 M-12314-0 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 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. S:\WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd Appendix A Page 2 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 (qT), sleeve friction (fs), 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:\WORDPROC\98\Kirkland\12000s\12314\Renton Fairfield report.wpd PROJECT: Renton Fairfield Suites BORING NO. B-1 H _ SOIL DESCRIPTION a W a m cl W PENETRATION RESISTANCE Page w v Location: East end of building y 1 o�- A A 1 of o Approximate ground surface elevation: 25 feet H cn z 0 3 Standard Blows per foot Other 0 _ o to 20 30 40 50TEST'1Cr Medium dense,moist, gray, gravelly,silty SAND with scattered construction debris(Fill) • • • • 4 alowcount overstated • - S-1 - .A_ @ - G-1 - T - 5 - Obstruction encountered; — • moved boring 5 feet south S-2 �___, Decreasing gravel content - • S-3 - Medium stiff,moist,brown to tan SILT with moderate - - • 10 organics grading to silty PEAT _ — r • • S-4 _ A ' _ 15 _ — — . Grades to SILT with moderate to abundant organics - - - r �•--- Loose to dense, wet,black, fine to medium SAND with - trace to some silt S-5 - 20 - — — . Grades to saturated ATD - v tea, co o S-6 A - ta m ' m_ 25 _ — G z il Very dense, saturated,gray,gravelly,fine to coarse -, SAND -` • - 5 3 In _ S-7 41, _ . 5Q/6• A O _ 30_ (Continued) o o 20 40 60 e0 100 MOISTURE CONTENT 0 LEGEND ( . + d I 2.00-inch 0.D.split spoon sample 0 Grain size analysis Plastic limit Natural Liquid limit 2 ATD Groundwater level at time of drilling i OHI Corrosivrty/HortiwtturalTest ,AGRA Earth & Environmental 'Cl ENGINEERING GLOBAL SOLUTIONS CO a Grab sample 11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 m 0 Drilling method: HSA Hammer type: Automatic Date drilled: 12 June 1998 Logged by: WJL PROJECT: Renton Fairfield Suites BORING NO. B-1 SOIL DESCRIPTION u ii I'E.1 PENETRATION RESISTANCEPagge w A0 2 of2 w F aLocation: East end of building y a ¢ Standard Blows per foot Other CI Approximate ground surface elevation: 25 feet N cn z c-7 0 10 20 30 40 s0 TESTING 30 - — Very dense, saturated, gray, gravelly, fine to coarse , SAND , 3 feet of heave - S-$ A , T -35 - — ` : grades to sandy GRAVEL [ S-9 88 -40 - — g . _. s-1ol ` 62 ✓ A -45 - E c I Blowcount overstated i S-11 I77 > A - 50 - Boring terminated at approximately — , 49.0 feet o _ r L .o 0 m ui-55 - — z w J a: O) d - N g I" o-60 0 20 40 60 80 100 LEGEND MOISTURE CONTENT o I • I 9 I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit ATD Gfoundwater level at time of drilling in AGRA Earth & Environmental CO ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 m 0 Drilling method: HSA Hammer type: Automatic Date drilled: 12 June 1998 Logged by: WJL PROJECT: Renton Fairfield Suites BORING NO. 8-2 x SOIL DESCRIPTION w W ce A PENETRATION RESISTANCE Page a w a W wA A Pof2 w v Location: West end of building o H Approximate ground surface elevation: 24 feet F' y z ix 3 Standard Blows per foot Other — 0 — 0 10 20 30 40 50 TESTING Loose, wet, gray,silty,fine to medium SAND with some gravel and moderate organics(Fill) - • - 5 _ — _ s-i . cm Soft, wet,brown to gray,silty to fibrous PEAT • interbedded with gray SILT with some clay and moderate- - ' - 10 - organics S-2 _ A Loose to medium dense, wet,black, fine to medium - 15 - SAND with some silt z — _ Switched to mud rotary drilling- S-3 - r • 20 — _ ' Soft, saturated,gray SILT with some sand and trace to S-4 ATD H some clay A, Medium dense, saturated,gray, gravelly,fine to coarse SAND 'Sr I o oi 544, Iii_ 25 _ J ��W z S-5 t!, A r O 0 ~ 30 (Continued) Lc- 0 20 40 60 80 100 LEGEND MOISTURE CONTENT — I • 9 I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit 7 7 It_M ATD Groundwaurlevel at time ofdrilling G�AGRA Earth & Environmental Of ENGINEERING GLOBAL SOLUTIONS o CAI 1 Corrosivity/Horticultural Test 11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 m 0 Drilling method: HSA/MR Hammer type: Automatic Date drilled: 16 June 1998 Logged by: WJL PROJECT: Renton Fairfield Suites BORING NO. 8-2 x _ SOIL DESCRIPTION w a w fn x PENETRATION RESISTANCE Page w v Location: West end of building & 1 o FW' A 0 2 of A w Approximate ground surface elevation: 24 feet v¢,F N Z 3 Standard Blows per foot Other 0 10 20 30 40 50 TESTING - 30 - Gravelly SAND as above i S-6 , Charcoal stringer r t ON - 35 - — —r il s7 ;eA ▪ 40 + — Grades to SAND with trace to some gravel S� , Increasing gravel,becomes dense - 45 - — S-9 A ,Y, , - 50 — — p Becomes very dense S_I0 &gar Boring terminated at approximately 0 51.5 feet - - , .•--- --- • CO i- 55 — _ . a z J r , T 11 O r O W •H �n gl- 60 0 20 40 60 80 100 MOISTURE CONTENT a LEGEND q I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit e r� Groundwater level at time of drilling M ATD AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS co 11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 m -S Drilling method: HSA/MR Hammer type: Automatic Date drilled: 16 June 1998 Logged by: WJL PROJECT: Renton Fairfield Suites BORING NO. 8-3 x SOIL DESCRIPTION a a w o x PENETRATION RESISTANCE Page w ,? Location: NW comer of parking lot & & o F A A 1 of O Q t- Q 0: ¢ Standard Blows per foot Other Approximate ground surface elevation: 24 feet �, 3 - 0 - o to 20 so 40 so TESTING Medium dense,moist to wet, gray,gravelly,fine to N/E medium sand with some silt and scattered asphalt - debris(Fill) Blowcount overstated S-1 A- - 5 -- — — Grades to silty SAND S-2 - A---- 1 Boring terminated at approximately 6.5 feet - 10 - — • - - r r - 15 _ — — • • - 20 _ — — 0 r' m - - El- 25 - — — _ z W - , LL r d - - tii 0- 30 0 20 40 60 00 100 MOISTURE CONTENT 0 LEGEND i q I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit v N 2 ,,,,E No groundwater encountered AGRA Earth & Environmental �, ENGINEERING GLOBAL SOLUTIONS °° 11335 NE 122nd Way,Suite 100 o zz Kirkland,Washington 98034-6918 m 0 Drilling method: HSA Hammer type: Automatic Date drilled: 15 June 1998 Logged by: WJL PROJECT: Renton Fairfield Suites BORING NO. 8-4 x�- SOIL DESCRIPTION a w a °z w PENETRATION RESISTANCE Pagge w V Location: S W comer of parking lot o�- 1 of1 Ga Approximate ground surface elevation: 24 feet cn E-' cn z CD3 Standard Blows per foot Other - 0 - 0 10 20 30 40 50 TESTING , Loose, wet, gray,silty SAND with some gravel and N/E scattered brick and concrete debris(Fill) . :.■.. ... : b. S-1 ---A .■... .... - 5 - Soft, wet, brown,silty PEAT ' . S-2 . A 1 I Boring terminated at approximately 6.5 feet - . - 10 - — _ • • - 15 - • - 20 - -- 0 g - m ai- 25 - — _ ' Z in - r L -.I LI. CO d o , iii a_ 30 0 0 20 40 60 80 100 MOISTURE CONTENT 0 LEGEND i CJ I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit e M N 2 ,,,,E No groundwater encountered AGRA Earth & Environmental 0, ENGINEERING GLOBAL SOlUTi0NS 01, 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 PROJECT: Renton Fairfield Suites BORING NO. 8-5 F _ SOIL DESCRIPTION (.17 j w n x PENETRATION RESISTANCE Page Et ai Location: SE corner of parking lot 1 o F � A 1 of o Approximate ground surface elevation: 25 feet c F cn z 3 Standard Blows per foot Other 0 _ o to zo ao ao SO TESTING Medium dense grading to loose, wet,gray, silty, fine to N/E medium SAND with some gravel(Fill) S-1 A t i 5 — — Increasing gravel S-2 _ A i • Boring terminated at approximately . 6.5 feet - - - 10 - — — ' _ 15 _ — — . r _ 20 _ _. — . r 0 U, 9 m Li _ 25 _ — — _ z z J r ILL r OT N O W <_ 30 : 0 0 20 40 60 80 too LEGEND MOISTURE CONTENT — 1 • i O I 2.00-inch 0.o.split spoon sample Plastic limit Natural Liquid limit v M N 2 ,,,,E No groundwater encountered AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS CO 11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 m 0 Drilling method: HSA Hammer type: Automatic Date drilled: 16 June 1998 Logged by: WJL PROJECT: Renton Fairfield Suites BORING NO. 8-6 F Y SOIL DESCRIPTION a m Lu w o x PENETRATION RESISTANCE pa ge w 8 Location: North central area in north parking lot 1 o W. • A 1 of 1 A Approximate ground surface elevation: 25 feet F cn z 3 Standard Blows per foot Other - 0 0 10 20 30 40 50 TESTING N/E Concrete rubble • Medium dense, moist,gray,gravelly,silty, fine to medium SAND(Fill) S-1 , - 5 - Scattered organic debris S-2 , A l Boring terminated at approximately • 6.5feet , - 10 - • r r _ 15 _ r t t _ 20 _ n - - r i 0 iii- 25 _ — _ , z _J r 1 r U- 1—. C 0f O H <- 30 • o 20 40 60 80 too MOISTURE CONTENT o LEGEND I • 1 o I 2.00-inch 0 D.split spoon sample Plastic limit Natural Liquid limit v M N 2 ,,,,E No groundwater encountered S AGRA Earth & Environmental ., dp ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way,Suite 100 z z Kirkland,Washington 98034-6918 co 0 Drilling method: HSA Hammer type: Automatic Date drilled: 16 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 Fairfield Suites Water Table Depth:7.50 Qt(tsf) Fr. Ratio(%) PWP(tsf) lc 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 3 :.-.......j— mi ' .. Z-----"----- ig.=' i 4w 9 — — ..r----, ------ J C-7 44' > 18 r _7 _k. 0 21 -- . 1 24 T 27 — f4C161°. 30 Qt normalized for Fr Ratio=IOO•F/(Qt-S®nav) After Jefferies and Davies(1991) After Jefferies and Davies(1993) unequal end area effects Gamma=115.2 pcf le<1.25-Gravelly sands 1.25<Ic<1.90-Clean to silty sand 1.90<lc<2.54-Shy sand to sandy silt 2.54<Ic<2.82-Clayey silt to silty clay 2.82<Ic<3.22-Clays PROJECT NO.8-91M-12314 DATE:June 16,1998 DRAWN BY:Keith Brown AGRA Earth & Environmental Chart1 CPT-1, Dissipation Test @ 14.3 feet 16 14 Test terminated 12 after 23 minutes 10 o. 8 ♦ u (Psi) 3 \ 6 4 2 0 1 1.5 2 2.5 3 3.5 4 4.5 5 log t(seconds) Page 1 Appendix B I APPENDIX B LABORATORY TESTING PROCEDURES AND RESULTS I Grain Size Analysis Report g 5Q� c c r C c ;� « ii i 8 3 8 100 - , I 80 i 70 — _ W 60 \\ z ! Z 50 LLI cc d 40 1 ! i ! 1 30 ,' 20 ! I 10 - -- - - - ! 0 , I i 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT I %CLAY 0.0 18.9 44.3 36.8 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) Grey brwn silty gravelly sand 1.25 in. 100.0 1.00 in. 93.8 .75 in. 90.9 .625 In. 88.7 .50 in. 87.3 Atterberg Limits .375 in. 86.1 PL= na LL= na PI= na .25 In. 82.6 #10 75.3 Coefficients #20 70.6 D85= 8.30 1)60= 0.320 D50= 0.193 #30 667.9 D30= Di5= D10= #50 58.8 Cu- CC= #100 46.1 Classification #200 36.8 USCS= SM AASHTO= A-4(0) Remarks Tested by:GT Reviewed by:ML * (no specification provided) Sample No.: #2045.2 Source of Sample: B-4 Date: 6-22-98 Location: S-1 Elev./Depth: 2.5' Client: °AGRA Earth & Environmental Project: RENTON FAIRFIELD SUITES ENGINEERING GLOBAL SOLUTIONS Project No: 12314 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 FAIRFIELD SUITES (JOB 8-91M 12314) Accompanying data for the two soils indicate an unusually high pH in the B-1 G-2 soil and a slightly acid soil reaction or pH in the B-2 S-1 soil. Agricultural suitability analyses show safely low sodium and low qualitative lime content in the B-1 G-2 soil. In the B-2 S-1 soil, qualitative lime content is again low but sodium is moderately high and out of balance with other cations. Gravel content is moderately high in the B-1 G-2 soil and in a moderate range in the B-2 S-1 soil. Again for those particles passing through the 2 millimeter screen, the majority fall in the medium to very fine sand category and are close to forty two percent by weight for each sample tested. Combined silt and clay content is just over thirty nine percent in the B-1 G-2 soil and just over forty four percent in the B-2 S-1 soil. Soil chemistry enhancement can be gained by uniformly broadcasting the following materials, then rototilling to a six to eight inch depth prior to planting: RENTON FAIRFIELD SUITES SOIL B-1 G-2 AM'T PER 1000 SQUARE FEET 25 lbs. Gypsum (calcium sulfate) 5 lbs. Treble superphosphate (0-45-0) 4 lbs. Ammonium nitrate (34-0-0) 10 lbs. Magnesium sulfate (epsom salts) 10 lbs. Soil sulfur 4 ozs. Zinc sulfate 1 oz. Laundry borax Applied per above In order to more uniformly apply the small amounts of zinc sulfate and laundry borax required, they should each be dissolved in an appropriate amount of water and sprayed to the soil surface, prior to the rototilling procedure. RENTON FAIRFIELD SUITES SOIL B+2 S-1 L' AM'T PER 1000 SQUARE FEET . 3 lbs. Ammonium nitrate 5 lbs. Gypsum (calcium sulfate) Applied per above P.O.Box 1648,Bellevue,Washington 98009-1648(206)746-6665 FAX Number:206-562-9531 SOIL AND PLANT LABORATORY, INC. -2- AGRA EARTH & ENVIRONMENTAL RENTON FAIRFIELED SUITES (JOB 8-91M 12314) June 20, 1998 For either soils B-1 G-2 or B-2 S-1, 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) 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, b G 1,14w.1 A- dfi‘r DIRK W. MUNTEAN, M.A. DWM/dlb PO.Box 6566.Orange.California 92613-6566/(714)282-8777/FAX(714)282-8575 4 So c.Q and 'P9ant /abokaton 9iie. PO.Box 153.Santa Clara.California 95052-0153/008)727.0330/FAX 727-5125 P.O.Box 1648.Bellevue.Washington 98008-1648/906)746-6665/FAX(206)562-9531 kGRA EARTH & ENVIRONMENTAL COMPLETE SOIL EVALUATION AND Northwest Office 11335 N.E. 122nd Way, Suite 100 MICRONUTRIENT ANALYSIS Lab No. 4869 B Kirkland, WA 98034-6918 (A05-2) RENTON FAIRFIELD SUITES Attention: Bill Lockard • Job No.8-91M 12314 Samples Taken: 6/12/98 Samples Rec'd: 6/18/98 Sam Half Parts Per Million Parts Dry Soil Sat Ext-- ple Sat% i NO3 NH4 PO4 i 1 . it TEC 1 N N P K Ca Mg Cu Zn Mn Fe 1 1- Sample Description & Log Number • r 5 15 3 2 14 130 1910 62 3.5 5 19 91 8-1, G-2 ' 102 0.2 0.8 1.1 1.3 0.3 2.0 1.1 2.0 2.1 0.8698-A16918 32 4 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 ekt.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 (meg/1) . TEC (listed below Half Sat. )=Estimated Total Exchangeable Cations (meg/kg) s. a. Gam Saturation Extract Values ple ; Ca Mg Na K B Cl ; Qual I pH 1ECe me/1 me/1 me/1 me/1 ppm me/1 1 SAR Lime 5 9.5 2.0 15.4 0.7 7.3 0.3 0.08 2.6 Low Percent of Sample Passing 2 mm Screen ---Gravel i Sand Sam i Very Med. to ple Organic Coarse Fine Coarse Coarse V. Fine ; Silt Clay 0 Percentage 5-12 2-5 i 1-2 0.5-1 0.05-.5 .002-.05 0-.002 USDA Soil Classification 5 0.4 15.4 9.5 5.9 12.1 42.8 22.0 17.2 Gravelly Sandy Loam SO4 = 21.6 meq/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. /� PO Box 6566.Orange.Caldorn.a 92613.6566/(714)282-8777,FAX p14)282.8575 i ot-0 and Pant /abottatott9, �( ' PO.Box 153.Santa Clara.Cablorrna 95052.0153/(408)727-0 30/FAX(408)727-5125 v• P.O.Box 16`8.Bellevue.Wasnungton 98008-1648,v (296)746 , FAX(296)562-9531 ,7 A 7 6665 ',-ay AGRA EARTH & ENVIRONMENTAL COMPLETE SOIL EVALUATION AND Northwest Office 11335 N.E. 122nd Way, Suite 100 MICRONUTRIENT ANALYSIS Lab No. 4869 B Kirkland, WA 98034-6918 (A05-2) RENTON FAIRFIELD SUITES Attention: Bill Lockard Job No.8-91M 12314 Samples Taken: 6/12/98 Samples Rec'd: 6/18/98 Sam Half Parts Per -Million Parts Dry Soil Sat Ext- • - ple Sat% 1 NO3 NH4 PO4 t TEC ; N N P K Ca Mg Cu Zn Mn Fe 1 ; Sample Description & Log Number • 6 14 2 21 20 150 890 266 1.8 3 44 230 B-2, S-1 78 0.8 1.2 1.7 0.8 1.8 1.4 0.9 6.1 7.2 0.8498-A16919 32 4 6/24/98 Sufficiency factor (1.0=sufficient for average crop) below each nutrient element. N factor based on 200 ppm constant feed. Kalf Saturation %=approx field moisture capacity. B, Na and salinity(ECe (dS/m at 25 deg.C. ) ) by sat ext; 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 (meg/1) . TEC (listed below Half Sat. )=Estimated Total Exchangeable Cations (meg/kg) a' 4. Sam Saturation Extract Values ple ; Ca Mg Na K B ci 1 Qual t pH ;ECe me/1 me/1 me/1 me/1 ppm me/1 ; SAR Lime 6 6.6 1.7 4.4 3.5 12.7 0.5 0.38 6.4 Low Percent of Sample Passing 2 mm Screen ---Gravel ; Sand Sam I 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 6 1.1 7.7 4.1 2.8 10.7 42.3 29.0 15.2 Sandy Loam SO4 = 3.7 meq/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. 410 TECHNICAL_ INFORMATION REPORT FOR S.W. 19TH LIND RENTON, WASHINGTON DEVELOPMENT F': ':�G CITY OF REi. OUR JOB NO. 6045 JUL 1 1.);;8 MARCH 12, 1997 RECEIVED REVISED SEPTEMBER 9, 1997 REVISED NOVEMBER 4, 1997 F 1 �N• L Prepared By: ;� BARGHAU SEN CONSULTING ENGINEERS, IN 18215 72ND AVENUE SOUTH 2e 46 �I Q KENT, WASHINGTON 98032 16 '`c�s s��iONALENSTE'P� �i�' (206) 251 -6222 ` EXFfrEs 4/3/15 QGHqGs� m JUkeu z CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Storm drainage construction for the first phase of the project will consist of the construction of the ,r. 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. «1r 6045.006[KL/es/sm] WATER QUALITY CALCULATIONS � f (7/I//b,,,x'f,/'o,71 . = flCa� 0 3 d'/2/)I7X/S %' -a 0, a22a' )WloCt d "'AM 01 - s -q v4f a'�' N.241.0Q --k31 / <2aw '4 9c7 f z oZs4-Zado g 4 v ec xzed 6Q 7 Zd o '8£ ( 9 0'oz)(4b'!) * 144 .5'L7 _par aci/lbe c: „ws✓n-Iv/1 czaLl noyvese, sas✓/1 06 7 s v 0A •: / 1 , afr x , 38J Gr►"t,' kayo./ _074'2'Z of S v1-4 ESL -W /I, ' _ea/nod ',-✓O�s//I"D _Lev:04-9405 rvtztrvteat do A-v7 /' -zzgd (/LP -ssoe a/-zmZ -Clres g rn c2..1 vd -z' . ' _RP 5) » g 4 9 '0L (qWV) 1q ' /6'' i.t /o'O ( q-tea') b'S - I 'dl sno/^a�'dtv1 (8, ' 7�Y V(2- 1 r7oi' .7 ) -y /f)'y 1 -bCs77r'-br -zbcd a.�. • 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: ( b Ac-ft TIME: 480 min (e_vccopci /,GQL' /47,fC71 / OS 43406. '/f STORM DRAINAGE CONVEYANCE CALCULATIONS ---4- G �.r-7-l~ 91V41 ' r2.5, r >o One 7 l-6/ o'r6/1✓ .99-e/Y/ti G 5 _ 'ro zs-frfL P •s-re) 7ty4/1 s -zAFI 17 410 Zia-WV LcA c .97nPoei VArvo.7 fir' -77 ' Q QaZIs?El/10 9Zi- / "tin /-/ 097 G► -1( , at G,7� S8od'd ft7 '45ANv7 11ir SrVO i5, $//1/4 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: 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 Depthcs 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> <-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 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 1 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 c-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 % 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 c-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 Evt N o. 1 -- �, %rigasir we ri.94,ice s rsrar), ifz%cvd -t-- ,P/PR— &or 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 ) "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 nu rcc N ItI/CT \ UI.i ci rl I a C\I-CA!' nr nM TI.I nn nr ut.ln ul,IT 4. 10 I .O.J i t ...II .vit. . ic. .vi 1 .0a . JJ 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 ON 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 ON 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 n0� S F - FILE ENTER Id: ]Ipath]fileneme[ .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 s 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 rlrt Nu. 1 : !b Lr - 14"UI' 1d .2E% UUILEI : 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 DIA/WIDTH: 2.0 Q-RATIO: 2.82 Q(CFS ) HW(FT) HW ELEV. * N-FAC DC ON 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 DE6 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, 3 S1/0737' 5( p/P . ` ce-o A5 S 42 6pv-t-6e I€ 2 S e191 W?'-)? B 3a • 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. 5 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: I > ENTER: OVERFLOW-ELEV , OVERFLOW-TYPE (NONE=0 , BROAD-WEIR=1 , SHARP-WE1R=2 ) In A r 1 'zit) 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 ) 4.0014.01 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 ON 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 ON 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 aV45. ram(41 8Y at 3/ /i✓ � ��� z4ierce, Agr2 Z� tlez 5 j vlc -- KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division DAr'VLIATCD APIAI VCTC DDf1GDAM 4/ti do e l44/6 2k/ ;art S 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 .kiri nil Amin TTTnIr nrnr Ain e niirnri nii nnrn Akin iinn-rnrnne iiri nny-r , nATn . I / CIV ICR• VVCR-LVW-ELEV , VVCRFLVW-I IFL \ IVV IVL-VJ , VRVfL--WL1R-1 , JI I1l1W- --WL1R-i. / 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 - 1S"CP @ .26% OUTLET: 16.32 INLET: 16.42 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 21 .50 BEND: 90 DEG DIA/WIDTH: 4.0 0-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 • • o 'o N • • • o •r' • • • . • • • • ' C` • • . • N ' , ; ; . • aA 1. s /- :zr• -54:W �e/•s 0 77/4./4o.s3o (L/ND AA/E./ r 3 2 s,5 4• �a ---- /929. 38 8//OQSOSOo� BZO aiC.035Z-/0' �T • n I ri • ��t O,7/G,00Z-5' : wl.e.l • 4 - I '') '10 'col D -/6 •AQPFOA ae-• Dr IGb ygAz FuOD• LIAO •:Ct-il ), .�0 Da # • - �� T)L^ U1 ' � . 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I TUKWILA.CITY OF 530091 0978 F UNINCORPORATED AREAS 530071 0979 F } RENTON.CITY OF 530088 0979 F , } 'S i C MAP NUMBER MAP NUMBER 53033C0919 F 3033C0918 F H MAP REVISED: G .N MAP REVISED: .a°'� 19954 �; MAY 16, 1995 . ,�. MAY 16, ti, ;. l Z \e:!•:',!ILI Pd4.. �. o.'r >•' Federal Emergency Management Agency -mil Emergency Management Agency 4111..i_ Doan m.00 Eievailon In reel I } 1 ,, t mnu 1 1h ... J l F 11- .` tel , .�T']q li, . •r{..vt -`,. e■�1 ey I �_ ti • • 1kr V Di ( ^ a 1 !t , .i 1iZ�'•: C i OA\ ' 441 ,■ tt �` -•-s Q u ,' �Qu ! Ha -,4' Td • • �t` y �, ixf m® N , i 'I.$11/i ,� S Q �:4 ..4 >...I , :■ �, l •,"4���g i. 1, �A, ,1;,-E ‘. �. ald r a. t ';-� t - `�- � ' ��J ,�� � ;fierce+'� \ � ` :`ci� .F IA: a 1 i ' • 41. f ,< ¶ * c;k:icw In. i Cmme.o1a116 ' ,- - 1. r-' y f . w. l , I. ,sr21• .‘,4; ' N, •.., :-•;:\ ..,,.''''''' . ,,. ; :00. . ,C. " -•.', ' • ----:-.7 a ,- f . . ,, m ... .... ' , ,-.... ......,,,....., ,..,,, MI..1.'';l:, • • - . :,'. 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"�� t *�, � � _ � -. ,y gee �� � 1 ,1 .; d ` ;y ;,gr � Ill l �I � D t ►- w nilrililli .ft , R li41,,7 �� . y � . _ila Yr , • } ei ffigismim 4 CY , 91 r t •_ Fam y M=Si \i- � z' _ '1 " ,,.o / 1lt -*3-.. -Illai k. 40, 1%W iLc., :. .1'yr-7f-5i I re........,.#0.:..,.!oll.k.„%olli ,„,,,..„:: -• . --.-g : 1'1 .ifs„ SILIIPOP-tiriq ,-,*----: . .. ,,,,--V-- ' Pr ''-.- e ..sa°wIto ' 1 IFIiitt, -4 -,- -- ''..4 'tu 1 tE1 • - - r , —FIN .....,--. .-, . .. .,'i; , 11 - 71;;Mliall I ••.,% I o ,ub-111 -,',-• . : ..gr. 7 ,,,.- 8,4 isiat..filim insi,„ ...... Lirtiii.. ..,„' #4:0 "ill •i I 2 " i ired wetlands, except those with an Wetlands Wetlands DuwamlSh "b" designation are included in the county Wetlands Inventory. The .ations of wetlands designated "a" have _ , 2 e been verified on the site by a variety of s=:"_"""'�• Open Water 0":47"_.r#3; sources. Wetlands designated "b"are map- y,.' r. 3 • vied in the U.S. Fish and Wildlife Service Basin Boundaries ; 14 National Wetlands Inventory,but their Iota- i e 5.,1 r, t1 . tionS have not been field verified. � Sub-basin Boundaries 1 There may be yaps in the numbering se- �19 1 quence within Individual drainage basins. i ' - .-" _ -14!.y'.•6 .,..,7,l.:9)/':.7..:g.,: AA1h,e:I A;p:r'-' A f r tc :si:amI1r r 5i7t1,"'1I0IV'0{(••.•.,'!,1rI1 -- �r - 'l'..,,,r 1 1 k," . Ai 1 ii'i ' 1 +fir, ! li - (7 Iia .„„ , 2...,. A ,Orr It ••• •_ , . '. t II, y---.1, , q.,,\:; 1 _ :-it 23.3...;_„.,‘, sallg 22\. ' . '.,J.:1>,,••' •'''' !'• "Ii It '•••!.. i• 1"rt 1 i�l.''. �.lyPFs le � • '/ , 'f'` jrt ilk. 4 , I •' ._: ...... ., ,....---, ...1-,.:2;- 1::: ,.._:_t_..4_±....-.).:-::.• al Ell 1 . • ,. .F ro 421., !, - , _ ,s-,,, !-')...: .• , ,. ,r n't',; Soirtil .41 111,- --.I--••- • , , : : , . ii. I.1 4.. . • �' ✓ 1 r~'.gar.+ • .. .. / i w� }i• " NN t v.. � _ .rat '1'•.�. r i' y Z'.. 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' .zY INN% �.k\_ +, - F _ H e ` + S ,sI / ,� ?� Its • t��qt Aires fi ���' •1 I�1 ��-, `17�1� q:n+M � - i 11114 . �pypqg�;�� � P�,�'bt `'7C6:i+.l..°4_ ''Os itifi a— ; '\ % - i •t f - ,y_: 111p. A 1 s ''11R' tia • 1 . -11 . ,-4 ' k -k N. 5 ,-..,..„.., .- --,- - . .,,,, i1„ UM& u11i 4111111,1 - .3,.._ rrlc o ,, ). � : !- i6-,so, ,.. .44,-,- .....ikokr,..., ,'sk.\, , L. 2.,7:.-=‘,....2, ,i.......:re! ,-,-,_ _< ., LI i .):,- . '.' -4.':',- - ''''IR '',---*!:;r7-7-7-, .- 411 4 i j` ,ii, r �`t-,,t �'L,.,.: /fly - 1 ''' _(:• 4'� - ., :41 I •M , tii: eff4' 4\44&i, .,;::.,1 , ixi i.-- ;AIR 1MIL-"), -\ 4y.� , . •/' // ..I'V► •I• :�i ili�� i� m� mg AMINISMaiglir '�:.r ��► 4 I b '� '• �l,�i 'IillgliaMill i•,�� '�, v '41hibi:\*. j i 0f' 16 JO grill' '• �11('®Il�i � ! f ii ai' t J. I t ."�: iiiilail �� a T *These coal mines have had additional min- CoA ' `!__a TT�rd DUW3flllsrl ing since the most recent map was filed with W Min. 1H1 the Washington Department of Natural Re- sources. Any development that occurs Areas Z .r adjacent to these areas should be preceded L it l� byr:y b ;a thorough study to confirm or deny the 9,i1. existence of additional subsurface tunnels. {{ F"/1 • 11 OV f vp� y I ��": vdv, /i h T I �� U[l•�7 q We' 1"Vui �. I • _1 i•`t� '��i r D '' 4 Ur .- :ICI )� �1k`►—__ �•� 11 o 0 ' Ake a I �.AV Wo dirilrAIUI• ® iiY1t3 ; * InC , C\\ -- — 13--- -- ` J - -I • i $11 Ur IIFSf 1 - '0 30�`-• ,� \'■ Sew _ pRTNE �i°� • • I .II •-- --•- • ; i �,� •iG ..-1 \ __veil o,...,ran- Ali • . . 1; ..--- Imo, . C 1 1f Ng gli.. � '�,I ®� � , '- `Imo. I j.- :r I �i■II I. e . .. .s 711► \.AgD 20 \�S r .�Y 11 fir'• �� I .� .L 72"•_foo I. INIT r, 5 ir w p 1 1 I, %i . 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AmC• - ••• 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 Riveiwash 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-i 74 3w1 Tu Tukwila muck 32 IIw-3 75 --- Ur Uxban 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 5S. 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 I-Ve-2 76 3d2 AgC Alderwood gravelly sandy loam, 6 to 15 percent slopes 8 IVe-2 76 3.31 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 --- i Ea Earimont 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 •i. EvD Everett gravelly sandy loam, 15 to 30 percent slopes 16 Vle-1 77 3f2 EwC `Everett-Alderwood gravelly sandy loans, 6 to 15 percent slopes 16 VIs-1 78 3f3 ''Ai InA Indianola loamy fine sand, 0 to 4 percent slopes 17 IVs-2 77 4s3 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 iKKpB Kitsap silt loam, 2 to 8 percent slopes 17 Ille-1 75 2d2 i pC 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 {l Nk Nooksack silt loam 20 IIw-1 74 2o1 ll No Norma sandy loam 20 IIIw-3 76 3w2 JOr 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 3d1vD O 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 y Py Puyallup fine sandy loam 24 IIw-1 74 201 f` 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 t Indianola soil __ IVs-2 77 4s3 RdE Ragnar-Indianola association, moderately steep: 1/ 26 -- --- .':. Ragnar soil -- VIe-2 78 4s1 li Indianola soil -- VIe-1 77 4s2 U. S. GOVERNMENT PRINTING OFFICE:1973 0-468-26 c$ -l Ig (9) Z LEVEL I DRAINAGE ANALYSIS FOR LIND CORPORATE PARK RENTON , WASHINGTON OUR JOB No. 6045 JULY 17, I997 �`vLl nFT�:FNTPL_�,.!,,�.;'loiG CI Y OF RENTOI4 .Ut1L 21 1998 RECEIVED PREPARED BY: BARGHAUSEN CONSULTING ENGINEERS, INC. . I ' 182 15 72ND AVENUE SOUTH KENT, WASHINGTON 98032 ,. . . (� (425) 25 1 -6222 •U• ,9 28148 Q SS'ONAL ENG I EXPIRES 4/3/cif) 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.00 1 1134.41sr a awl., I 18 u'g ,Lt TT /. : ` aAIXmT 1 i 1,Nryt,,, S 2ND $ ��it crx ERr 9.0400 •iQ S 3RD' fra � V/� 449 4. t k IN• iis it'''''' Itit 5 A ig -wS �; <$'� c#,, q!l RD - BN .ET 11: ,,e�� �� tic... , Fr ....._ A'L 1{�. L�.,,,,or Tnrt � � j AsigiliaftgiallriONVEW!P 81 0 iltirs I z . VILLAGE I MATER ; y AA�. `` - �1/�A g t_ t 1 '1 5T t(.. • S R: : VILLAGE PL / S 11 ST I• , 4 Ln ��r `' r.. FR_' b3' -' , ,ram 6.1110 20 . . .„.. -.am, lor:dga - 1 16TH ST. llis 16TH sT , them 0 00. A ..,. , 444 - i asiaoris 9 1 1 felzil „zrritr. N ,4.-,LN, . 1 , .... . , „,, ..w. wikiri J S 19TH rAteor Mq 3, " . F T. c: rt.! n eoux '`ql PUG ET r a . .4 P+..n, rely. s�. y I N 'fit :te•R !.. ' .AA - SW 23RS ST \\ r S 233 p _ I •re•O i - __ ,E1�, '2(owe 4 ❑ !; i 62HD i ST :- 1 ._'1 rii E uun w t I > < \ ( I F ^ E . SE 163R0 ST wl ' q T] SE 164TH -Sr Sw 277H I �� $ "; I S 27TH ST. „,,10903 H 1 TM W(11100 T lvoo, j I 165r 1 s 1 S -i�OH Cl S ant- r: ' SE 165TN 1 1 --r�''yy/ `' `_ tuna ST < vT bI ST a ''% • ' 29TH ST 1 7Q 4T a` ,'s ST SE STTl sr < SE... I` r�,+ 30 �\ "L� .{n ET E ` ` 1 I si \.: S '31ST ST '< 29 - -w r� F o sw u�sr lzo _ ^S sE 169rn •1 sr 9rH o0 7 SE 170TM ST va-. sue•THBVIal A w 1¢7, '/ w bra s r TM g Ilin 3ETN ST s IY ��-1 NU ST SE 72R0 ST.�-. I F3 - }icy ^SE 172w0 STt{ -< 12 I = Sn 'g 515, „1 a Jf 3 5 144,5# • 91 rH ST {' E SE 1Tvu Si / 51131 in SW 3�TV sT - ( , s }.4 sE 17 SE 176 -E '1'II ' '%Ar ( P a N kL a L a<` AIST ST S 1 T. 2:+n E ` R'1‘" as n C: E` fV I; 1 ■ dit _ ' �..n1E��1MM1•I I .<,,. ^'®i' Al — SEE 686 �p v SITE LOCATION MAP 1" = 2400' Reference: The Thomas Guide, King/Pierce/Snohomish Counties, 1996 Edition • • • •� • : ; • 1-7...' 10 w • • • : _:__ • •\ 1•{��0007070�2........ . .. • • Si.. ;IZ-S :'V 61,.S - '• -+r 77/4./co.3•3o (L/ND ,¢vE./ 1 3 2 g,5 4- -- -- /.J29. 9C \ 8//0S05Oo BZo Z/Go3JZ-/r7' t - to 40 ��, . • .APP A L•4�• OF lCO y�`Ae Fc-COD uNe :CI-tt.,D), • • . • In b1 • Ui SA o� A -kJ N in N e? • • . • • • 0y . • • . • r' • • . .• : • / gym j • : • • • '"-I : : U ; • N LA w w T � _ • • � • I I 5 9 ii 2¢•-35 'kl 574 _ \ •...> . O'4 • . too 1 S� :%1Z•r. . . • • ..b., v ! • • 9Jal..111111111111111.1.111111111Hr Cz6 ' . .. . 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Y,, r 'Afi •, r-r, S d 't to t, m O l)r kitty R i -' /,, 1.f'„t 1 u ?✓W��r ,}� a �.ar'AC N4 liar ' lat Mt �. +vt v Iti�t i,iXn tit ` , f }i ` �y�n'.��)5,,�� .. 1 1l 1?:q:.,n M ! ''iN'1"NN N D. SN t N„( i f i 1,,1„k 1 n f' u S31. ri-- 4,„ ,,,„,,,,,,,,..„..,.,.,;,, .... ,„„;„ ,, i, 1 ;TT? i � : ' Yjrr Q N s si n ' •"'-"d rn uv, nr» »I m 1 1 X',.'fi■1 I r I ! rD O • am 1 t :'/f..•.r_�r, - +i1J 3'�1 'J. m m -1 RAINIER AVENUE °' m r 1 {• II `fl: 1 ,I t wry , ' u fII , m ! IJ grit 1 fl,t!11I LU I(S 'l� U! 1 'j: c. 411•IiIH, i n 1 . 'IItNi n •yt 1 yl r; m � ... 1 ••s• . 1 njj 4 4 , + b !n ,j al tuJJ,l,!f,1 I r".r, N fir^ th il' A t. tf 4 Alt' f , •,t� -x N{k '0''',l,n STD i f f.,r➢i n , , f »,1 14 p f x a>~M"».. etS NNr ,P{Ii; rti,{p,�'y,.,i{,r.t..,,SQ��v!/t�mu!•,inftr t D sy� y o,e, ' a.t� "r ffj.w O C) CI 1 — -. z k...c.). jilliir//7::„.; p fro Zm N1nO �+ '1 2 O m `� O O rm1t ,'r m r' x CO r Z 'Z lilt:" 7C 151 N m N.)fT j' oVii 3nN3n� SI^da T�/ TALBOT x N1npS t 'lli CREST o , t DRIVESOUTHSHATTUCK AVENUE SOUTH � I A. 1 I ti = WHITWORTH AVE ;K '. 0 SOUTH p - MORRIS AVENUE SOUTH M 01 T N p N H ::::R;:::U: g iS rn \ ® WILLIAMS AVENUE S 11101 1111111111111111 NATIONAL FLOOD INSURANCE PROGRAM NATIONAL FLOOD INSURANCE PROGRAM II I1I( FIRM FIRM d i: FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP t 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: P CONTAINS: COMMUNITY NUMBER PANEL SUFFIX COMMUNITY NUMBER PANEL SUFFIX i� KENT.CITY OF KENT,CITY OF 530080 0979 F < RENTON.CITY 530080 0978 FY OF 530088 0978 F KING COUNTY. TUKWILA.CITY Of 530091 0978 F UNINCORPORATED AREAS 530071 0979 F t RENTON,CITY OF 530088 0979 F Y. I MAP NUMBER MAP NUMBER 53033C0919 F 53033C0978 F MAP REVISED: ocy;;N MAP REVISED: N-l.V QG�.s•.e.-�.'tC � !:.% MAY 16, 1995 ; ; z MAY 16, 1995 IIII,I.. s.- Federal Emergency Management Agency •—il Emergency Management Agency iillhma� i icy _,_ o,—a nova U9Vation In feet 1 j. j1� { '1.1�(1.• \IR-,I -?� a • •F r•fr3;, +.Y.SyL.,5. .- o'. ."as•`� f ^I.. • i--74-1 r 1. r. br rts�'�'t•+i _ • tr—i\ f'-Uii z� t.`tc� ?�fr^S> s: r�9 15rt* :' , in a / marl wt.: J L� { . I I k.•" ,r,t ' r +r,., \ i�gJr�..y r i , j , 0 F. W,;,. m ,111 L.L.._ • n • 't Is I \.�: tr,.`ft•tl �t {'' •}aids J.ai. 4e �i ANI ':° j .1 _ / ,"Lh . 1 T ' •` I t .-' ,F1 i 1 y 1 rr .40,411E.c4r r if i�t't.,..r, '' ! ' $ C { • ` 1 u P ;i 1 5 1 ' lj r X••,••.• v° ,,� ti.,it.* �'!4a1 - 1 i) ' ••s 11 lin i i~ _d' rido t �� "'��'• - a `, \!1 - l �i� �/I +a MS ` . 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IMAIVA yi31, .`-'-'4. : • '_aiff I: i I F �Is � � �.. • ,.. -••. 3j � oAMi`V ; , ...,,,....../ .,..:, :.,..,fickie, f. _ \ - .• { t, 7i-Mfa :!lE 4'� enT 211 �� a. .. ' . ���' ■� ., ; •, , " = I • IL- 1,1 . `I•• ,.iin.' �� 'fe"w . _ r': °j '. ,` it, f ,r ` - ;11! J' '", ' „ _>~., ®•-r-2 a 1 " 4 Pam! li a i1ii1 a� —';? f .orut. .. I .i,..._- 1,4 • , . fill lilt rliniev,y. .,44.,,,,Z.:,.; •. ... .,..., . ,, 6, .717:1 ' ` .� g. � ^ i qdr i;�r :r�R , i 1 t ,, 1 � ' 'k iF ' ` ' ' • �� L� .. YaYR, , ►1 yy ppp Y�4 ;•tYAf '. . : al�� umil LbWl � di�•', I ._ ..s � .r i Q • • ...-- ::• ...- 11 — " _ . , . ,. . 111#3,1 /11 Aiwa • 1. it �: klf % — s�'t '7rA•-' RI •' I I r. . , ... „„: i !J, . 1 tiu- -; Ault - moms ,• i --- .• - 0 - : -•,,&1 t 1 - !` ' Ak•f;/.1, 9Ak 411111 i #. -•,.meered wetlands. except those with an Wetlands Wetlands 'Is" Duwamish " " esignation are included in the i 'aunty Wetlands Inventory. The „�'7 Is of wetlands designated "a" have - trifled on the site by a variety of Ld:;i's:.i'.. Open Water Ty 3 19 ,hg, .• sources. Wetlands designated ••b" are map- ped in the U.S. Fish and Wildlife Service isims Basin Boundaries National Wetlands Inventory,but their Inca- a y 0 tions have not been field verified. fa ,-1c fi••t 1 Sub-basin Boundaries There may be gaps in the numbering se- 19 I _ quonce within individual drainage basins. . .pp. ay ptillill A-• 1-;117. tJ.,.., ,:..:I.. . ter x !, I .•,,, 1;; • - _ vl � : cam ► ��: 1 • ` , //.4/...12!1 ...k It .',%. - -. .-r •sa�1{S' #wer A : ,4S.L tw.., . �. .i. ty.;,e` y,.l• j/ i',�` , '■, C ♦.t likk r (��• oiciii. • lk w I�r films/Il ti, • , c�`,,,...•1 :.:•.:1:, `� ' II. .:.:'i .�i�. IL"• • m _ -wisp Atipli ,I , - "i ..747"-14—)rt-;'--' li Ell '-,. t-i; -.., .P: 1, 4, 2.-„tj'f''WU tak-3-4-- . jtrigi 1r ' ,: • . . . . L •. t. ,,_ .: ...-.. ,••.• w �i�tr e '. Fe i'' ''. '' ,... ' • F;,i 7C.- i'l• : t ram,. . ... .246 1. ...' - .. 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' -- 4tir.',-;:'. • P...1-1.---viisit il; ., ..17';.'''......:7),-..--4..— VA �� ram../ ,' -, 4..° N 7 J t ,.:tk ! { X N h 1Illa �i s _ It ,�'Si \-.'`\� `vf,; 1 ,I .r.• •w i I 14, MAR a1=� 1 `„ /�'. iv l� �� �. � h • 1 VII .,.� .va � "'M',..„ t , •�• t, r*`. it 1�.,: 111P i .� - ;Via 3-14Z L. 4 ,� © � - -' 43 tad. y 'i -_` —::* ,' i gl� -; 111�1 f ` • ate, a�: am , . ill iiii� ilk u i 1.' \44‘ .� eft- 1 r. ,. 41114r4t4 �1�.111�11lW■lr9a4�ii'11 e 1 ti¢ y r'• i•� $7a � � � } ti1 _" / N. r �t','L_�� � • •.� Ate\`ate r � ew11•— iffP �• � , ;.. :; 1<k:. , ivi.�� CFI ` , Tomb �A -4 '.® ., `1 ®C/li �w !1 t�. F 4. id,)` , .f t �le9tlfll ,i,ii...i. .71 - - - -.,--, • • � V( � 111 Ii trfaziomma,vegme ( , - o1411111111111111111r —pr� NMI, ii i='5" • i i:• .44: NI EISIMOBIOMV:rel . , 41 coal mines have had additional min- Coal �' -_ � �d DUWamish In9 since the most recent map was filed with w ���� aza the Washington Department of Natural Re- •sources. Any development that occurs 2"•7'��' adjacent to these areas should be preceded Areas .• by a thorough study to confirm or deny the _1,14 existence of additional subsurface tunnels. 9 la II' 445__10 6-•11 : 17 ,:...,,r!.,._.__..„..7 , . 1,... ,--.-411...,iimo,i.,ec , , 7st..„..:, v-,........m.,,;,,„.....:..,,i.,.,,__,-,...:.:..----- -......:.......... 411, i:,, Wili_,Qiilkilelliiiri AR , .., „...„ ROAD_ri, ir....,.......... ‘ ,,,if, .. --s...,, Vij.., ,,,..---11E.Bui , \ ,,,....,,...,_ ._..........._ --4.-5::40- RwQ. 1 r ___ .. , _ . �ti::J] _ p `S , ._ _____,- wo `yam 1 1111,14. . . lAki- 1 -fie----- 111111 13 Ii I L i , I 1 \p, olff curseI `' ���I A Ur I i ! pA Irk 4•I, i , • *A, , . diaillaii0; '' •�:• Sew ORTNE.._�' d . �_ _ •__ •:\ . -• - ur / I 7 •12iiiiI iI,•. ` A gc ' / \AgD 20 � � :M 16 cm � � � t �.L li.,, � c .,,z1 Mlj : , .r.7- Longacrei iri Pu _ ® ' �" R.ac€ ��� Wo411151 •Aiiii, :eD Ii .I3eCIj J -\ -�.II' M: v I ` a � I•I (Up •••..� 1 ...liz- Track . ` H, • 'ilia_ B Ur i I R,s rvoir • w� ■ kiiill! � _ Iola . 21i• : i2 .4 so ti J Pu • wo 1 . . . ' 25 __ • ir... . 29 . iil \ • 169 3AgC1 . PY • z• i' • • 1 ii Wo z 1• . i -4 ,,, -. . i. . 1. O N- , •A[o ' : *IL $ �' NI.. _ 17 -I KING COUNTY SOIL SURVEY MAP l" = 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 2o1 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 2o1 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 TVe-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, Aldeiwood 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 EvD Everett gravelly sandy loam, 15 to 30 percent slopes 16 Vle-1 77 3f2 it; EwC Everett-Alderwood gravelly sandy loamy, 6 to 15 percent ki slopes 16 VIs-1 78 3f3 4; InA Indianola loamy fine sand, 0 to 4 percent slopes 17 IVs-2 77 4s3 7 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 2d1 3f1 KpD Kitsap silt loam, 15 to 30 percent slopes 18 VIe-2 78 KsC Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIs-1 78 Ma Mixed alluvial land 18 VIw-2 78 201 f' 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 Nk Nooksack silt loam 20 IIw-1 74 201 1 No Norma sandy loam 20 IIIw-3 76 3w2 Il Or Orcas peat 21 VIIIw-1 78 --- Os Oridia silt loam 21 IIw-2 75 3w1 i 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 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 11, S. GOVERNMENT PRINTING OFFICE.1973 0-468-2 JU I V J-7C] VY VLr I I ICI C-u •�---• t v� + +. - - -- 93 - II% 03) rr-1000-vJ 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 oF,�<Nr °F�Et 70 4 '• 1'wv JLII 27- - RFcE/V VD 1/43u1 -69-98 04 : 02P 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 Engineers 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 riot 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 9u1-09-98 04 :03P Theresa R. Hanson (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-O 1 Jul -G9-98 04 : 03P Theresa R. Henson (206) 756-0370 P . 05 WETLAND DELINEATION REPORT EAST VALLEY ROAD AND SW 191H STREET PROJECT RENTON, WASHINGTON 1,0 INTRODUCTION Natural Resource Consulting has completed a wetland delineation for the East Valley Road and SW 194i 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 Mrnmal(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 '['he square-shaped site contains approximately 11 acres, it is located on the southwest corner of the intersection of Southwest 19t 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 19th 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 1-i-1006-0 l 3u1 -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 I1-1006-01 ,.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 fiinctions 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 barns 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-1006-01 J' u1 -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 Surface 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 1.J.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 WIS 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 sods 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 U). 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 -09-9t3 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 l'alustrine 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', 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 II 10(16 01 6 H-1006-01 Oul -09-98 04 : 05P Theresa R. Henson (206) 756-0370 P . 11 REFERENCES Cowardin, L.M., V. Carter, F.C,Golet, and E.T. LaRoe, 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, Kollmorgen Instruments Corporation. Reed, P,B., 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 : O5P Theresa R. Henson (206) 756-0370 P . 12 TABLE 1 VEGETATION SPECIES IDENTIFIED ON TIE SITE TREES Black Cottonwood Poprthes trichocarpa Red Alder Alnzis rubra Willow Spp. Salix spp. SHRUBS I Iimalayan Blackberry Ridnis discolor Red Osier Dogwood Corms stolonifera Salmonberry Rubus speciabilis Scot's Broom (.ytisus scoparuis HERBS Orchard Grass Uactylis Rlomerata Reed Canarygrass Phalari.s ar-undinacea Rush Spp. 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 Fi-1006-01 Jul -09-98 O4 : O5P Theresa R. Henson (206) 756-0370 P _ 14 . • .. .. gip , • • .., I _ . 16TH I ,' : Y s • 7»i • r.:tom, .r,. ; ' _ I•11. ^- ...!' _,.� 'ftr'pt.cte.Akdrr•.i >a roy . K • :.,•:`;:•"`` .r. L • • 21S-1 • ••'..:i••'•••4 M'r:•.w:FU'.:t:. Sri': 1 .:l i'..: UI4 ;a.;...;.•'r' d11r:►Rtti,G4iw ;,.w_ii... ';�'• ... •• • f'Y••rTf,4s1 .a:wi•..,c..:•7•.I:. r,Y.Yr'nnl ,•N:• • • • f'Q Y.Y'f ..t. •1:1.t•Yµl.•:f:,. .f,i:i.,.Ww.r .. >S' •,i.Ir.JGYb.;dt,i., ._Yn.' Y•',•,1YF. .;tr�a•f "IB��wYtW' , ,Lw .iOW'f L•J:i• �";oi,.>: •l.•.rMryr.: ^ r r' 1 i'r: i^:• . • •1S I' W ••11r,�•,MYy:i.',ww i:�,•Y'� Y 1 :�. rYW,} - f • • j Iyi.F:dG�w .itl iwk+i':Ai�•• J�.lii:i.. .�. y• �. .. •.i.• N East Valley Road and SW 19i11 Street Project A Renton,Washington Approximate Scale I inch to 4800 feet VICINITY MA t' • March 1997 11-100G-01 Note: Map adapted from The Thomas Guide, 1993. Natural Resource Consulting FIG. 1 Amesultent.liaaagamunt and ROtulat ry Permiitina - a. 'Jul -09-98 04 : 06P Theresa R. Henson (206) 756-0370 P - 15 IBIT i - E 1 "CUD..Ivor') 1 1r..15 . _a . f f '' i >. < — ... s I O. Cn I T. <IF 1• v T. z • p �• . P Z I M J < I— = . I:. 1 ►- FROM AN UNRECORDED r WITH INFORMATION l S AP. FULL BOUNDARY PRIOR TO THE START I FUNCTIONS. I I .- I II , I » .1 ., 4. a T I t. V z -- '-2pr. East Valley Road and SW 1911 Strect Project P =R i - Renton, Washington SITE MAP March 1997 IH4006-01 Q rYif t f Natural Resau rr I Consulting FIG. 2 Abe w40" A........I.M-.pm....g 2apalme y laniMai f U, O f A CO r Jul -09-98 04 :06P Theresa R. Henson (206) 756-0370 P . 16 • • WETLANDS EXF • -- -- _ -- �. s 1YTH •TI w. we In. in.? I . ., t 1 • II 1 • . H• SCALE 1' I v' a � .' fs(11k1 �1 ARC) (+.o... I• :4.0. I NOTE; .0 .. I^ I THIS SOUNOARr WA5 TA1 IWWEY AND ,UPPLE E 1 TAKEN FROM AIDESSO ..r RESEARCH SHOULD DII I • pF ANY DEAIG'4 PLANN� • I 1 A. . 1 • + l Lidos 1 . •Mr - --- • i1 I 1 • Il ..Jul -09-98 04 : 06P Theresa R. Henson (206) 756-0370 P _ 17 7`�,•R� R(,A L,� I " •` ''_ ,1 .. . - .. i. .1 ' �' ,r�•�1 r ..I 'I \ 'Y`i1� ,‘.. WV �1J! iP!hI SrY .. l. Ili'. IrNi.,y •fin 13 I l Ir`. . 1 . /� I ~� ' Y 1.. �`esx r Ur 1 IFS' j. i • t-1 _ j = I____-- - ..gib t 1. • '- /ii v S Scw �RYNE Oier!•'tip '• : -- -'-- )..".U...v)...')4i11i. l,_.. . _.. -.... '5 ' ? Disp - _. ' F - 1--' ► ,- y , n T --•- - Subsla 4"C ... ill:'-'___:,1J.0"411(71311) ;::delint. IN:i.• -..:..1.1. ';',.. .0. 1 ., A D A ....---::_,---- gi ,,, . OM 16 \ . \; . .[....7,1 l s ' .'">••„. ''' I MI ( 7"."nr—i-.., '-51..11-e 1\-\.t..; \:::. t I .:';...---..:":.I. c\\‘,.. 4 -,----,,z, . ,,,T. _f,:e-17_' , i ,, ,ongactei iiiim ." •. i I ; ., .,.. \ ....•,-64‘ .: , r-•-.= ..,,.. .71..•• „/1 1... ... ILLO ..•,..::.,,..., h--- „ -ill.irW I ` ` Track 7 - Ur 1 "• `•• "$r1 AgD Yj• _,-i n I 1 . ___ NI ,. .. _ _, 1 _i.,/ _ .,ii..,[3..., _\__ L--_-_03__•,:,,,,, ...7 Ng - I p R:s rvoir if —• Ae )11 1 r,I i ' 1- wr, Pu f A I Y { r L,I 1 — it I ,,�,441'. 25 :o ( _, qM . 29 - y I , �c >be �zoa Age • Q �� P Sk , "•1' • . .:Th I ..-.--r•-. r N East Valley Road and SW 19'1i Street Project Renton, Washington Approximate Seale 1 inch to 2,000 feet SOIL CONSERVATION SERVICE MAP March 1997 ti-1006M1 Note: Soil Conservation Scrvicc Map for the Natural Resource Consulting FIG. 3 King County Area(1973). r+,an.G3vn<tll,M.n,gcui,,zr aad r1.x�5ulatury Permitting ,Jul -Q9-98 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 hydric, 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 (UPL). 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 shrubs 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-1006-01 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 1 rydric 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 chrorna(e.g., a soil designated as 10YR 6/2 has a hue of 1OYR, 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 t 1-1006-01 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 I987 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 : O8P Theresa R. Henson (206) 756-0370 P . 22 APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND FIELD DATA FORMS 13-1006-01 Jul -09-98 04 : 08P Theresa R. Henson (206) 756-0370 P _ 23 APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND DATA FORMS Indicator Category Definitions OBI, 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 P/ants 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; 1 of Li DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: £ , V k.t i e T S w 19.* S i'. Date: 2`2.o"g 7 Applicant/Owner: l.P/J A*c!, . City: _1 • 6•1--0 n Investigator: 7-R ►-F Job #: N - 1 v Q 6 -0 t County. K 5 State: t.,A Have vegetation, soils, or hydrology been disturbed: Yes e• Is the area a potential Problem Area: Yes 400 (If needed, explain on reverse.) v —..- VEGETATION r _ _ Dominant Plant Species Stratum %Covet Indicupr Dominant Plant Species Stratum %Cover Indicator 1. 17)141.1.4 to v v ftd. H 90 F 4 c t4J 1. __._.- 2. ryPhu. lo,};-(0t:o- H a,0 0 L 2. _ 3. Pe P.tiL v s tr.:c k.. 7" 20 Fri G 3. _ 4. 5aIixS11 T 10 r .t4) 4. _- 5, tA4`1:cd. a:oico. l4 Trwct FAC4 5. • _______ 6. 6. 7, 7. 8. .. A — • Percent.of Dominant Species that are OBI„ FACW or FAC(exce FAC- , *-Dominant ies. I OD 70 _ Cowardin Classification: pa- i Li..S-Ft'i Al-- S c r 4'4'b -5l\'-'-131 e► u-IV r cr Remarks: fi l a.n. S G S J _. HYDROLOGY ,V„ , ,. __. _ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators I _Stream, Lake,or Tide Gage _Aerial Photograph )( Inundated Other >S 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: S (in.) Water-Stained Leaves Dcpth to Saturated Soil: 4 (in.) _c Local Soil Survey Data Other(Explain in Remarks) Remarks: „.. - - •Jul -09-98 04 : 09P Theresa R. Henson (206) 756-0370 P . 25 Data Point: / of 1 SOILS Map Unit Name: R.A(.0 5,. 1�� Clad Iouwt Drainage Class: + 4rt_j r_54;nect Field Observations Taxonomy (Subgroup): FkikJ t Ili;c PA el.4?u.x OS Confirm Mapped Type? 421, No Profile Description; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, Witches) (Mansell Moist) LMu1 e11.MQisu Abundance/Contrast Rhizosphcres.etc, 0- la lotig 4)2 lo Mp s 14- 1o0.tn1 )0- t8 IoNre31i _ ; !Oar Hydric Soil Indicators: _ Histosol _ Concretions Histic Epipedon _ High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime it_ Listed on Local Hydric Soils List -- �{ Reducing Conditions , Listed on National Hydrie Soils List Gl yed or Low-Chronia Colors _ Other(Explain in Remarks) Remarks: • WETLAND DETERMINATION Hydrophytic Vegetation Present? No Hydric Soils Present? No Is this Data Point Within a Wetland? No Wetland Hydrology Present? ( No Remarks: 2-97/DATA r'KMWn'K1I-trh 'Jul -09-98 04 : 10P Theresa R. Henson (206) 756-0370 P . 26 Data Point: 2 of `t' DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: E. , \`e r Sty 19 5+ . Date: 2.-2a - 77 Applicant/Owner: Ole Ai-c k . _ City: 1P c n QA_ Inve ator: Te 1-1 L1 4: N - 1006 -0 1 County: k.n State: w A Have vegetation, soils, or hydrology been disturbed: Yes Is the area a potential Problem Area: Yes o (If needed, explain on reverse.) - - _. VEGETATION - - I2minant Plant Spccits ,Ssiratunt %Cover Indicator Dominant Plant StX.ci.s ,Stratum %Cover Wicltor 1,Phol*r,s e.r.,nd. , 14_ 50 F'►4c. J 1. 2. rep,.1ta1 7ri410. . T 1_o FAC 2. _ _ 3. LA i..,4; c,a .io.cw H - _ l0 1 ci- 3. 4.Dd.cai,�l:s�lonVt*.:4.t H tin Pt<tA 4. 5, - 5. . 6 - G. — 7. - _ 7, --..— g_ _ 8. --- Percent of Dominant Species that arc OBL, FACW or FAC(exccyt FAC-). s-Dominant seics. 10 0217 �.�y Cowardin Classification: Lk g i , Remarks: 2070 0 ft t n 3 ro‘,..,1d - 5f`0.- Lte 1 • HYDROLOGY _ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators /1 ()rte. _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: /JvA- Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: 0 (in,) 12 Inches Depth to Free Water in Pit: Q (tit) Water-Stained Leaves Depth to Saturated Soil: O (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: ._z w - .. -- ,,,_,. _ .. ,Jul -09-98 04 : 10P Theresa R. Henson (206) 756-0370 P . 27 Data Point: 2 of N SOILS —„ W c l f Map Unit Name: 1��S Drainage Class: „ 1, dv ; ci Field Observations 'Taxonomy(Subgroup): `_— Confirm Mapped Type? dig, No _ Prori_cDcst,ljoUQn; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munscll Moist) (Munsell Moist) Abundance/Contrast Rhi..osnberes, etc, d 20 Ian{ R YJ-,.... - cjra.cieii) ScinAy _loo.rv\ Hydric Soil Indicators: 1J O K—R... Histosol 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 on National Hydric Soils List Gleyed or Low-Chroma Colors Other(Explain in Remarks) Remarks; WETLAND DETERMINATION Hydrophytic Vegetation Present'? IMP No Hydric Soils Present? •es Is this Data Point Within a Wetland? Yes C) Wetland Hydrology Present? Yes Remarks: 2-97,DATA.FR WI•R H•teh .Jul -09-98 04 : 10P Theresa R . Henson (206) 756-0370 P . 28 Data Point: of y__ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: i, J&I l ) S W Date: -'o - Y 7 Applicant/Owner: l•?id 'A < - k City: Re Investigator: - 14 Lob H -10 0 6 - I County: K I 61 5 State: k)/4 Have vegetation, soils, or hydrology been disturbed: Yes Is the area a potential Problem Area: Yes (If needed, explain on reverse.) VEGETATION r _ DoininanLPlant Species Stratum, %Covet Indicator Dominant Plant Species Siatlttri %Cover indicator 1. l H 10Z) 0.,-) 1. _ 2. 2. 3. 3. 4. 4. _ . 5. _ 5. - - 7. 7. 8 �--- 8.Percent of Dominant Species that are OBL, FACW or FAC(except FAC-). '`-Dominant species. - 10 07a Cowardin Classification: '�t u.5 1.ri.'1L e ',Nettr`le r1�' T Remarks: HYDROLOGY LL _ _ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream, Lake, or Tide Gage 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 Oxidized Root Channels in Upper Depth of Surface Water: 0 _ (in.) 12 Inches Depth to Free Water in Pit: 6 (in.) Water-Stained Leaves Depth to Saturated Soil: '-j (in.) ) 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 "i SOILS Map Unit Name: �� e '� S l� L ��t, iear+'1 Drainage Class: pvo t' I 41.rQi rt-Q� Field Observations Taxonomy(Subgroup): ' I kdeh'ri L [IA?la vA a¢tS Confirm Mapped Type? No Profile sgilp!iQn: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Mansell Moist) Abundance/Contrast Rhizospheles.elc, o- y .SY 3f S /oo.►,-t y -}g iov23/1j�-J �/o.tt 1 0 Co4s1 Hydric Soil Indicators; Histosol Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor — Organic Streaking .. Probable Aquic Moisture Regime X Listed on Local Hydric Soils List Reducing Conditions . Listed on National Hydric Soils List LC Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: 1t ; Sk D 4-5 ten;L S WETLAND DETERMINATION Hydrophytic Vegetation Present? dab No Hydric Soils Present? Iwo No Is this Data Point Within a Wetland? Yes No Wetland Hydrology Present? 'es No Remarks: 2-97/tM FA.H'RMfrRH-tih • .3ul -09-98 04 : 11P Theresa R. Henson (206) 756-0370 P . 30 Data Point: y of Y SOILS Map IJnit Name: F 1 I Drainage Class: Field Observations Taxonomy(Subgroup): Confirm Mapped Type? (A No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inGtle$) (Mansell Moist) (Munsell Moist) Abundance/Contrast liz.osoheres_s tc. 0-20 104 R y t3 gravvelt s1n,i_ Loam tivdric Soil Indicators: N 0 v4.-2_ Histosol _ Concretions Histic Epipedon High Organic Content in Surface Layer Sull-idic 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 Hydrophytic Vegetation Present'? en No Hydric Soils Present? Yes `• Is this Data Point Within a Wetland? Ycs o Wetland Ilydrology Present? Yes •. Remarks: 2-o7/D ATA_t:R.Ntrf ktt tlttt. 'Jul -09-98 04 : 11P Theresa R. Henson (206) 756-0370 P . 31 Data Point: y of DATA FORM ROUTINE WETLAND DETERMINATION + Date: -'ZO 9 7 Project/Site: £ . 0 K\\< I S W Icl S Applicant/Owner; L.P t- Arc 4, • . City: _k e n l o✓1 lnvesti&ator; T(Z NA lob #; l - t 6 O e —0 ( County; k 1'n i3 State; WA Have vegetation, soils, or hydrology been disturbed: Yes No Is the area a potential Problem Area: Yes `. 10 If needed, ex.lain on reverse.) _ -. VEGETATION — — . - DorninanLPtant Species Stratton %Cover Indicator Dominant Plant Species Stratum 'yq Cover Indicate[ 1. Cli;sKS 14.o f+ot:,.-S sJ 3 N� 1. - 2. f liala^f.i 4ruLnd, H 2Q FA-LL.) 2. 3. 9 di.ciy is (310 nit Nit-a R ' O PA U 3, 4. _ 4. — 5. . . 5. 6. _ _ _ 6. 7, 7. - 8. _ 8. _— — Percent of Dominant Species that are OBL, 3 yt� FAC W or FAC(except FAC-). •-Dominant species. e _- _ Cowardin Classification: u2 10.11d .. ._ - _ Remarks: 2 O 7o c a,le r` of uk n�d e a t i�;ed sass Spec•es HYDROLOGY _ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators FI veV— _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 Q Drainage Patterns in Wetlands Oxidized Root Channels in Upper Dcpth 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. Henson (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 1. 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 di. Food Chain Support A 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 FIooded 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, Flood 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-l 006-01 .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°/u 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-1006-01 Ju.l -09-9/3 03 : 25P Ineresa rc . r-ienson (coo, Fv-v.i�., P . 01 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. 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-1006-02 •3u1 -O9-98 03 : 25P Theresa R. Henson (206) 756-0370 P . O3 Data Point: / of 9..3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: _L 40 A,r-e S w s W l y*k S* . Date: 2 - 21- rf 7 Applicant/Owner: L Ni) . City: ftertt-o el Investigator: -1 as t o Q, County: ki e • State: WA . Have vegetation, soils, or hydrology been disturbed:/ - 4$L• Is the area a potential Problem Area: o (If needed, explain on reverse.) VEGETATION _ Dominant Plant Species Strata. %Cover Indicator potninant Plant SSpccte Stratum °/u Cover Indicator 1. Eve st-cc , p '4e.,s.s f1 cc) Ff}c 1. - 2.C7+;, ��5 ti.i 2, I . rn tolf.c f1 :2 l fie cA. 4. L .4 c C.,-1'1.C: L 4. - 5. 1l La .t r rn r- fl r .i. 5. 6. 6. 7- - 7. - - 8, g- - Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-). •-Dominant \\species. Cowardin Classification: u 7 1 a..Y\c Remarks: • HYDROLOGY - X Recorded Data(Describe in Remarks): Wetland t iydrology Indicators N r _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: t A 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: II isrk,rt a c L c1 , t-c. k I 0 /1) a S`l- ktz / ' Jul -.09-98 03 : 26P Theresa R. Henson (206) 756-0370 P . 04 Data Point- d of SOILS • Map Unit Name: Payt Si 1 1 4 �0.`l to-((1 Drainage Class'. Field Observations Taxonomy(Subgroup); r) v e n C. }-4.a p a?vQ 0S Confirm Mapped Type? Yes No Profile Description; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Munscll Moist) Abundance/Contrast Rltizospiicres.etc 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 Glcycd or Low-Chronvr Colors _ Other(Explain in Remarks) Remarks: + f D 1 1 S b e10�ti I'.Z w c tti���cc c' C ` 7 a So;I co 10 r C on c 4., no+ pep ` seiriC -) o� ti C.0 c rlS. WETLAND DETERMINATION 1 lydrophytic Vegetation Present? Yes 110 Hydric Soils Present'? 184 Is this Data Point Within a Wetland? Yes ay Wetland Hydrolofy Present? Yes No ,LhYc.lri)/c.'g Remarks: 5 ; 15 k`f'fI. try..( I't o,t`� �,(Q u S` r rt P D is--`}--tot CJ' 56i 15 5`1 ki/ ( `fv cie Ise ±c, ctirJ 024 terf // p !--'l . l7r>/+74 ✓rtivl`)-- p fa/Hs s.,r► 'c&N y-v 01 a'}-ca 3- V 2 97/I)ArAFRM/TRH-trh 'Jul -'09-98 03 : 26P Theresa R. Henson (206) 756-0370 P . 05 Data Point: 2 of 23 DATA FORM ROUTINE WETLAND DETERMINATION • Project/Site: L.'n d A✓t. 5 Li c SiA.)_j qth c3. Date: 2-11 9 7 Applicant/Owner: 1.?I,l Arc.1,'. City: Reroioyt Investigator: TR I-1 Job #: N `t0d6 - oZ County: k,'lin State: (/A Have vegetation, soils, or hydrology been disturbed: es No is the area a potential Problem Area: e No (lf needed, oxplain on reverse.) VEGETATION �. Dominant Plant Species Stratum %Cover lndiclttor Dominan plant SDecic 1attunt ^/U Cover Indicator 1. I.0-3 c Co t••n;c.,t,,.'-,11___±). 10 FAG 1. - _ 2. Fe ca (-1,-.4. :s 14 ';P i'l CLl 2. 3, tan-kt tuci cv- A _ru.fe C)91_ 3,- _ 4. - - 4, - S. _ 5. - (;. 6. 7, 7. . 8 8., Percent of Dominant Species that are OBL, FACW or FAC(except FAC-)._ *-Dominant species. Cowardin Classification: ",., ` Remarks: 47 cam., rt ct e'" A' � c- 30% O Pe n q r`au.Vle p r2� (S HYDROLOGY _ y, 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 +N p6Lketr Oxidized Root Channels in Upper Depth of Surface Water: 9-- . (in.) 12 Inches Depth to Free Water in Pit: ( (in.) _ Water-Stained Leaves Depth to Saturated Soil: 1 (in.) _ Local Soil Survey Data Other(Explain in Remarks) Remarks: (A? p,�_r- -� 1 b 4- SIJ , J ,S c��Lk t�i`t`e d 1 so 1 Is b 10 L,0 ,1 min 3 + (1)u-f 5-„_4-1.,rri..t tit , su r -ra_c P Pc) el d: yet pl 'Jul -09-98 03 : 26P Theresa R. Henson (206) 756-0370 P _06 Data Point: 2. of 73 SOILS Map Unit Name: ?.t sel— 5I 11 j . cL la.-rvt Drainage Class: Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Ycs alp Florae Description Depth Matrix Color Mottle Colors Mottle Texture, Concretions, finches) (jviunsell Moist) (Munsell Moist) Abundance/Contrast Rhicosphetes.etc. p— j ,S ! y 1 I r-a X.11 4r&L1d li iOaM I s 9 /0 za_uQ1i GaruAy..�� IUarn Hydric Soil Indicators: N one_ I O 'I p f-- he do tJ (iistosol _ Concretions Histic Epipedon High Organic Content in Surfacc 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-Chroma Colors _ Other(Explain in Remarks) Remarks: ` S or /5 below 12 I' 510 eo,iPa.c-led d-'j WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes ia Hydric Soils Present? Ycs ® Is this Data Point Within a Wetland? Yes CD Wetland Hydrolo Present? r c,Ve No Remarks: 1P(-cc VI-a q J E- J 4-c I/ nog- a- - e.!Z1 c'C i C. Onty ,n ef,-,/r.�t - 2-y7/DM A,FRM, RH-trh ' Jul -09-98 03 : 26P Theresa R. Henson (206) 756-0370 P . 07 - Data Point: 3 of Z,3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: �; Aye, SU) f Sw 1`tllt 54. Date: 2 -21- 9 7 Applicant/Owner: LPN A,,), City: /een'z n Investigator: "71.l . Job # tl - 10o L-o2_ County: k"'K9 State: wA Have vegetation, soils, or hydrology been disturbed: No Is the area a potential Problem Area: No (If needed explain on reverse,) VEGETATION ___y Dominant Plan Species Stratum %Cove( Jn icator Dominant_Elani Species Stratum `Y2oyer indicator 1. l'qL.;..14.4.s rickol S}1 10 F R C 1. 2. res - c a pr..geris i t /-i .gyp PNC(.t. 2. 3, rno55ec 30 ,U-r 3. 4. Lc' u f Corn c 1(t..-t u.c 4 ' n Fro C. 4. .__ 5, S- 6 6. 7. 7 ,_..__ . 8. — _ 8. _ r . Percent of Dominant Species that are OBL, FACW or FAC(exc pt FAC-). '-Dominant species. 50 Cowardin Classification: Remarks' 307o D Pe n r-r„,„d gRx....,k J S.'l_ HYDROLOGY . - X Recorded Data(Describe in Remarks): Wetland Hydrology'Indicators Stream, Lake,or Tide Gage ) Aerial Photograph _ Inundated _Other 1t 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: _ (in.) 12 Inches iDepth to Free Water in Pit: (in,) Water-Stained Leaves Depth to Saturated Soil: n (in.) _ Local Soil Survey Data — Other(Explain in Remarks) Remarks, lJe /v tO 3 So; I 4 o / scJ+u r-cA c! ?._c k. "1"17 G ku_L-k 414 5 0-rte_ o i k 3 — 71 — 17 S a ; 1 h 0't d — el o ?a R e e J l.AIr,L r, . Jul -.09-98 03 : 26P Theresa R. Henson (206) 756-0370 P . 08 • Data Point; 3 of 2 SOILS Map Unit Name: ukB S 14i� IU cztV\ Drainage Class: , Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes (T)7 Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, LinchcS) (Mnnsell Moist) (Munsell Moist) ANgidarzLcallasi Rhiio hcres,ctc- - S y 9 j2 7v O✓tQ S a.rl Ct IO ck_tYl - 5 fsra I Ij 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 GIcyed or 1-ow-Chrouna Colors _ Other(Explain in Remarks) Remarks 1 Sep 1 5 g_ rrL.'tt-e P S F rej- So 4 IS c42+ VI-LE E " 8eIo,3 l '' so; Is 'fo dense Lk) c4 t2:2 e3r ( vte(1 `f.� 5ef- c3 n n ci c 6 16- S o; 15 7'p w N LA, B o Alf k c 1 e J AA- WETLAND DETERMINATION Hydrophytic Vegetation Present? Ycs gr, l-tydric Soils Present? Ycs Ithp Is this Data Point Within a Wetland? Yes o Wetland Hydrology Present? Yes o) Remarks: 2-97!DATA.FR MrrR H{rh • • Jul -•09-98 03 : 27P Theresa R . Henson (206) 756-0370 P . 09 Data Point: y of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: I.' A Li w t S w 19'tli S t• Date: 2- Applicant/Owner: L.P N A r-r-k • City: R e r'/ Investigator: Trt N Job k N-i oa 6 -n 2, County: k� .+5 State: Co 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 PeminanlPlanL, cis (caWum '%Covet Indis'a1Qr 1. E✓'far lta rlc SP. H `i() 08L I. 2. ,poi" ' Corn;c'-I,1,43 14 O J}L 2. 3. (=es+ c p nstS /-J 1U Fx}Cv1. 3. 4. p Iu+1in n rn aj o r 1+ / 0 F R c LA. 4, 5, .Su- us S H 10 FJ4CLJ 5. 6. 6, 7, 7. 8. — _-�— 8. Percent of Dominant Species that are OBL, $��� FACW or FAC(accept FAC-). *-Dominant species- cy Cowardin Classification: �- Remarks: d P p:1/42.s5 r O✓tci, ci4- e fl c� a`{ cl c_i 2ao'k 75 ' HYDROLOGY y Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream, Lake, or Tide Gage Aerial Photograph 4 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: (in,) Local Soil Survey Data Other(Explain in Rcmarlcs) - - vt, � p c,1 j��c 1 wt7. Q Remarks: IDS? �1� �- ecJ►t c�.rC. ' Jul -'09-98 03 : 27P Theresa R. Henson (206) 756-0370 P . 10 Data Point: ci of '2 SOILS Map Unit Name: ru ei 5 1 �� �t <«4 icia_0 i Drainage Class: J .J J Field Observations Taxonomy(Subgroup)' Confirm Mapped Type? Ycs o Profile Description; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, finches) (Munseil Moist) (Mansell Moist) Abundant /Contrast jthizospheres.etc. 6- 12 5 y 5 `! 516 C. o „w,t C7�e J l� 5, I4 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) Remarks: be /o u) Ia 50,7s (kJ ci p n SE `/b cf: q �I1-btou�k rnut-41e S ctkt fiki-Sen` —J ,` c`s,` arI m sle re s WETLAND DETERMINATION Hydrophytic Vegetation Present? ®e No Hydric Soils Present? No Is this Data Point Within a Wetland? Ycs?No Wetland Hydrology Present'? Xelp No Remarks: Co « be. ro '61« t t- -' (c<n cl ccrtQc_ 'tOi( i k e l , _ c(e p s ----- I a a- qe9 � W i i� -cc)!` ki-Gt S rev? uv r O c( C- . tick man ���S t<-r•rcif-<'�n h �� I I _ • S� n2C�r✓t��ci✓tQ� Wo�.(c( �� Co'1f<cli� 5..Hi 5 " ' /S car--- vt� . 2-9 7,DA I'A.FRM/I'RH-uti r , Jul -•09-98 03 : 27P Theresa R. Henson (206) 756-0370 P . 11 Data Point. 5 of 9-3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L,n d A oc S w E S w 1 9A.S Date: 2—2 1— ci Applicant/Owner: 1. PN 4rc.L'. City: )ce/1`icei Investigator: T R H Job i s H- 1 a o G -0 2 County: ►e t'49 State: w/4 Have vegetation, soils, or hydrology been disturbed:/ es No Is the area a potential Problem Area: Yes No (If needed, explain on reverse.) VEGETATION �_ua mziant Plant Species stratum %Cover Indicator Dorni.nant_Plant Species Stratum %>Cuvst Indicator 1. Pcetkl� Fe-C 1. 2, e it:cc V s c'sa. 4- 10, a- 2, 3. Fr_S-fuca 2D F-ekt.t. 3. 4. Aloe€c u t.c5 50 o7 & 4. -- - 5 5. 6. — .. 6, 7. .- 7. - - 8. 8. _Percent of Dominant Species that arc OBL, FACW or FAC(except FAC). *-Dominant species, > 5 7G Cowardin Cla sification: '- _ Remarks: IIYDROLOGY .--.s 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 Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water-Staincd Leaves Depth to Saturated Soil: O (in.) _ Local Soil Survey Data Other(Explain in Remarks) Remarks: )i rl e.ck- 5t.,J,LA e_ c k /1 et-v vtG Swcc I e `t- --f 11 S W (.o r-, N 0 S cc 1- S C) I S b L)c J ff �0.r- 2 ", (as-n 4- bet c (� V-r- 5,' n 0 n �`' -c((�7 n o pD,��l e (.1�1-G�K r- �j uL -- P J. `IS Ca.T-u t�cA z_ • Jul -09-98 03 : 27P Theresa R. Henson (206) 756-0370 P . 12 Data Point: 5_of '�33 SOILS Map Unit Name: Pk,t_3P4.. ; I4 C ICLII f octr i Drainage Class: ..) Field Observations Taxonomy (Subgroup): Confirm Mapped Type'? Yes No Profle D scrintion: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) fls'unsell Moist) IMunscll Moist) Abundancc/CSU1I[act Rhizospheres,etc. 6-8 51 VI 1 itiovuL 5c tic lv« ►1 Sy Li a- no rUL ----�- sin d J c,C m I t}dric Soil Indicators: Al o'F a.-{- 1 0 t _ Histosol Concretions _ I Iistic 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) le Remarks: h a I vLO I Q 5,, I S /.a e c) rrr p«c.4- ' d a-S?h-elI ? Ori ec_k3e D4 WETLAND DETERMINATION Hydrophytic Vegetation Present? No Hydric Soils Present? es g' Is this Data Point Within a Wetland? Yc No Wetland Hydrology Present? Yes 'o Remarks; s Z-97/DATAFRM?RH.ut, ' Jul -,09-98 03 : 27P Theresa R . Henson (206) 756-0370 P . 13 Data Point: of `-/ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: Co d A y e 5 t. 5 c.J 19 S+ Datc: '1 - 2)-9 7 Applicant/Owner: P N R��k�' e_ City: tee()too Investigator: T I f4 Job #: 4-- IOO 6 -CZ County. k c State: tu 1} Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: e No (If needed, explain on reverse) .. , VEGETATION pontinant Plant Species Stratum %Cover Indicator Dominant Plan(Species Stratum %Cover Indicator t. S u fr4$n$,j I ._ &o ACM 1. - 2. A,,ro s+i c 2.9 FAC-tAi„ 2. 3. _ 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, 5 Q Cowardin Classification: ......, ,,n Remarks: HYDROLOGY ?( Recorded Data(Describe in Remarks): Wetland Hydrology Indicators /t)U Stream, lake, or Tide Gage _XAcrial Photograph Inundated Other Saturated in Upper t 2 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: _ I (in.) Water-Stained Leaves Depth to Saturated Soil; /t (in.) / Local Soil Survey Data 1 Other(Explain_in Remarks) Remarks: d1 a_ A e I�, qr 1 {� c r Il v c r S -D e J> Y� Wet r 1‘.1 tic4. ? 1.4 Gucc S /S it 'JuI -'09-98 03 : 28P Theresa R. Henson (206) 756-0370 P . 14 Data Point: L of 23 SOILS -- _ Map Unit Name: 1 tel 5% C I rA y toe.n'\ Drainage Class: J .J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Ycs }profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munscll Moist) (Munscll Moja) Abundance/Contrast Rhixosnbcres.etc. 0-5 5 y V) rvv _ 5,1,l r_ 143 104..nn 5- 18 5 V a, rl.v►t& 41' r,d l i ,5c& tlydric 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: Me. 5� C , /�leces- o'•C 5`! YJI eri xe � JO /b' WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes e Hydric Soils Present? Yes Or, Is this Data Point Within a Wetland? Yes 1120 Wetland Hydrology Present? Yes o Remarks: - 2•97/DA1 A-FRNirTRH4cii • Jul -.09-98 03 : 28P Theresa R . Henson (206) 756-0370 P _ 15 Data Point: '1 of 3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: hil A e. 5 u3 f S W i I' Sir Date: 2 - 21-Y 7 Applicant/Owner: L.f'N A+'cI,', City: Rene Investigator: TRH Job #: 4 -1006~off _ County: ki/75 State: LuA Have vegetation, soils, or hydrology been disturbed: Yes No Is the area a potential Problem Area: Ye No (If needed, explain on reverse.) VEGETATION ri2tlt'nant Plant Sv les Stratum %Coy .r Indicator Dominant Plant Species Stratum %Cover Indicator 1. R•e.b.cs tl'_5(.-0r- () FI LL 1. 2. Fes i- « robe.151 )1 '><C? FIB C m- 2. 3. Cyfi S u4 _5( or°-6 .Sh f� 3. 4. A5rv_51-i5 5p. N 20 Fr LJ 4. • 5 5. 6. 6. 7• - _ 7. 8, _ 8. Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-). *-Dominant dies. 3 3 2p - Cowardin Classification; - -- Remarks: I1YDRO1.0GY . Recorded Data(Describe in Remarks): Wetland Hydrology Indicators f.} Q Yt-t _Stream, Lake,or Tide Gage Aerial Photograph Inundated _Other Saturated iu Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Field Observations: P" 0)V- - Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: 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: - 1 ' Jul209-98 03 : 28P Theresa R. Henson (206) 756-0370 P . 16 Data Point: _7 of').3 SOILS \\'' II Map lJnit Name: P��t'1- 5 �'! u C loci t'✓\ Drainage Class: •J J Field Observations Taxonomy(Subgroup): _ Confirm Mapped Type? Yes co Profile Description: • Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) 1Mtin ell MoisI) (Munscll Moisll Abui ance/ pntrast Rhizospheres. etc. b-l':!_ S / (00 _ S 0_4 I C 1a-j Hydric Soil Indicators: 0 lAk. N 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 Gleyed or Low-Chroma Colors ^ Other(Explain in Remarks) Remarks: be It)Lk.: 1'. t' ��% ri e aS e ik) 6-ftLot I S .p Ike,s ell . WETLAND DETERMINATION Hydrephytic Vegetation Present'? Yes Hydric Soils Present? Yes o Is this Data Point Within a Wetland? Yes(N) Wetland Hydroloff Present? Yes o) _ Remarks: 2-97/DATAFRA rrR[Iufi Jul '09 98 03 : 28P Theresa R. Henson (206) 756-0370 P _ 17 Data Point' 8 of L3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: 1- 'Yl ci. A o e s 13 f S Lo 1 Rlk S f- Date: 2.- Z I "I 7 Applicant/Owner: 4.?A) A rc k', City: �,ee n its vl Investigator: Tie N Job #; /4 • /006 -o Z, County: ce%vt State: w 4 Have vegetation, soils, or hydrology been disturbed: e No Is the area a potential Problem Area: Ye No (If needed, explain on reverse.) VEGETATION m„ DorninantYlant_Specics Stratum %over Indicator Dominant nun Species Stratum %Cover Indicator 1. �v,)>�5 c_I;s,.4-,►or sh 10 FAc U. 1. 2. Fes (u Ps�it rIS_ ( 2 0 FP t.c. 2, _- 3, Lv4.&c Corn,c.ykCluc, l- 10 FAQ 3. 4. Tr:4tlium ref' S K 1c? CCU. 4. 5. /a na Qric.t t MG-r5nr,'i' c 1-1 Truce F4-t 5. 6. 6. ______ 7. 7. ` u, _ 8. .. - Percent of Dominant Species thin arc OBL, 5 FACW or FAC(exce t�FAC-). *-Dominant species. - , - Cowardin Classification: — Remarks: 50 ]o O Q e i1 S r c, \cl cR /`cL.ve, , HYDROLOGY - - V Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream, Lake, or Tide Gage X Aerial Photograph Inundated _Other Y.. Saturated in Upper 12 Incites 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 — L— (in.) _ Local Soil Survey Data / Other(Explain in Remarks) Remarks: S t'c%-2 , .a i r1 '/ . 'fd,D / a 7r S lG , I , S!?n//'''- cte?reSS,ovl W) cJ/4e.(1 c1r H 1 el `J_ e St Cat .� r- r1 (( -0 SI O R- 3 — h _ q7 �P StyY �, [c y-t.r.'" i p Jul -.09-98 03: 29P Theresa R. Henson (206) 756-0370 P _ 18 Data Point: 8 of 2.3 SOILS n `' .5 Map Unit Name: t"„tn P - i1� C LcL�y /ock.rvi Drainage Class: - J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Ycs to . Profile Dccriajion: Depth Matrix Color Mottle Colors Mottle 'Texture, Concretions, (inches) ablunsell Moist) (Munsell Moist Abundance/Contrast Rhizosoheres,eic. b I s`r `t/ Noun — , Si'tctee)I s c.yiJ /ours Hydric Soil Indicators: Now I Iistosol Concretions Ilistic Epipedon High Organic Contcnt in Surface Layer Sulfidic Odor ,T Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions • 4 Listed on National Hydric Soils List _ Glcyed or Low-Ghrom:r Colors _ Other(Explain in Remarks) Remarks: b c I o te) IQ_ �� So : I c sza d e n,c_ Spa cI a WETLAND DETERMINATION _ , Hydrophytic Vegetation Present? Ycs Hydric Soils Present? Yes Is this Data Point Within a Wetland? Ycs i Wetland Hydrology Present? Yes l _ Remarks: 2-97/D AT A.F RM/T R Ii-+lh • ' Jul - 09-98 03 : 29P Theresa R . Henson (206) 756-0370 P _ 19 Data Point: 9 of 2 S DATA FORM ROUTINE WETLAND DETERMINATION s Project/Site: 4 0 4 5 Au t tJ 4 t ti rt'Si• _ Date: `4.1 -9 7 Applicant/Owner: _ L.. P N Ar:� City: B e rl 1-e rt Investigator: 7-- 1-1 J4tt #: N - 100 6 -0 a. County. klJt Y1 State: wA Have vegetation, soils, or hydrology been disturb - Yes No Is the area a potential Problem Area: Yes No (If needed, explain on reverse.) VEGETATION ,. - Dominant Plant Species. Stratum %CovVY Indicator Dominant Platll Species tr %Cover Indicator 1. Fe17..•.r - pc,%.4eis.s 14 Z.Q FA[L, 1, 2. A 5 ir•r S i cp, ,4 2 D rek—plc,: 2, 3. 3. 4, 4. 5. - 5 - 6, - 6, - 7. 7. - -. K. _ 8. . Percent of Dominant Species that are OBL, FACW or FAC (except FAC-). *-Donunant species. 5 ti,. Cowardin Classification: _ . .. .,.T Remarks: HYDROLOGY yRecorded Data(Describe in Remarks); Wetland Hydrology Indicators _Stream, Lake, or Tide Cragc . - . 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 Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (iei.) _ Water-Stained Leaves Depth to Saturated Soil: ) -'2 (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: / P 2. i t cJ ax--i-t,�r-c.L 4-e-(1 , F e(o `f S Li) z NO Lt-t.vra`4_d e_e t.r Sr t p7 1 -1 - 7. s v ,' 1 S 1'4 4746- g ' Jul '09-98 03: 29P Theresa R. Henson (206) 756-0370 P . 20 Data Point: 9 of ).3 SOILS Map Unit Name: Puc�s±4 5, 1`� C(c-ta /ou ___r►i Drainage Class: J J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Mansell Moistl Abundance/Contrast Rhizosplicres-els. 0-3 S`i 9) 1 nAo /vriOf_ So.rnci j jv«h•1 3 I g ! '1 f «e 1� s u tra y /oQ,v7 Hydric Soil Indicators: A o K.e a 1- to laistosol Concretions Histic Epipedon High Organic Content in Surface 1,ayer 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 ttvdrophytic Vegetation Present? Yes 4 Hydric Soils Present? Yes 00 Is this Data Point Within a Wetland'? Ycs No Wetland Hydrology Present? Ycs Remarks: 2-971[ATA.FRWVT"RIl' h . Jul -,09-98 03 : 29P Theresa R. Henson (206) 756-0370 P . 21 Data Point: 1 Oof 2� DATA FORM ROUTINE WETLAND DETERMINATION • Project/Site: L� n d Abe 5 c.) 5 SW 1 q t4' 5-1- Date; 2-'iJ- 9 7 Applicant/Owner: L P!o R e e k . City rCerVh h Investigator: T .H Job #: t -100 6 -92- County; State: W� _W Have vegetation, soils, or hydrology been disturbed; e No is the area a potential Problem Area: Ye No (If needed, explain on reverse.) VEGETATION ps:tniininitIlaiaLSuccics Stratum %Cover Indicator Dominant Plant Species Stratum '%Cover c tZ l. Lolvf C'vrn c.&ttfems N 3C? FPG 1, -- 2. en,ctn3vcc11 a V;se.. Q -1 40 C — 2. 3. crt jrwl-LasI5 h1 ip FM Ll 3. 4..1/ Iv Qs' sp 0 O 8 4 4. 5. 5. 6. _ 6. 7. 7. —_ R. S. Percent of Dominant Species that are O13L, FACW or FAC (except FAC-), *-Dominant species. 5 O Cowardin Classification: Remarks: HYDROLOGY Recorded Data(Describe in Remarks); Wetland Hydrology Indicators Stream, Lake,or Tide Gage _g 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 Survey Data _ Other(Explain in Remarks) Remarks: Te 5 ? i ✓t S eeJ e GrJ/ /o c{L �.jY� I : c�ce i>Z c ed-s` -pi. end , - Jul , 09-98 03 : 29P Theresa R. Henson (206) 756-0370 P _ 22 Data Point, la of '2-3 SOILS Map Unit Nanie: Pu e �- S; 1 C�c� /v u r1 Drainage Class: Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes C o Profile DescriptioNI; Depth Matrix Color Mottle Colors Mottle Texture. Concretions, (inches) (Munsell Moist) (Munscll Moist) Abundance/Contrast Rhizosplicres, etc. 0 6 5 Y cf/Q NUvI.12_ r�x.cc 11_3 ccn4 V. 1ca_fy? f lydric Soil Indicators: N o(1!L Ilistosol _ Concretions I listic Epipedon High Organic Content in Surface La}vcr 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: hP w 6 " y/e2 dip rise qe, d Jcp WETLAND DETERMINATION Hydrophy1ic Vegetation Present? Yes I lydric Soils Present? Yes CgP Is this Data Point Within a Wetland? Yes gitio Wetland Hydrology Present? yes) No Remarks: dret_ t'Lale_ 2-97/DAl AJ RM/FR1l4rh r Jul -09 98 03 : 30P Theresa R. Henson (206) 756-0370 P . 23 Data Point: ] of 2 3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L.etcl AUe 5-13J S S w 19' _5.f- Date: 2- I- Applicant/Owner: A P N A r City: lee nHo h Investigator: TR.1-1 Job /: ht ''00 County: k 5 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.) VEGL'I'ATION I,tinant Plant SpecicS stratum %CQyer Indicator dominant Plant Species Stratum %Cover Indiealor 1, FeS i4 k 'er.,44.,,s;s_1_1 _y_cL PB-L. k I- 2. 14 r rosc;s 9,a F1lC1.4-EtkJ 2.- 3. Tr. -(o,1,'K s" 'P nS _EL 2 O LA c R_ 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. Cowardin Classification: Remarks: HYDROLOGY ---- Recorded Data(Describe in Remarks): Wetland Hydrology Indicators 1L)ci vt-QI _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: (in.) 12 Inches Depth to Free Water in Pit: ______ (in.) Water-Stained Leaves Depth to Saturated Soil: 1:2, _ (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: S 5 0, 1 S c- kJ,r� e � {'�r .� 3 l�o r S . , Ju109-98 03 : 30P Theresa R. Henson (206) 756-0370 P _ 24 Data Point: of 23 Sols Map Unit Name: • C /On_rrt Drainage Class: „- Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes o Prpflc Dscrtption: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mutisell Moist) IMunsell Moist) Abundance/Contrast Rhi7ospheres etc 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 _ R •i. ing Conditions _ Listed on National Hydric Soils List leycd ,r Low-Chronta Colors Other(Explain in Remarks) Remarks: -71 ej 4 p' `1- t K (cc U-,3_ - eL 0 vL h 5` k p d rl O t Se , in0unck . h Ie du5 -1-0 2`j y�o \e1u4.� h y d rvto Q�6ti atA 5 WETLAND DETERMINATION Hydrophytie Vegetation Present? Yes 6y Hydric Soils Present? • Is this Data Point Within a Wetland? Yes 41, Wetland Hydrology Present? leis {IQ) Remarks: 2 97jiA F1'FRMT]RH-rh , Jul -,09-98 03 : 30P Theresa R. Henson (206) 756-0370 P . 25 Data Point: ) of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L'n 4.. /t Of StJ 4 Si43 19141 S f Date: 2 ,Z I- 4 7 Applicant/Owner: L. P N �9 rc 1, , City: R e n'f-o Investigator, TRt4 Job #: 14 •I co`01 County: K+'n 3 State: 10 A Have vegetation, soils, or hydrology been disturbed: - No Is the area a potential Problem Area: No (If needed,explain on reverse.) VEGETATION 51xatuzn %Cover Indicator Dominant Plant Species Stratum %Cover Indicator 1. r'(..s .1 14 '20 FJ4c4.t. 1. 2. 11. rpc4-:s sp. N -30 cu-rflcw 2, - 3, a c 1y I,S 3fin+ta-ru`E-et 1-1 r) FrlC . 3. _ 4, 4. _ -- -- 5. 5,.. 6. _ 6. 7, "7, 8. . _ 8. Percent of Dominant Species that arc OBL, FACW or r'AC(except FACE, ''-Dominant species. 3 3 2c Cowardin Classification; - Remarks: HYDROLOGY 1 Recorded Data(Describe in Remarks); Wetland Hydrology indicators t )e) ►� " 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 Water: .` (in.) 12 Inches Depth to Free Water in Pit: Ott) Water-Stained Leaves Depth to Saturated Soil: t '? (in.) Local Soil Survey Data _ Other(Explain in Remarks) Remarks: by I O JE`(4_ ca.) !- 3 la rs . So`f. S v,-I et_ -- / 7 , Ju1 ,09-98 03 : 30P Theresa R. Henson (206) 756-0370 P _ 26 ... Data Point; 12 of 23 SOILS 1cc.�rn Drainage Class: Map Unit Name: ] �� c:St)`� �I i'��„�_� g Field Observations Taxonomy (Subgroup); Confirm Mapped Type'? Yes No Profile Description; Depth Matrix Color Mottle Colors Mottle Texture. Concretions, (inGl e$) (M LIag,1 Moist) (Munsell Moist) Abundance/Contrast Rhizosphcres. etc t1�g 5 Y Li/ i - f rR.,frell j 5unc («tiM 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 Hydric Soils List Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) 1 \ t Remarks: GL S?Ytd-,I ‘ rtit 1 x P ci cam/ 5 a ; 1 , - AX` cam re ; <J�`S Fi l I t p -)' 1c.� s. t o y WETLAND DETERMINATION 1 lydrophytic Vegetation Present? Ycs Hydric Soils Present? '• Is this Data Point Within a Wetland? Ycs No Wetland Hydrology Present? Yes •o - _ Remarks: 2-97/t)n IArRM'TI I14di Jul ,-09-98 03 : 30P Theresa R. Henson (206) 756-0370 P . 27 Data Point: f 3 of �3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site; Lb'rl 6, 4t1t S t.J S Sw Os' S Date: 2 - 21.9 ? �� Applicant/Owner: A. A rah . City; 1('e,iir 1 Investigator; Ye N jI #; ht 1006 -43 _ County; k'i 49 State: WA Have vegetation, soils, or hydrology been disturbed. Yes ` No Is the area a potential Problem Area: Yes No Of needed, explain on reverse.) ._- VEGETATION „r Dominanl_P_latt Species Stratunt %COygr Indicator Dominant Plant Species 'tr tutu "A Cover Indicator 1, i'eSouca ?c,.' As;s ) 60 , 1A-ct. 1. _____ 2. _. 2. -- 3. 3 -4. - 4. - --� _ 5, .. 5, �, __.-- 6. 6. 7. 7. 8. 8, Percent of Dominant Species that are OBI-, FACW or FAC(except VAC-). *-Dominant species. Cowardin Classification: - Remarks: Q 1) e A. 5 r'o rt a 4710/p HYDROLOGY _ _)[ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators _Stream,Lake.or Tide Gage - Acrial 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: 2 (in.) 12 Inches Depth to Frce Water in Pit: X (in.) _ Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data _ Other(Explain in Remarks) Remarks: `/0 le 3 0 d e_P ike 5 s ,'v v1c,_) ct r.e— V)/ 4,' r L4.'1S, - .. Jul -09-98 03 : 31P Theresa R. Henson (206) 756-0370 P _ 28 Data Point: I3_of_23 SOILS Map Unit Name: C) e.sV C c),. L oc,X \ Drainage Class' J `J Field Observations Taxonomy(Subgroup): _ Confirm Mapped Type? Ycs m Profile Dcscrioti oil: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mansell Moist) (Mui$CII piSt) Abundance/Co11trast Bltizospheres, etc 5 y LI/ j no, 31=uUe1.1 S r?a I( c_c • Hvdric Soil Indicators: , ss u r>,,b t.O 1) Histosol Concretions Histic Epipedon I- High Organic Content in Surface Laycr Sall-die Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List _ Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chronta Colors Other(Explain in Remarks) Remarks: be to►o 6 ' A e n s e_ ` ) G1 �pnS. WETLAND DETERMINATION Itydrophytic Vegetation Present? Yes 62 Hydric Soils Present? Yes ' Is this Data Point Within a Wetland? Yes (N____)o Wetland Hydrology Present? `es No Remarks: re r1L(1 on c_( .►ts e SCI 2.97.1DATA 1 RM/TRl 14411 , Jul -09-98 03 : 31P Theresa R. Henson (206) 756-0370 P . 29 Data Point. 11 of',t.3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L,etjj li ci e Su) 4 StJ l 144t 5`( Date: 2 -2( - 9 7 Applicant/Owner: LPN Arc . City; /ee n'M r7- Investigator: T►t1{ Job tt: N - I DO 6-o a„ County: k irr j_ State: Lu 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 % C i x Indicator pominant Plant Species Stratum (16 cov'er Indicator 1.iPer.lv.5 Tr;640, FoL 1. 2, Fet}ucc 'Jrrtitns45 H I S F14 tlK, 2. 3. Pa. Q..5e`).52 I-1 5 , isA (.-- 3. 4, 4, 5. 5. 6, _ 6, — ... 7. 7. - S. S. Percent of Dominant Species that are OSL, FACW or PAC(except FAC-). *-Dominant species. 3-5 Cowardin Classification: Remarks: C v►4 c ►el-e C4, 6 ) -S '4- l 1 o>Je r- 170 :20 o. ' a_ HYDROLOGY )( Recorded Data(Describe in Remarks): Wetland Hydrology Indicators Stream,T;Ike, or Tide Gage • 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.) 12 Inches Depth to Free Water in Pit: (in.) Water-Stained Leaves Depth to Saturated Soil: b-3 (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: U X �U / a `` t,J/ l — iI " p w.GL9!c r 7 v d t < o►t e b b 1 t? �- c�e 15& cam loader" Sul./S - M Jul -.09-98 03 : 31P Theresa R. Henson (206) 756-0370 P _ 30 i Data Point /y of 2 3 SOILS Map Unit Name: Pcl ri e C; )•\-- C In.4 iObl.01 Drainage Class: J J Field Observations Taxonomy(Subgroup) Confirm Mapped Type? Ycs go Profilc Dcscrjtnion: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Mansell.Moist) (Munsell Moist) .Abjindancc/COftrast Rhizosphcres,etc. o1 I S -c cl e vt Se 1--o ci i J cq o 0_ e J sS c in. cl C o o c l `� r.mob b l e > I (-e e p , C,$-In-2 r C-�,z\4_ct__S. Hydric Soil Indicators: Histosol Histic Epipcdon Concretions High Organic Content in Surface Laycr Suit-idle Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List 4 Reducing Conditions — Listed on National Hydric Soils List Glcyed or Low-Chroma Colors Other(Explain in Remarks) Remarks: rQ ,�41.49 . .r.) C'o n C rtirt? -Q cr=�'of O . t_ � � f 1 ' -• Ylo .Sol IS , ck_ lun y er<ge Of Cc) viCift-e-q- 1"1'& 61:)1e 'fa F 3 'f o'C So I S.i`I-ct.r 'i1 ci 4e vt sv, IS V-o dense Ye c! ,:ci , - WETLAND DETERMINATION I iydrophytic Vegetation Present? Yes No Hydric Soils Present? Yes tap Is this Data Point Within a Wetland? Yes No Wetland Hydrolojv Present? es No Remarks: poddei, e OActiL`1--e rub file_ 1 97/DA'FAU KMfflUl•UiI , Ju1 -,09-98 03 : 32P Theresa R. Henson (206) 756-0370 P . 31 Data Point: L of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: A LI e S w s�i 104 511- Date: 2 -21-4 7 Applicant/Owner: LPN A + z_k, City: Re r 1- vt Investigator: TR_4 JOkz#f^J-1 -1 o o b- 2. County: tc;ng State: 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 .at>sm %Covet Indicator Dominant Plant S cics Stratum %Qover Indicator I. F,°c•Cu r_4-k.ns;s 1 60 LA_ 1. w 2.7 r; fo 1:Lk r, rr V ns,..r. _qgF1-1 c'-L 2. 3. raci s 5.? t] JrfjCic-F(A ., 3. 4. 5 S, 6. G. 7, 7, 8. 8. Percent of Dominant Species that are OBl„ FACW or FAC(except FAC-). *-Dominant species. 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 Field Observations: Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: f) (in.) 12 Inches Depth to Frcc Water in Pit: �� (in.) Water-Stained Leaves Depth to Saturated Soil: 0— 1(1 (in.) Local Soil Survey Data Other(Explain in Remarks)) ' ,n 0. _s I U-7 C '( e * e vz_to z ./ Remarks: Sc) 5 so.. O - (U S o ; (S -71e? P v./ce C..11S e 10 ", LJu-`kr per ck. cl ork_ yi5 b ) q > 5,4_1- S'o, is 1 -iin I� ,Jul -.09-98 03 : 32P Theresa R. Henson (206) 756-0370 P . 32 Data Point: /S of'1. SOILS - Map Unit Name: ,A.T i c ; 14 1..t �c��a I0�t'Y1 Drainage Class: Field Observations -- Taxonomy(Subgroup): Confirm Mappcd Typc? Yes' Elp Profile Descrjpliqat: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, {inches) (Mun$Cl1 Moist) 1Munsell Moist) Abundance✓Contrast RhirosplierQ.etc, d_(v 5 y (-1/ J -- C«vi rk 10Q,rv\ Hydric Soil indicators: Histosol W Concretions �_ Histic Epipedon _ High Organic Content in Surface Layer _ Sulfidic Odor Organic Strrrking - 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: ,lj P_ ! ovJ i U " Y-e, et of e Y-6) ci t n --c�- i 0 cL 1 S P r,Q_jO ct_ e u s*- f (z)fvst° -- _ �c�� ��i Y1 J - ' 1i 50:1, J N11Ytna.i,V hY0r, C. C. 14-4.,-rn.c(1-c44. s4- cS _ WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes Hydric Soils Present? ps o Is this Data Point Within a Wetland? Yes 0 Wetland Hydrology Present? • No Remarks: I9 ,cc.ri — 1 Ma 2d1t �e - -, `-0 -26/ c c 5 . 2-97/DAtAI'kaffMRII-1 h �i�1 ,09 98 03 : 32P Theresa R. Henson (206) 756-0370 P _ 33 1 Data Point. I L of 23 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: L;Act A ti e S W 4 5 64.a t 474' S}� Date: 2-Z I-y 7 Applicant/Owner; L P tit A r ck _ City: !Pe ill-0 v Investigator: T.14 ,(Qb g; H -!Oa 6 -0 a County; t1/41115 State: LIA Have vegetation, soils, or hydrology been disturbed: • No Is the area a potential Problem Area: No f needed, explain on reverse.) VEGETATION Dominant Plant Spoxios Stratum °/R Cover Indicator Dominantl,Plant Specks ,Stratum % Indicator 1. J_o�4c1�+STf�i�c'. 5k ��< 1. 2, Fe.c'+Kc�l p1.��cns�s )4 O �$1 2. 3, C. .S 4ccPa r; I D 3. 4. �et,S+I S cp. H _ t O H�Ct�-FMct. 4. r 5. T . -o\,... r•. r4fe,ts H S _ Fi4 C U 5, — 6, ... 6. 7. _ 7, 8. 8. Percent of Dominant Species that arc OBL, FACW or FAC(except FAC-). *-Dominant species. 5-0 Cow•ardin 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 l 2 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 hit: (in.) Water-Stained Leaves Depth to Saturated Soil: Local Soil Survey Data o S " , - ( Other(Explain in Remarks) Remarks: 1") e 5 r� Sc r��� d to C v�•� vZ� S , .}ease (' Sc�, t - Jul -.09-98 03 : 33P Theresa R. Henson (206) 756-0370 P_ 34 Data Point: 1 ,of 23 Soh[. _ _ I �— _ Map Unit Name: P��C�e`�it l i j C 2 IUc`•r'\ Drainage Class: .lJ Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes t,o Profile DescriptiOn; • Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (Weltes) (Munich Moist) (Munsell Moist) Abundance/Contrast Ithizosoheres.etc. -- &-16 5 `19) 0_ rLa144_ yet. ! lc_s ci Ii- IOmr'n Hydric Soil Indicators: IJD►k_e_ L A— l0 1 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) w Remarks: S v . 1 e q ;el s 3 e `I- A e n s e_ 4 --- 5 t 1 WETLAND DETERMINATION _, I iydrophytic Vegetation Present? Ycs ies. Hydric Soils Present? Yes 'o Is this L)ata Point Within a Wetland? Yes Wetland Hydrology Present? Yes '•• Remarks: , `i So 4-. cl_ . I0 ,, LAov-Jr/ Rai .x.peei Vv A T*(1244..�S4 {�)c• 1Il - 79.14yJ . -- —,- ._ .� _ —�- — --.a 2-97,D A r A.F ttMrrRH.ut+ ..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: _&!1Yi e Ave 5r9 4 s-IA? 17't4 S+, Date: '.2 -21-97 Applicant/Owner: L.?N A t c k City: 2c n`}o 4 Investigator: _ TRH Job ii: f}-100 6 -‘4. County: k i.05 State: t✓/1 Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: e No (if needed, explain on reverse.) VEGETATION DominauL1 Jant Species Stratum %Cover Indicatoo Dominant Plant Spades Stratum %Cover Indicator 1. rr S'fi-K r ck. f ro4erlt0- H 2b AT/IL u 1. _ 2. D—c-Li 1,c ste.w vizi c�. L1 2 O rP, c LA. 2. - Gyp15uSSLFpa-r ; 4. uS IA 2..0 ? `r 4. 5. 5, 6. -- 6. 7. 7, ._^r 8. _. 8. Percent of Dominant Species that are 0131., FACW or FAC(except FAC-). *-Dominant species. '-5 2r7 Cowardin Classification: Remarks: HYDROLOGY . R. „_ - - X Recorded Data(Describe in Remarks): Wetland Hydrology Indicators k--I c)►A.& _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: 1\-1 d -- Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches ucpth to Free Water in Pit: (in.) Water-Stained Lcavcs Depth to Saturated Soil: (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: , ju109-98 03 : 33P Theresa R. Henson (206) 756-0370 P . 36 Data Point: /7 of'Z3 SOILS _ _ _ - Map Unit Namc:_Ps1 t Psi" �.� ; 1't-v ‹.ick j /ourrt Drainage Class: _ J J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches), (Mansell Mt71S1) (Munsel1 Moisf Abundance/Contras( Rhizospheros,stc. 6- 5 'y y/i - ,l A.i c I«.. Li)/c r tC' I -gyp 5 y SJJ nox _ C:1 o ? Hydric Soil Indicators: _ Histosol 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 4, Gleycd or Low-Chroma Colors _ Other(Explain in Remarks) Remarks: Pt?o ct 4 -{-: l l s -c r- 39 ct s`i- b u; lel i rt c) Q ro P U5c�1 . Re m rt.tin4- 50; ) Colo rs , WETLAND DETERMINATION _ , I lydrophytic Vegetation Present? Y s �, Hydric Soils Present? �.iv di! 1 Is this Data Point Within a Wetland? Yes 40 Wetland Hydrology Present? Yes v i0.130 M'' Remarks: ' r- C o id lcS.o( - 1 1, 2.07/DATAIRM/TRHAth . Ju1 :09-98 03 : 33P Theresa R. Henson (206) 756-0370 P _ 37 Data Point: 1 B of 2 3 DATA FORM ROUTINE WETLAND DETERNIiNATION • Project/Site: I,i el 4 A dr 5 Li) 1.5 w 1 q1.4 Ait Date: . -Z I-4- Applica,tt/Owner: LPN A(city,. . _ City. Tt e n 1- n lnvesti',ator: 7 itH Job #; H- loo6- 62, County k;ni - Statc: L,./A Have vegetation, soils, or hydrology been disturb-'• No Is the area a potential Problem Area: No (If needed,explain on reverse.) VEGETATION Dominant P1aLLS.I 5 Stratum `A Cover Indicator un• n 'lant Spccic ,Stratum `1Q Cover ledleator 1. rs5 44,c a iti:5 N 70 `1}Lv1/4. I. 2. P f v c' S •4?. A -LO FRcu--P (. ) 2. 3. 4. - 4, 5. ,_ 5. - 6. 6. _ 7 _ 7, _ ______ S. ,— 8. ,_ _._ — Percent of Dominant Species that are OBI., FACW or FAC.(except FAC-). Dominant species. '2,-, — Cowardin Classification: Remarks: HYDROLOGY -- _ Recorded Data(Describe in Remarks): Wetland Hydrology Indicators IJ 0 yt� _Stream, Lake,or Tide Gage X_Aerial Photograph Inundated _Other Saturates in Upper 12 Inches No Recorded Data Available Water Marks Water Lines ", r Sediment Deposits Field Observations: / v t_ 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' 7 ,j01 ,09-98 03 : 34P Theresa R. Henson (206) 756-0370 P _ 38 Data Point: l e of 2 3 SOILS _ Map Unit Name:p`'k- ;t- I Oa.rYl Drainage Class: • / Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes �o Profile ucscrintion; Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) (Munsell Moist) (Munsell Moist) Abupdance/Contrast Rhizosphercs.etc. 5 Y to ey�QM- S ,1 c l 7..A..)/ 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: Re m rtand- S o 1 <_o hi ri c) -(;' 1 ( .4": 6elou) 6 " Svc S `1-o dense Ste ammoom WETLAND DETERMINATION Hvdrophytic Vegetation Present'? Yes _ Hydric Soils Present'? Yes 4,04, Is this Data Paint Within a Wetland? Yes - • 111 Wetland Hydrology Present? _ Yes .►n Remarks: Kiavt4- .-C * l I co joys , 2-97,DATA-FRMrrRH{rh •Jul --09-98 03 : 34P Theresa R. Henson (206) 756-0370 P . 39 Data Point: 17 of .A 3 _ DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: �i4A Apt S� t Sro 19' 4 S1-. Date: 2 '2-I-47 Applicant/Owner: /,? ICJ A r-k , City: _.(fie !le n Investigator: TR.1-1 Job#: 1-1 -I 0 of -0 2 County; k;el 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 ,. Iutnant Plant Species Stratum %Cover Indicator Dominant D1ant Species atratum (coed' Indicator 1. 5}u.cet_ ?reel, 19 13 5CJ l Lu 1. . 2. PAolec..&r u_s sp )-1 30 b$ L 2. 3. 3. —.._— ..- 4. 4. _ _ _....- 5. 5. 6. _ 6. 7. 7. _ ��- 8. 8._� Percent of Dominant Species that are OM, FACW or FAC(except FAC-). *-Dominant species. a2 Cowardin Classification: Remarks: HYDROLOGY i( Recorded Data(Describe in Remarks); Wetland Hydrology Indicators _Stream.Lake,or Tide Gage . - . _L Aerial Photograph Y. Inundated _Other ,_ Saturated in Upper 12 Inches _.. No Recorded Data Available _ Water Marks _ Water Lines Sediment Deposits Field Observations; _ Drainage Patterns in Wetlands ii _ Oxidized Root Channels in Upper Depth of Surfacc Water; -' (in.) 12 Inches Depth to Free Water in Pit: (in.) _ Water-Stained Leaves - Depth to Saturated Soil: (in.) _ Local Soil Survey Data I , Other(Explain in Remarks) Remarks: _ PO rl .\e d (.t)a_`i-c t` d,1 .k It J..e s o; 1 ,de, t rrcl � st."k 0 3 --*)-97 U r- -‘%-- 2 " eevP► •Jul -•09-98 03: 34P Theresa R. Henson (206) 756-0370 P .40 Data Point: I.q of - SOILS ^^ ' Map Unit Name: 7"\> c 5 F 7-,` C.lct3 /Oc�P1'1 Drainage Class: J J J Field Observations Taxonomy(Subgroup): Confirm Mapped Type? Yes No Profile Description Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) fMunsell Moist) (Niupsell Moist) Abundance/Contrast Rhizospheres.etc. �D 5 y yl j 5 ; Is )c Hydric Soil Indicators: _ Histosol _ Concretions _ llistic 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-Chroma Colors _ Other(Explain in Remarks) Remarks: ID, 1 s dense S ' d 1q be_ au.) Io ' w1►tsul f. \I ((Iv rS WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes ® Hydric Soils Present? Is this Data Point Within a Wetland'? Yes(No.) Wetland Hydrology Present? ereDNo Remarks: (32 jen ;ut e�--1(n u-i c 5 / //ow d e e s s ;6 el O t1 P�+�1 O a J \\S k E'e r c 4.G( wu`�-c.r-- /e K � 1 I S v I S 5.0 1 , co )U IZ(J r !, "re!K4 S i'rC. CC)Vf G�' •11) c el HT/t.N rt 4 C O I J r f. s . . 2-97/UATA-FRWI'R.I I kdl 4111 '-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: Z... n d Abe S W 4 S w J 9lt' S'*-. Date: 2- z 1-4 7 Applicant/Owner: _ LPN rck,.. City' .ee ri i-.2A lnvesti ator: Tie M Job#, H - I 064 -°-2 County: lt.•n5___ State! cvA Have vegetation, soils, or hydrology been disturbed: es No Is the area a potential Problem Area: e No (If needed, explain on reverse.) - VEGETATION -- Dowinantillant Spccics ,Stn. %Cover Indicator porninauPlant pecies Btratum %Cover indicator ), FQ54.., cc� p...4exs'S _ tt , is rict..(,IA. 1. - 2. A3r7P.5l' s s,, I:4 -32 f -0.-I'itc4) 2, 3, [IA cli (310McrJ-v -41 10 F6Cl.L 3. 4. P-1..0 4 i -�t:is - 1 Q 5.4, — 5, ti 6. 7, 7, - _ Percent of Dominant Species that are OBL, FACW or FAC(except FAC-), 0-Dominant species. "2S 2 Cowardin Classification: _ Remarks: HYDROLOGY - - Recorded Data(Describe in Remarks): Wetland Hydrology Indicators t 0 v- - _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. MO✓t-k 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: iriIII Jul w09-98 03 : 35P Theresa R. Henson (206) 756-0370 P .42 Data Point: to of 23 - SOILS , `' A— ' -� -_ l Map Unit Naiuc: ti•_rtt✓�1- .)){ I l C �y °. /00'11 Drainage Class: J J J Field Observations - Taxonomy(Subgroup): _, Confirm Mapped'Type? Yes - 12rojile Description: Depth Matrix Color Mottle Colors Mottle Texture,Concretions, (inches) (Munsell Moist) (Mansell Moist) Abundance/Contras( Rhizosplieres,etc, • 0_.6 5 L 3) 1 -0e i l� s<(11,\I 10,0 .. 1 I Hydric Soil Indicators: N o 04. r vpv c'-i c,( C t 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-Chrotna Colors _ Other(Explain in Remarks) Remarks: j p % } S j d e n s e- V-O ck k n421 D u) 6 / / WETLAND DETERMINATION _ Hydrophytic Vegetation Present? Ycs Hydric Soils Present? Yes Is this Data Point Within a Wetland? Ycs - Wetland Hydrology Present'? Ycs Remarks; 2-97/DATA FKXt/TRH-trh grir 1 -O9 98 03 : 35P Theresa R. Henson (206) 756-0370 P . 43 .- Data Point: Z f of '2.3 DATA FORM ROUTINE WETLAND DETERMINATION • Project/Site: L;+IA A,1Q S O F S w I91k S }-, Date; 2 ` Z IM97 Applicant/Owner: _L P A3__ hr� , City Kerr-tart Investigator: TtN Job #; I-1 - I Doh-0_1. County: ki1y State: WA Have vegetation, soils, or hydrology been disturbed: o/ No Is the area a potential Problem Area: No (If needed, explain on reverse.) VEGETATION Dominant Plant Species Stratum %CRygr jalcator Voininant Plant Species Stratum °L2 Covet jctclicat.or I. A tc`I-:c S?, F=A 3o Ck-Mc0 1. 2, cei �CzL1Q4s.'5 20 F6Lt.( 2. 3, Are()• tutu r4tpenS F+ to FA cu- 3, 4. M.e>s C — -2..O iV i 4, 5. - 5. . !. .. 6. 6. 7. 7. 8. --._ __— _ 8. - . Percent of Dominant Species that are©8I,, FACW or FAC(except FAC-). s-Dominant species. . ,_25.7p__._._ _ Cowardin Classification: _,, _ ..... _ Remarks; HYDROLOGY y _ . _ XRecorded 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: h- ( (in.) Local Soil Survey Data Other(Explain in Remarks) _ 4 c,!'v rvk O, 6 �' Remarks: 5�. - re.`f-tA.r et-LA VI, S ;`>{-e_ o vt 3 r) ` 9? . Sv, ` s ek g Qy-e..,E1 1TT �.. _. r1 - 09_98 03 : 36P Theresa R. Henson (206) 756-0370 P _44 Data Point: zJ of .23 SOILS ` A Map Unit Name: PEA it-,17 S 1 ) y c L 1_ c o rr i Drainage Class: �. J J Field Observations Taxonomy(Subgroup): Confinn Mapped Type'? Yes.' No Profile DCSCription; Depth Matrix Color mottle Colors Mottle Texture, Concretions. (inches) uvlunscll Moist, (Munsol1Loist) Abundincc/('ontrast Ithizospherres. tc. 1 U_ /l,�vte .4 3 �°.11tj S•Ltidi icxx.ty aa �� Hydric Soil Indicators: no►1e e y_p e c K cl 6t- - (0 1/ 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: 5 6., I s --�-r. A a is S Q. `k, A i) .be fU,..J E' !/ WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes M" Hydric Soils Present? Yes ap Is this Data Point Within a Wetland`? Yes o Wetland H-dmlo v Present? es ''§ 7_ Remarks: ,te7L e iyi pc. '4'," - /it-ZY du.�1 2-971UATAFRMJ1}UI41h 'l ' 09-98 03 : 36P Theresa R. Henson (206) 756-0370 P _ 45 Data Point: 2 lof 2,3 DATA FORM ROUTINE WETLAND DETERMINATION Project/Site: C 1114 A d e St,) i. S ts) Iylks'F. Date: 2 -Z.1- 4.7 Applicant/Owner; L P n) FF r'tij 1 _ City: Re!1_' o't Investigator; TRH JQ _Ii.- 1006-02 County; k i vt 3 State: t.,)A Have vegetation, soils, or hydrology been disturbed: 'I No Is the area a potential Problem Area: No (If needed, explain on reverse.) _ VEGETATION Dominant Plant Sme es Stratum °/Q Cover Indicator Dominant Pjdllt Species Stratum %covet Indicator 1. Pel,i-1LLc +r;( ka. -__):t - ID fiti_c 1. 2. Fcs c ts:s M 1_0 Wit. 2. 3. Dtrc}y 1,5 5I i FI ►0 r a c tt. 3, 4. Ayt"c/;5 c _ P._- 110 r19cu-MO 4. 5, 5• ------ 6. _ 6, 7. - 7. . • 8. _T 8. - ._ Percent of Dominant Species that are OBI_, _ FACW or FAC(except FAC-). *-Dominant species. — `) Cowardin Classification: Remarks: HYDROLOGY IX 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 Water: (in,) 12 Inches Depth to Free Water in Pit: (in.)_____\4._ ! Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other(Explain in Remarks) Remarks: 100 lam 1 " So %)S r2o Sc,_,Iu r °k ci Re.`I�krrui - c,'k 0 n 3 — 7 —7 ? /0 0 sa-I, s.c,; 1 s .09-98 03: 36P Theresa R. Henson (206) 756-0370 P _ 46 Data Point: 2 Z of 23 SOILS _ Map Unit Name: , ,rif4• S. 14- L U 10 c re\ Drainage Class: Field Observations Taxonomy(Subgroup): _ _ Confirm Mapped Type? Yes 'o profile DcscriptiQIL. Depth Matrix Color Mottle Colors Mottle Texture, (.'oncrctions, (inches) (Munsell Moil) (Munsell Moist) i!jamdance/Coiliast Rhiggphcres,etc. Hydric Soil Indicators; - Histosol _ Concretions Histic Epipedon High Organic Contcnt 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 X Gleyed or Low-Chroma Colors .1 _ Other(Explain in Remarks) K e m itan`F ll Remarks: �e l vu� S i-. cl e nS e_ `--e] : 4N C; ,k SD, 1 WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes Or Hydric Soils Present? Yes a P Is this Data Point Within a Wetland? Yes, o Wetland I lydrology Present? Yes o Remarks: Pewlctrlt 2-97:1ArA.FRMTR H-trf,