Loading...
HomeMy WebLinkAboutLUA00-034 Li., ,. •I -- ------ - — - - -- ---- - ---- ---- -- --- - ---- - - - - -- iJltlFdy i — - —I, _-i-,^M-R^ UTILITY PLAN CALL BEFORE YOU ell S1 "�•' -�•• 1-800-426-5565 1 b g .: 2.. ¢ P _ 1 ✓® '4 i g6El d0 , -x" i,yC-n`oslm f,.,s. . .._ .... \1 .:b 4 srI I! ... Mn"' ' 0 • it1 �' 3, v, 2s n,. j I—,ry FI exuv.nairn'aulnnts V m_=e s.l`" � : �%.�- )Hff. 4..-0. tg„o E . ,H tl-.{ / ^::u4 1! i GENERAL NOUS F~i 1 Illllf �,I' &i:� "j= �. p; 1 .n ,R . z.. -qitt - _ 1.u.,i f CITY Or RENi(M _ *\ _ uvr a a,c wxxs �.' ` ' umnr PLAN SW�43RD STREET 6l6'14'W u �[,x I650 f OAKESDALE PRELIMINARY PLAT N RENT LAND USE ACTION NO. LUA—XX—XX X—SHPL A PRELIMINARY PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA CITY OF RENTON LAND RECORD NO. XXX—XX—XXX BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. • ' CITY OF RENTON KING COUNTY WASHINGTON �F).. :.gi• SURVEY) -NOTES LEGAL DESCRIPTION DECLARATION OF PRELIMINARY PLAT 1. THE BASIS 0F'iEARING FOR THIS SURVEY IS NAD 1988/1991 AS PUBLISHED ADJUSTED PARCEL I WE,THE UNDERSIGNED OWNER IN FEE SIMPLE OR THE AUTHORIZED AGENT OF THE BY AND ON.ALE WITH THE CITY OF RENTON. THE BASIS OF HORIZONTAL (TAX PARCEL NO.382364-9018-09) OWNER OF THE LANDS HEREBY PREUMINARY PUTTED,HEREBY DECLARE THIS PREUMINAR/ POSITION IS CITY OF RENTON MONUMENT N0.593,WHICH IS A BRASS CAP PLAT TO BE THE GRAPHIC DEPICTION THEREOF. WE FURTHER HEREBY DECLARE THAT WITH AN'%'IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. THIS PRELIMINARY PLAT IS MADE IN ACCORDANCE WITH OUR WISHES AND DESIRES. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE THE SOUTH 230 FEET,EXCEPT THE WEST 598.82 FEET THEREOF,OF THE FOLLOWING AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT ND.1858 BY DESCRIBED PARCEL TRAVERSE AND HELD THE UNE BETWEEN SAID MONUMENTS TO BE NO213'361. THAT PORTON OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 2. THE VERTICAL DATUM IS NAVD 1988. THE BENCHMARK IS THE CITY OF 36.TOWNSHIP 23 NORTH.RANGE 4 EAST.WILLAMETTE MERIDIAN,CITY OF RENTON,KING RENTON MONUMENT NO.1973,WHICH IS A KING COUNTY STANDARD BRASS COUNTY,WASHINGTON,LYING NORTH OF S.W.43RD STREET,LYING WEST OF OAKESDALE INDEPENDENT DEVELOPMENT COMPANY,A WASHINGTON CORPORATION DISK STAMPED'KC—F-72 1993'IN THE CONCRETE SIDEWALK ON THE NORTH AVENUE S.W.,LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO.1,AND LYING SIDE OF S.W.43RD STREET.THE ELEVATOR IS 25.61 FEET(7.805 METERS). EASE OF THE FOLLOWING DESCRIBED UNE BY: 3. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5'ELECTRONIC TOTAL STATION BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W.43RD STREET,FROM WHICH POINT WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO.43 BEARS NORTH ITS: NO'WEST TH' THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE THENCE 7 IT DISTANT: '19 FEET TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. NORTH O1' '17'FRETTTO THE SOUTH UNE SAID UNRINGBROOK SLOUGH DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. DRAINAGE DITCH N0.1 AND THE TERMINUS OF THIS DESCRIBED UNE _ BASEUNE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. ALSO KNOWN AS ADJUSTED PARCEL Y OF CRY OF RENTON LOT UNE ADJUSTMENT NO. ACKNOWLEDGMENT: 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM LUA-98-027—LLA,AS RECORDED IN VOLUME 124 OF SURVEYS,PAGE 211,UNDER FIRST AMERICAN TILE INSURANCE COMPANY SUBDMSION GUARANTEE RECORDING NO.9809239001,RECORDS OF KING COUNTY,WASHINGTON. STATE OF WASHINGTON ) NO.K806091-9K,DATED DECEMBER 22,1999. IN PREPARING THIS MAP, )ss BARGHAUSEN CONSULTING ENGINEERS,INC.HAS CONDUCTED NO INDEPENDENT COUNTY OF ) TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS.INC.AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TINE INSURANCE COMPANY SUBDMSION GUARANTEE. BARGHAUSEN SIGNED THIS INSTRUMENT,ON OATH STATED THAT(HE/SHE)WAS AUTHORIZED TO EXECUTE THE CONSULTING ENGINEERS,INC.HAS REUED WHOLLY ON FIRST AMERICAN TITLE INSTRUMENT AND ACKNOWLEDGED IT AS THE • INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDNION TO OF THE INDEPENDENT DEVELOPMENT COMPANY,A WASHINGTON CORPORATION,TO BE THE FREE PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, AND VOLUNTARY ACT OF SUCH PART FOR THE USES AND PURPOSES MENTIONED IN THE INC.QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. INSTRUMENT. 5. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS,INC. WAS CONDUCTED ON THE 18TH OF JANUARY,2000. __ _ If ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. / • ` SIGNATURE OF NOTARY PUBUC DATED / \ (PRINT NAME OF NOTARY PUBUC) / APPOINTMENT EXPIRES: zoo I DECLARATION OF COVENANT Ei CA(Cf1Y OF RTNTON,WA) THE OWNER OF THE LAND EMBRACED WITHIN THIS PRELIMINARY PUT,IN RETURN FOR 10 MINIMUM SETBACK FROM STREET THE BENEFITS TO ACCRUE FROM THIS SUBDMSION,BY SIGNING HEREON 0'REAR AND SIDE SETBACK COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEWTHIS SW 43'O St. OF THENLOTSHOH OFNANY FURTHERI S MSIONSNARY PLAT O D THILL Sl OVENANTRE PURCHASERS AREA SHALL RUN WITH THE LAND AS SHOWN ON THIS PRELIMINARY PLAT. AREA PROPOSED LOT 1 =41,316 SOFT.(0.948 ACRES) SITEAREA PROPOSED LOT 2=28,465 SO.FT.(0.653 ACRES) TOTAL AREA=69,781 SO.FT.(1.602 ACRES w APPROVALS: Eu e3 167 EXAMINED AND APPROVED THIS_DAY OF AD.200_ CITY OF RENTON—ADMINISTRATOR OF / PLANNING/BUILDING/PUBLIC WORKS V / EXAMINED AND APPROVED THIS_DAY OF AD.200_ Vicinity Map No Scale KING COUNTY ASSESSOR DEPUTY o. tO S 31 • i„ O( 1 DO = RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: r 1.1:14 04" GHA(/ DRAWN SRF INDEX DATA +�� C qs Qw S 18215 72ND AVENUE SOUTHNW 1/4 NE 1/4 SEC. 36,7.23N.,R.4E., W.M. SHT Recording No This map correctly represents a survey made by me or under my . A�c S DATE SURVEY FOR direction in conform° :with the requirements of the Survey .�y r�Q —1"�\ P j KENT, WA 98032 t/28/oO Red for record tni my of 2000 at_:_ ,Irn.. (l, //y�� SCALE: INDEPENDENT DEVELOPMENT COMPANY 8. _.M.in book of Surveys t at the l of Recording Act at Ih. uesl. INDEPENDENT DEVELOPMENT CO. �� W kZ (425)251-62221 eys a pagerequest 1" = 40' Barghousen Consulting Engineers,Inc. in JANUARY,2000. I1I 1 ,• � (425)251-8782 FAX CHECKED BY: 742 1st STREET SOUTH —4.,� 23'�0 o / . RWG KIRKLAND,WASHINGTON 98033 OF ■ 1_ .11 Nq`051E O Sal' y,pG y. CIVIL ENGINEERING, LAND PLANNING, JOB NO 6777 — Mon Superintendent of Records R.WI►_•.N Y,PLS. ' J 1 UDATE ExPwES OS L78 O1 `rAA'G EN SURVEYING, ENVIRONMENTAL SERVICES PROJECT NO.: KING COUNTY WASHINGTON 2 Manager perm REGISTRATION NO.2023B �\"""""""" A 6777PP02 0 s, • OAKESDALE PRELIMINARY PLAT NO. OF RENTON LAND USE ACTION NO. LUA-XX-XXX-SHPL A PRELIMINARY PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA CRY OF RENTON LAND RECORD NO. XXX-XX-XXX • BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 36, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON KING COUNTY WASHINGTON so SCALE`.,; 40' / II - .f: 1/ I1 / / , I �y /'' �, �O // _ '.�pl# 2O3 ' r'/ / \ '20'%50'ACCESS LU jr-GB I420_• .../: \ 1 I EASEMENT REC.NO. ''D' n I,I % _/- /` 1 9810280441 I Z • / (/ cBl&ales / -S88.4843'E 305.00 �%1'� -- 1 a _ W cB•m_<z h--��- \ ^-y c : _,n'c� "x� =` r ':;e �•/ ,AS SIEc.IGNA.1J80 r II'' _,i ! C.V.NALV SIGNAL J-a0% / BOX / V 16�17-."€„, TEL-�."i--sr • . ,' :- \--. :,: o.P.' -:.� al /' VO)0 t I I 1�Atl ORM,7t O . METER,eRAS s 1 �'_co: m.1 �. '� Q in / VO c �„-.��PROP EXIS y `\ ;h g '.I.10 11 x t V PROPOSED / ` NEW UNE 6UILLI,iG 'VC; '\' C; / `JS ' I� FF= RAMP re �-I- I I lLl P� xxxx b 1200 2 / ``..i I a 0 1 L7ik: L*SIGN A • - .Ls_,, /.-„` I I I O \ N ILIHT !' • 1 CO#17301 N ' +III `� / 'v\ TEST 7 / - �1 .`.• \" 6'JK o \N• PN / /V C .A77042 '': .•zI; O:L%WATER, ✓_. �� _ -LI^-.HT J-BOX /v _ SEPARATOR a UM.N4IRE ---'---26— / / = 1 CB 17109; _, _.' _ CL.W°JT. i, #/�'� \ - B - LB#17,077., I F j --SSMH#14204 7 Z 1'A • CBL17.-- CB Bi 106 %TANf I fj SIAH#I4205 0 -- --zi--i \'.CLFP\OUi•. ... POI P Hull's • '..' '••'.l 0,. 0.`�,`:.I .I° �. w.0,,, r. 1 �V' r CLANOUi: f8•,.°+''T1 ill TCN#14206 o -...2 • ' ,S,B#121048 C13 11105 •_le FO",,,. { E. / 'CO#17103" VAULT.---. _ -_- POWER.YA -- _ _-JAIR DISPENSER .TEAULT. BN ® _-� -.8,Gf w lEL.OD POSTS SIG%,\ _= o . •:' • %TW:FFIC SIGNAL " \ ' ice'24:%' '-'POL^Yr LUMINAIR- F� _VOJ TR 10_BSBL __ /�/ _ _ �_ •LOT UGNT(� - \ •I ' CO E 14207 ---24-- I -----t22.53'�,-: ..I" it C MRFP.'! - ,. ls6.97'—CO_d1525a-. !G _ \ FN 'z; r,N88' :'50WI 289_5l I �-� '` _�— I_ ^'-�-�._"�-- • - �H __ CCh, SIDfWALI .--.; "� =�:r,1�,. u 5-z • I` i 1,L,jAy1Y�' IHEWAI,. e - _ _ , i'.j.�-.�ELEC.J=60X --J ; _ _ - _ 'DOUBLE YELLOWSTRIPE'.::- •i 1�. .:- \W i ,.A�. ..��` � '': - 988'484 -'1LlALB'- ". -. . , u. \ SSA;:',�142C8 y\ -" SING,F YrY;f1E-STRIPE \&RwIE NE^COR:.:' -• _ .. 11: ,r C -^z. R FREE HENRY^ADAME _ ..'11. AFESS RAMP r ➢4G.x3 SW ''43RD':S;TREFET 1 S46'36'14'W ..� .. .. — 18.50' 8 \ \ CITY OF RENTON _ '..`2, • 'GMH#1.'•^_55 MON. 0593 /I � `-SSMH#14214 ,^ CB 814213_ il oA 31 DO ���•`II' DRAWN •/INDEX DATA , `�, L G4'9 %, �GHAU�1 18215 72ND AVENUE SOUTH SRF NW 1/4 NE 1/4 SEC. 38,T.23N.,R.4E.,W.M. SHT • LEGEND - P PO°`4R4'0,n, P (., 0 KENT, WA 98032 DATE 1/28/0D SURVEY FOR 1/2" REBAR W/ PLASTIC CAP I �:.''' % m - ?' (425)251-6222 SCALE INDEPENDENT DEVELOPMENT COMPANY 2 MARKED "BCE 28238", To BE SET ' �� o -1.: ` (425)251-8782 FAX CHECKED BY: 742 1st STREET SOUTH AS CONSTRUCTION IS COMPLETED �J,�.•:23:�0 S. �- i. 6777 KIRKLAND,WASHINGTON 98033 OF C151FR O 1.06 JOB NO4 2 0000 ADDRESS DESIGNATOR /N4I LANE`' Y / I \ .2. CIVIL ENGINEERING, LAND PLANNING, 41E?IRES 05 18/01 TANG EN c1N�� SURVEYING, ENVIRONMENTAL SERVICES PROJECT NO.: KING COUNTY WASHINGTON 1 J 6777PP02 1. ......, , S r N ° IT NOTES . P.°. :, s:gin '�9aR 3 •m«R�����•, ,w � `�a°E °� 4`1`- UTILITY PLAN m °" allWAS No° WA.* CALL BEFORE YOU DIG: .�"R m 1-800-424-5555 i ,, mi,TI .. woaN S El as • F.Pw„ col I. ao *1:7�_�m, TI �a, _N�D.wwR.wwm �KmNWW 2 EN +' LRK.RECND " /LECEND "R,,,° Isnuc cal oouas zZ {u Ml VrI��`.�'e elf\( �w ssee, ++� e Cd x,3,] ❑ �LJ— ExtiC 5v0t ELEL� �* nrt \ m Y.ex 'r. a ' 88 48'43"E PROPOSED s,aou DRAIN m— a 9' b '' r. - _ EXISTING smoN DRAIN v, SRn,,• � - ,e➢1• T'morowA. -J'. • • Y PROPOSED'SANITARY SEWER ss e�w •t �X� 'J� ;^roes 08.00' �_ z EXISTING SANITARY SEWER °° I F"`ies yy a S ffH e. t���, eel_ • .•� g• TIE PROPOSED RIDGE LINE __.._............._....... A �.- GV SCAt>PDv BURIED TELEPHONE ,SCo ND _ /////wRGPosEo c.ra aAv (TPE 0LJ_I EXISTING SANITARY SEWER CIEANOUT O' J PROPOSED SANITARY SEWER CLEANWi• EXISTING WATER LINE II! p r- W Z E a 7)°ems-3,1);¢ 9 Y. ° ', po [ 'li,1i X1 - PROPOSED WATERLINE w w EI- R 0 F F°".c Iml.°,. m + ''!R �y1 �'-`J '+. Ci./c /c Q EXISTINGc WATER LIVER a F Z nu C-�� lY tl ' FT, FF iO BI Woo U PROPOSED ANDSCAPE/PIANTERLNSEA _W _ ¢ n o'`�''�?`*Oyu 11`II_S \ E PROPOSED CONC.wAI E + O • .e -0 J T ROCKERY ALL O • Z 4 ["iem _5 o < NEW POWER POLE m `- AJ + I E EnsnNC POWER P0.E DI�t.�g !TT/ o (-0 N A •o =1�L y�Srn .._......... ... EXISTING 1FLEPNONE BOX 0 U y ..+ nry Orgill r .� e e L 0 IN O EXISTING TRANS FORATER ® g ��'`�,p �' I =�1 130t e B ELEVATION E O 'P - c.',111 if I offFC INVERT ELEVATION R f• . u N .o rc!Iei°� a __i R^ - d WATER VALVE 8� Ela. �1, ® EXISTING FIRE HYDRANT Ei W _ �'M1\ i@\®A �.'F,ib.\\"l a\°¢ 1 S05 ® -..1' N PROPOSED ARE HYDRANT rH�A Eoon I. '3 p/�/1�F�\��p rv'1,1 O .a „AP. 'as• N \_VG. 001 EXISTING Sal g e- _�1 / O •acl�xl . eg Ii Mi aamoem¢ 8' Dl/n<RR •__� OI �LUN.NAR Gl g Di �V + ° . ' 'ili�l-� .. SEPARATOR DONOR •- 314204 San ¢¢ Es N + / f ,.°,.•. r4cr,'n ,bias •+ - e�SSAv DM M x ; �� ,• inn/L\�•0 8 � ; \• � ca l�noa e Ooq °fNs EXCAVATION/FILL QUANTITIES: ti I.3 °.V yV OOC1 o FOR PWo,PUPAS ONLY Ci P.," •�aX• M1� O\ Orn N x/CANWx Df,xou, O Fe LL'%,XIS(APPPOx) �,n al 'To'• j'l LC,/ ,..._... [B IIri ',8 3OOC• �O FILL PET i yq 9] l�° 111‘ yes - .ONE I s fe 1„10J q I 1 a ! 8 4 0 ALLn4JNLANTS(KW3/MRE iSSJ ,, o, 1 Y'° r�'+ `�°• p' DIR/.D,ERDIsaENRR� Lr T I GENERAL NOTES: c R� Cc OF FENTON SITS W- SEAR COKIST OF 3S'ICY REVEL /CONTRACTOR • 'V', 1-`Y% .L?''T °/,EL BOOTH -� ❑ 1 •Au TAPE 1 CATa en94 Suu BE PER - ^I `a TO tERm'W THE PEW Au EXISTING na xamAN,$) :'::�' 'h ,y° .Ls Tx. N I PACE e_iDR Q- e8 w/WARp POSTS CITY OF PENTON STANDARD COALS 0-01. j a SAD' w.°W �c va, m."..F_I.C....P., _ �ro •• R Hgwza,u m'OiTRA/maSD FLO a A NG i:4 VAULR it k �° D,LINT .A. RD, APL�R N od« Y E i•i i > ,A, VAULTFm,.,r/Y_w•m• , m_ . a 0313134 SIGN „ LI 41 wW: J J \r- r A y —rE„Is„�.,--., ��d'..e aF,v 88 4B'S0'W 289.50'- a e I� 0 TN ^ W _ a Aux II wY -4,° R D" O 9- -_ wau 1 YDEwALX `%11 to � G) ' ;.. .., , e- �Sl! C\�ELEC A- a Y+•O1oi,�s,o,D.P Tw - - ` ,'\"@,t,D4 wv `LOANAIRE "'�? I ` SSW p,009 - e ,R (py]�.Yl — miwMg aPn •° „Yn,ruP°AwR°uwv ® ,/:.l-740°o RA. J O"' WrMIRE TERN SARA N®IV! SDA1 11•2ce g 5 B+DD s ,�W 01SA1� S 88 48'43'E 1684.68' I. I , CITY OF RENTON w / 55S U �\ 9vgE e4UE swPE ��D DEPT OF PUBUC WORKS \n_ c _ .,W..,ROTAS kV. c RATER to \.° `ss`mE la"sue,'" UTILITY PLAN ',PIRA ADAMS SW 43RD STREET G PROPOSED SHOPPING CENTER . — S46 36�14 W Is SW 43rd STREET AND OAKSDALE AVE SW OTC/43 B 1$,50 RENTON,WASHINGTON 'Ir, a,+tt REnJrN � DATE, DIE x6 _ \ rem, Nw.ps rxE.... FEED cu011 muH lures Daa4o FARE_ nVH RENIDDI AFPPOlID SRET-4--U_I_ 85pR13 m m,v nnr,ms • 4111111fr' ;:� "1fl�3 GS'l1 -Lrf-�'+^o� _ R •ROn a—l—ff4/w `�� G I]S. _156i ��i', ./ ! I 1579 41847 b L_t9 _ . _ n���J:134=--.s�PY! .. I s. — i}4c 72 'ly !r I s�• nLJJ - I o �— — o ST ERNCO LAND CO. I/tM' 1P r rt I ErPCS I • z M ` .s`--s � /'/I 316pN i W.STERNW LAND CO. , , , • 3 S. •41ST = I I . r) ' 945AG 7L 64 I - (<) 1084Ac.I W ' I; n n ---- --- — 4.9oAG ]' Q 1 III T.L32 T • 11 GEO RC.E ,OAIENTZ '1 ,ot „40 a DrrJH '0 • 88.., 6.013A NI31 ( - LW r (t~ 1 G• PT J-r �•„ ,,,r I j 5TERNOO LAND CO W (• l\ (� Ile STERNLO I STEANLO Y 1 'I, '.- I A NO LO..I I LAND CO. °L-• Q (�) (� f it CECILA M it 1 0 it y CAMPBELL GEORGE 5?I �a, III NIENTZ I ��.. r1 .I A:I ,, 0.52Ac.1 vrJ 'ter d Ac i Qi• rc.za l I I r.L 97 , 7. 7,42 Tt 42 167 Ac I j 252.Ac 5.59 4t. �� l t! .3 i` 128/9 I. II 7-6.41 T.(.67 e/7 i.(.3O — j '� r _ I i. Jo 8e 2414 — ti I i3885 I I B919 1 266 SO _®BDnn. / , ___ T 00 moo w S.W. 43RD 0 • MIT.. ,00c0�0=0oc=0,=0=0=0=p,oaoorJ04- 0,�u,rDcL=0=0=o^ooVga=oo❑ _1F. .RATE -" - _ V // I! w1J-- ruse -1zf —_.__ I( P f1 R}S .!L_ s .4 rB KENT u.9] �ORATE� d e - D K $ S I N y S I , eJ IPE1N1 aR 1 - r URL I NGTONg ,I OTHERN NORPAC I h 2 ;� c- 1 S -l-A,L D IST R I C T N0. I D I V.12 4 M I .,,J 1 to T. • r (I) • F. oI-- :I t o f I i 2 �3 i 4 15 � 6 T. 7 8 I mg �, Z 1JJ,J (2) (3) Z ussro u 81 95 41__l TR.0 TRACT 0 +'/ •rr _' '�,B'POD. .„ Z 5,,t\t sex/'r's_i��:9.:3—i �'� '\ G$ r`\ ,99 Sint 5I �K,46_i3Y.,r•�iY 00.� \, ____ � �b '. \_ s „er Is,1 nten,Y s s7" ) vc"c l soss (21 k 1 J , 4 , ' , O , 7 , B , 4 , n , ]I -, • 53 , . , to , 'S3 , 10 , O , 7777 ,Xy�yn ,re.�,,.,'" , ,9 el M ; - . RA/c ROw D-1-F-FY2/w ti �at�. �O 1 e O I]501 155� -. M - _ r 36� 1 zJ29 <v8 aJ "�sa h z4�:j y �>'�_f, w •`y '''7' ac 72 a L Q I _ 1 FIF'. L ST ERNCO LAND CO. I ,!'/' ,,,, 5 I o O >Q i SAL Z ME ` /, '' N O F F \ L--,, _ _ ,I 5 4 I STERNCO LAND CO. i , K I S.W.< 41 S T K %' 3 N I 1 ' 945Ac • 1� 1`�-�_ TL 69 `ii o ��� J k-=:----n 77 :DMA, 9 W -i- o ___---- Tl.7L 4r9 32 7 Q 1 1e 0 GEORCF ,OMENTZ `�/<° R,„vncf50 07rcN t ~ I�i 6.03 AL. .Ilt 3I i W Ct�: / n PT -J 7.t.aa 1 Q _ 'r \� ��, z I I STERNGO LAND CO W e l �Sl 'I�e -, Sr ERnCO I I STERNCO <l o '� w IAND CO I LAND CO n Q (;) C? �Q a I ,:ECILA M :l I a 1 o CAMPBELL it I I '� GEORGE oI A ,i NIENTZ ill / Ac i J i I 0.97Aa • r III 0 50 100 ]DD DOD MO P _.P)• iAL, i'1�.1 173AC II TL.rB� I / P rc 4a .`r r. JJ ~II .3 1 r,42 1' •1 LE Ac I El i 292.Ac. 5.594D. ¢¢ 47'67 T.L.30 • Jo be ..J/1.14 - ' R8/$ �I l 885/5 t BSl9 E6650 �\ ' SCALE 2',100'-0. " ...... r, S.W 43RD$ ao I c❑o0o=0 0=0=Cco,coc0=0= ,o0c'or7C 0,�p ST. NTON NOTE: RP. —„ MIT. </r rs r :, _�_ Qeoocecc^oocC`aC�OR��RAT� e .- �� H- I I� ks /rJ.as -�z ---- ALL USES NOT SPECIFICALLY IDENTIFIED Q 104 to KENT 7aa.97 CO-PORATE• ARE SINGLE FAMILY RESIDENCES. d S I i i 4. C� D� 1p ? JiLROOfl5YY Y z i �� URL I NGTON OF 11HERN NO3PAC a 1 o :z 1 S -I-A-L D ISTRICT NO. I D I V.i2 i F- o 2 3 l 4 5 6 7 8 N9� 3J (2) NEIGHBORHOOD DETAIL MAP - a.50 l0 tz T, 'S 8.95 gAS 5927 s�7 T'o,, = NEW 8F10PPNO CBSW 43RD E JS ,�mow. S,pr .v F@IfON,WA r TR.D TRACT D 0/.. •E" "__cu^✓`^' '�'6.ppBK a 50, of f / CO �c - ` nam y06,�'' 5 $ - 'DCINDEPENDEdT DEVELOPMENT COMPANY.L.LC. f3 Z `.+T� �5'32 w+E�4'3 '\ 7a Ma.rB spit u5+naue®.15�an� g J ''1.''A/ , 575E Si 97 a �KyG-[,°. :.3 ' .._ \9]� .xo,.ER CC 1,f� '397 YH .91t'7.A9 fie 81'E IRCHII&20�.@i 0•@I21132002RlL 5�71(S g O Iw)aw-.,n _ 3\\ � }56t t5fi �5v 12 J p 1 .ow tIv59¢rrr✓i DATE Dort. co oaf 5053 5� vm S. 565E - - Ozar 60 1mart 00 5 z ' a ' a ' e ' e ' e ' a ' n n ' 7z ' n 9a ' v le w�•,`�' n 00-03Y, pp ?- ' S-e-- , 1 Seattle First National Bank 1301 Fifth Avenue, Suite 3636 I I Seattle,WA 98101 Renton Building 17/JV 1 I , ; P.O.Box 565048 . I Dallas,TX 75356 I ; I Zelman Renton LLC I 707 Wilshire Blvd., Suite 3036 I , Los Angeles,CA 90017-3512 , I I I ? . I Barber Associates I 7979 South 180th Street I I ; .Kent,WA 98032-1051 I . i II I Cascade Federal Credit Union I I ' P. O.Box 58450 j Seattle,WA 98138-1450 I 1r Zelman Renton LLC : I 707 Wilshire Blvd.,Suite 3036 I Los Angeles,CA 90017-3512 I; I I I; 1 Zelman Renton LLC I I 707 Wilshire Blvd.,Suite 3036 , I' Los Angeles, CA 90017-3512 I L ! I; I ' I WCM 137-302 LLC c/o 1301'Fifth Avenue, Suite 3636 ; I Seattle, WA 98101 1 I ' ' I I \ I; I I; I. ' 1 J I , • . .. • • • :ILL ••L•42-••:C.IT.C.C=TZTC.R........- . C IFTZTI.1..:1S.IEF.....5 UTILITY PLAN ; . g I CALL BEFORE YOU 01G. 81 I-000-42{-5555 i • •. ... F.L.....:•'aIirEIrra7f.:7:.-•-=',7- 0 g • • F.:in:-:".:S.F.:7.:7:4IErtg.S-7" II'I • ' fr.-ii.WEit-I-2.-Tr.a-----:/. 0 5 • ..— ' E;0 . ' LEGEND • 5 ... • 5' i Ili! t 14'..r..-'•:-N.,-..I•1 'I- r----'4"-,— '' . s""In ..• 0 - • . . ....."1":14714::::' I=1-= E ,...J.•=4*.IYAIIIr.:.." I••,-t-- .."-t•r•'-'5 . a : .•.. ->-' `' 1:4 .,....;,_': ;• ,.,1'...,.: i ',--i . .' < =:11;.... • a17..Z.F.:itr: in- '. a• ./.'.. ' ., 4 P Ei if A •. 2 r I . --..;,,..-• , . . ° I . •' •• 1 . , , -,,-. , .- 1 . .... ..4."..::•:: - Me • 4 ;" r ' - 0 • 'i ISCAVRBONARL WARMS • •••• TT:TC:= .--.. In•i:::7 tIlk, ' 0 ' -0. 0- ... :,'' `'...'T• -•I CENTRAL NOTE5 q I•igtZTTIt.PaT.5: . .. .... .-- - ••• .• '.-, .•. ' ! D .,:i.....r.45•POT=CO:TZ •I •'. •7 L:-.....I.F.:.7.„....-,,,. ..., .. -,"-'1' . :.,: ... nmeininnmi MI\' .—-7 .....I TV, ' •••-.•,-- , ;.4'v.:....:!' , ;-::L 4 1111'1111/111 • • . riPMMEirDINEON S., _ . - ',c c• .t•'';',••, • z•-•:, ..,..-.- • \ / •••`-' 1--a . r (:),,- ,4-"-. .. ''' 9\ D .,. • •• :-." lir-, -- ., ..........___ .„ . -'LI g' -,.- I.-- re -'"'-''-'-"'' r•,1'7..'==1.' 1 I i:•• ,,,r . a,-1,-25-1,_,? ''''''"'''''"- --•''- ••'I - '" ' '-'". '-b ' i CITY OF RENTON C.,OF PROM IAPRS • =Ia. WEN,KAN ,.. _. ..... • 'T j•SW 43RD STREET 'I ./\ i\ ‘,',Ri,-,, - Q .- \ le 50 ..-_. _ --_ s•rzrarrg.1,c.ur..s. _ .. _• /V-- — 7-7_17 -- • . ...._,.. •.... ,... . ._ • ..., • • • • • ii. CM OF 70,4 ACTIN / I A PRELIMINARY PLATS BDIAKEOSD A OL I PRELIMINARY.CITY EN LOT LINE ADJUSTMENT NO.LUA-BB-03]-LLA °"RHO lOS"x p , • ,l� BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC.36.TWP PS NORTH.ROE 4 EAST,W.N. 1 CITY OF RENTON KING COUNTY WASHINGTON SCALE I-_4O / 1�, / , v . 0"' ' 1 - I o'o51*G v l i {{1 1 1 1 1111 m !l k 1-J, .2 yt1 I1�; w..�1A •iT {�il - a. • i „� ;mod. .�. - iiEO, -r-- SW 43RD STI E.E1---w'- `-'17 ' LEGEND AID P,GHAVS /ezlf'zAP vLNUE "•• .e.00 a on.ee.TPex.R,c.W N $Hi• - . XT • ;h-o. k R51 �eo 'a 1 „1_e„/N .�NAxa W.N�e.Nx>o;;x. . z .xs)n1 61 Y OF 1®.�x,e�sw,w _.,q.e�� ... 4WK..y o..wdo-ra: .,pw IWIo F.0.." W.Wtwo.ox 2 • • OAKESDALE PRELIMINARY PLAT °N A PRELIMINARY PUT SUBDIVISION OF PARCEL I,CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA-00-02T-LLA nn>nxmx Lw -...... • . BEING A PORTION OF THE NW I/O OF THE NE 1/4 OF SEC.30,TWP 23 NORTH,ROE 4 EAST.W.M. • CITY OF RENTON KING COUNTY WASHINGTON SURVEY NOTES LEGAL DESCRIPTION DECLARATION OF PRELIMINARY PLAT • m + 4""' ACKNOWLEDGMENT: • • DECLARATION OF COVENANT AMA .0 VLSI APPRO w,.w.,.a, °n++ A e,.,..q...xw VA w'A4Mun n�on.au.e_u.o_.u.m_ • of 11 • o RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: n j GH 4C,• seals nxo V/O SOON +x' is SON IN.rzax.CNN.VI IA J� PP 3 C,aioo SAT �J 0 Z jazsj2si emu "x^^ , ���' 02s)ni-easy FAX ,. • rcauruir MOM OF n'6.'"- '_It Raab lhx" wxmxc• xlxraoaaxn.wuxnomx wzswxa.o 2 .. .•-. ,. • . , . . . . . . . . . . . . . . • . . . . . . . . . t• ' " • • . . .N.N.N.L.•N. I AMP 1 .-.'•"`„'LL'•67'4"... -.-„..- '' 'r ....... ... -:----:'''':: -: ....,..... !,. ._ _j • . . S.W. 4 IYT ,---K ,• .___ I 01 x' - - •:;''5-- 1 i . . . .,...,, 1” E _ . ... , • ... „. NAL5 t. ____ L L„I --------• 'Ert - . . ..: ...' 6i .1.600f...FATE N 4,, . ' •E„6.0 i STERN. ""''""' '' r.......r.,.00 . .•. , . . a rN - - .,.,,,,,, :! .„6,7,1‘! 12• NNZ 5 y3,,,lo 17=7LEM17 r . . RA.4,..m.,=a..,,D 0 OF,,=.0=.10 GIO.=.0,=.,01=0,7 0.0,10 0 ADW.C.C47010640qP.7013 0 Cg0'.0 OVErti• 0 . • .L.I. / .ft. ,, .5 .!5 -JO/m.5S P/AnlAt . NAraDES NOT SPECIFICALLY IDENTAIED . ARE SINGLE GAMILY RESIDENCES 0 NE 5 5 I.6L 1 ERN 0 , gURL NGT•00, • 0113 : E 1 . 7. .•••• . 0 ig i7 ,T ! r •. DI'STR1 T 0.1 D1V.12, i, . . . '"'1 ' S', 1: ! $ '•A ! ,.1 y ,,, , ....-.... ---.. . IE-1,, 2_77 • .1 5IMIA a V9 1, NEIGHBORHOOD DETAL NIAP..,.,7 .__.• ___._ ., , ,, W.ENNEAPINO MIMI o • MOOT 0 •-",.....„, [ . 2 „ /..._,-,-.) _____ ............__ . e i ... ! R K — . . . . • I i ,,c ?A .. Le...;•:-'--- vm. a . • • • • • • • • ' • ' 7 • • ' • ' '13 • ' 71 ' 0 ' .• ' • . . . . • • • . " . . . I, CIT' OF RENTON �... ' City Clerk Jesse Tanner,Mayor Marilyn J.Petersen September 11, 2000 RSJ, Holdings, LLC 742 1st Street South Kirkland, WA 98033 Re: 43rd Street Center Short Plat—SHP-00-034 Dear Sir: Enclosed please find the original Reciprocal Easement Agreement and Use Restriction for the above referenced short plat. This document has been recorded by King County and bears their recording number 20000816001788. A copy of this document has been retained for our records. If you have any questions, please do not hesitate to call. Sincerely, / ' Bonnie I. Walton Records Specialist Enclosure c: File SHP-00-034 Carrie Olson Davis, Development Services Div. 1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 /FAX(425)430-6516 al This oaoer contains 50%recycled material.20%post consumer H l� ill01111111 Return Address: WHEN RECORDED RETURN TO: 20000816001788 Office of the City Clerk CITY OF RENTON EAS 23.00 PAGE 001 OF 008 Renton City Hall 08/16/2000 14:26 1055 South Grady Way KING COUNTY, WA Renton,WA 98055 Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet(RCW 65.04) Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in). 1. RECIPROCAL EASEMENT AGREEMENT AND USE RESTRICTION cx� Reference Number(s) of Documents assigned or released: co 0 Additional reference numbers are on page N/A. uo Grantor(s) (Last name first,then first name and initials) CD 1. RSJ HOLDINGS,LLC, 742 1st Street South,Kirkland WA 98033,Attn: Richard A. Gumpert ❑ Additional names on page N/A of document. Grantee(s) (Last name first,then first name and initials) 1. 7-ELEVEN,NC, 2711 North Haskell,Dallas TX 75221,Attn: Property Manager 0 Additional names on page N/A of document. Legal description(abbreviated: i.e.lot,block,plat or section,township,range) THAT PORTION OF THE NW '/ OF THE NE '/ OF SEC 36,T23N,R4E,WM, CITY OF RENTON,KING COUNTY,WASHINGTON....(See attached legal description for Lots 1 &2 on pages 6 and 7 of this document.) Assessor's Property Tax Parcel/Account Number: Ajusted Parcel I (Tax Parcel#362304-9018-09) ❑ Assessor Tax#not yet assigned Prop.Mgmt Initials Page 1 of 8 H:\FORMS\KCRECORD\KC_COVER.DOC • AFTER RECORDING MAIL TO: 2 of 8 RSJ,Holdings,LLC 742 15t Street South Kirkland,WA 98033 RECIPROCAL EASEMENT AGREEMENT AND USE RESTRICTION This Reciprocal Easement Agreement and Use Restriction(Agreement),dated as of March 17, 2000, is by RSJ Holdings,LLC,a Washington limited liability company("Owner"). RECITALS Owner is the owner of two contiguous lots of land located in the City of Renton,County of King, State of Washington,described in Exhibit A,attached hereto,as Lot 1 and Lot 2. Owner has leased Lot 1 in its entirety to 7-Eleven,Inc.,which currently operates,directly or indirectly through a franchisee,a 7- Eleven corner market with gas pumping facilities,and Lot 2 is unimproved and unoccupied. The lease on Lot 1 provides for reciprocal access between the two parcels. The lease also restricts Lot 2 against the sale of certain items for the term of the 7-Eleven lease. This Agreement,upon recordation,shall establish the rights and obligations between the current and subsequent owners and occupants of Lots 1 and 2,and it shall be subject and subordinate to existing easement and access agreements of record. AGREEMENT oo 1. Grant and Reservation of Easement,Including Fire Access Easement. Owner hereby grants to 7-Eleven, Inc.and to any future owner or occupant of Lot 1 the nonexclusive easement for ingress and egress from and to Lot 2;and Owner hereby reserves unto itself and to any future owner or occupant of Lot co 2 the nonexclusive easement for ingress and egress from and to Lot 1. The parties shall have joint use of all driveways.There is hereby reserved along the north property line of Lot 1,running west from Oakesdale to Lot 2 behind the existing 7-Eleven market,a 20 foot wide fire apparatus and fire hydrant access easement cc, and roadway. This easement may be striped to designate it as such,and parking shall be prohibited at the co easement(except for temporary parking for loading,etc.where the driver is present). 2. Limitations on the Easement. The sole purpose of the easement is for reciprocal access,and this shall include no other use. Specifically,and not by way of limitation,the easement shall not include reciprocal parking rights,and the right of the owners,occupants,patrons or visitors of one parcel shall not have the right to park on the other parcel;except that people patronizing stores at both lots shall have the right to do so without moving its vehicle from one lot to the other. 3. Area. The owner or occupants of one parcel shall have no rights to limit or control the building envelope,site plan,circulation plan or use of the other parcel,so long as vehicular access is provided at or near the points that it is now provided,vehicular access to Lot 2 is relatively unencumbered as it is given the current development at Lot 1,and visibility of the building(s)at Lot 2 is not materially diminished from the visibility as it is given the existing development at Lot 1,unless the parties(including 7-Eleven, Inc.,so long as its lease remains in effect)agree in writing to the contrary. The development of Lot 2 may or may not be in conjunction with a larger development to include other contiguous properties as well. Notwithstanding the above,the building envelope for Lot I shall not be moved as to interfere with the 20 foot fire apparatus and hydrant access easement and roadway that runs west from Oakesdale along the north property line behind the existing 7-Eleven market. 4. Temporary Closure. At the time that this Agreement is executed, Lot 2 is unimproved. Owner shall not be responsible to provide access to Lot 2 until said parcel is developed. Additionally,from time to time the owners or occupants of one or the other parcel may develop or redevelop or rehab its parcel which causes the temporary obstruction or closure to the access point. This shall be permissible without remuneration or compensation to the other parcel owner;however,the owner shall use reasonable diligence Reciprocal Easement Agreement and Use Restriction 3 of 8 SW 43`d St.&Oakesdale Ave. SW,Renton,WA to reopen the access point,and in any event the fire access easement shall continue to be in force unless otherwise allowed by the appropriate Fire Department authorities. 5. Maintenance. Each owner shall be responsible for the maintenance and repair of its own lot, without contribution from the other owner. Each owner shall maintain its property in a condition sufficiently adequate to allow for safe vehicular and/or pedestrian access to and from the adjacent lot. If a lot is in such disrepair as to eliminate any reasonable use of this access easement,then the complaining owner shall have the right to pursue its legal and equitable remedies, including specific enforcement for the adequate repair of the other lot and for damages, including consequential damages,for the de facto unilateral abrogation of the rights under this Agreement. 6. Risk of Damages and Indemnity. Any use of a lot for access shall be at the risk of the party using it,and the owner or occupant of the other lot shall not be liable or responsible for any damages to property or injury to person or loss of life which may result from the use of the easement. Each owner of a lot agrees to defend, indemnify and hold harmless the other from and against any and all claims,demands, costs, losses,damages, liabilities and expenses(including investigation costs,remediation costs,court costs cam and attorneys' fees)arising out of or resulting from: (a)claims made by third persons or parties for personal 0=1 injuries(including death)or damages to any property,remediation costs,and fines or penalties, incident to or arising out of the use of the easement;and(b)the release,discharge,disposal,processing,handling,or =� use by an owner, its agents,tenants,employees or contractors,or any hazardous materials or any materials, including surface water,in such a manner as to contaminate,degrade,damage or cause injury to the other lot. This indemnification shall not apply to the extent such claims,demands,costs, losses,damages, liabilities or expenses result from negligent acts or omissions or willful misconduct of the other party to this Agreement,its officers,employees,agents,tenants or contractors or from the breach of this Agreement. 7. Liens and Indemnity. Neither owner or occupant shall have the right or power to create or permit any lien of any kind or character to attach to the adjacent lot,and the owner of each lot agrees to c^-4 defend, indemnify and hold harmless the other owner from and against any and all claims, liens and demands, including without limitation,mechanic's and materialman's liens,by or on account of any party, arising from the use,occupancy,conduct,management of or from any work or thing whatsoever done on or about one's lot. 8. Compliance with Laws. Each party,at that party's sole cost and expense,shall comply with all laws,ordinances,rules and regulations of all governmental authorities having jurisdiction over such party's property. 9. Nonexclusive. The rights herein granted are not public and are not exclusive,and the respective owners of the lots shall have the right to use the property in a manner not inconsistent with the easement rights,and each shall have the right from time to time to grant other licenses or easements to other parties for such purposes and at such place or places as the owner may at such time or times deem proper, subject to the limitation that such additional license or easement holders shall not unreasonably or materially interfere with the current easement rights herein. 10. Restriction on Use of Lot 2. During the term or extended term of the 7-Eleven, Inc. lease on Lot 1,unless otherwise agreed to in writing by 7-Eleven,Inc.,no occupancy of any building on Lot 2 shall be allowed to sell the following items: packaged fluid milk in one quart or larger containers; commercially packaged bread products; commercially packaged delicatessen and delicatessen type items,normally sold in grocery stores,specially packaged lunch meats and packaged sandwiches;grocery items;cigarettes and tobacco products,unless vended by machine;beer and wine for off premises consumption;health and beauty aids;soft drinks in six pack,eight pack,case lots,half, one or two liter bottles;candy,unless gift Reciprocal Easement Agreement and Use Restriction 4 of 8 SW 43`d St.&Oakesdale Ave. SW,Renton, WA boxed or sold in bulk;newspaper,magazines and paperback books;motor fuels; lottery ticket,money orders,phone cards;and automated teller machines(ATM's)services. 11. No Modification; Integration. This Agreement may not be modified or amended except in writing signed by the owners and then-current tenants of both parcels. This Agreement constitutes the entire agreement and understanding between the parties hereto and supersedes all prior and contemporaneous agreements and undertakings of the parties in connection therewith. 12. Notice. Any notice permitted or required to be given by either party to this Agreement shall be given in writing and may be effected by certified United States mail,with return receipt requested, properly addressed,postage prepaid,by reputable overnight delivery service,or by personal delivery,as follows: b Owner of Lots 1 and 2: RSJ Holdings,LLC c 742 1 St Street South Kirkland,WA 98033 Attn: Richard A.Gumpert r-- �'' Occupant of Lot 1: 7-Eleven,Inc. 2711 North Haskell • c, Dallas,Texas 75221 cp Attn: Property Manager r-o or to such other address or person as may be substituted pursuant to notice in accordance with this paragraph. 13. Abandonment. In the event that both lots remain vacant for two or more years from and after the time that both parcels are developed,and the easement herein is not used by either lot for one year or more,then this easement shall be deemed abandoned and terminated in the event that one or the other or both lot owners give notice of abandonment and termination. Said notice shall be recorded.. 14. Termination. In the event of termination by agreement or otherwise as provided in this Agreement,the parties shall execute a written release and termination,in recordable form,and record such agreement or other notice of termination. 15. Successors and Assigns. The benefits and burdens hereof shall be binding upon and shall inure to the benefit of the owners and occupants of the lots,and their respective successors,assigns and legal representatives. 16. Attorneys Fees. In the event of any dispute arising from or relating to this Agreement,the prevailing party in any such proceeding shall be entitled to recover its costs and reasonable attorneys' fees. RSH HOLDINGS,LLC a Washington limited liability company By-VI/ • chard A.Gumpert anaging M mber Reciprocal Easement Agreement and Use Restriction 5 of 8 SW 43`d St. &Oakesdale Ave. SW,Renton,WA STATE OF WASHINGTON ) )SS. COUNTY OF KING ) On this 1 3 day of %Tut_ Y ,2000,before me,the undersigned,a Notary Public in and for the State of Washington,duly commissioned and sworn,personally appeared Richard A.Gumpert,to me known to be the Managing Member of RSJ HOLDINGS,LLC,the Washington limited liability company that executed the Reciprocal Easement Agreement and Use Restriction,and acknowledged the said instrument to be the free and voluntary act of said company,for the uses and purposes therein set forth,and on oath stated that he was authorized to sign said instrument. co WITNESS my hand and official seal hereto affixed the day and year first above written. otary's Signature ( Notary Public State of Washington P -renMCS E. PP-Es-re,' ( JAMES E.PRESTEN Print Notary's Signature My y Appointment Expires Aug 30,2001 Notary Public in and for the State of Washington, Residing at: SAM0.A4.M1SN CZD My commission expires: Au 4. 3o, Zoo! CV LEGAL DESCRIPTION LOT 1 The East 180 feet, in width, of Adjusted Parcel "I"of City of Renton Lot Line Adjustment No. LUA- 98-027-LLA, as recorded in Volume 124 of Surveys, page 211, under Recording No. 9809239001, Records of King County, Washington. /0 • • v�:M ,Cam .. .. s ty;15'1P w • 1 IS'I'�4I�'•• 4 • CCD i °IVA• L EXPIRES 5/18/ 0 i c� C; cv 43rd Street Center Short Plat 67771.004/RWG/raw 6 of 8 LEGAL DESCRIPTION LOT 2 Adjusted Parcel"I"of City of Renton Lot Line Adjustment No.LUA-98-027-LLA,as recorded in Volume 124 of Surveys, page 211, under Recording No. 9809239001, Records of King County, Washington; EXCEPT the East 180 feet, in width, thereof. D7 11 00 tpr ICfr •� co • ti1Arn•GL ,`I , j p *4 • Co •• ' STE4•••.,5 S SAL LA 49 e e % EXPIRES 5/18/0j ti C � V CNI 43rd Street Center Short Plat 67771.005/RWG/raw 7 of 8 • 20' X 50' RECIPROCAL ACCESS I I I EASEMENT REC. NO. 9810280441 I IW D f ,S88'48'43'E 305.00' Z< W 124.99' 180.01' I I N i Wo < 1 coPROPOSE a ' }' N n $ NEW LINE N Q W o J c D cc,4 1250 w 1200 `�' I Q _ Q cp n 2 1 h o (n m W co Z Z E I Q PRIVATE RECIPROCAL 0 c=) ACCESS EASEMENT C I LD c./ 122.53. a 110' BSBL 166.97' - - -• 35' 20" EXISTING c N88'48'50'W 289.50' DRIVEWAY •g ��. - - S 88'48'43" E 1684.68' 1I8 S46'36'14'1N SW 43RD STREET_\ _ 18.50' NE COR. HENRY ADAMS DLC #43 CITY OF RENTON 01 7 00 MON. #593 r \�0,WASH,i,sS \ .4% do 1 . %4 kir38o a11!0 ' . if, LPN, TERo' cp. L0 16a100' 711EXPIRES 05/18/0 1 ,pp File: P:\SDSKPROJ\6777\SURVEY\6777EXH1.DWG Date/Time: 07/14/2000 09:24 Scale: 1=200 Stephen Xrefs: U� Job Number SRF ilk- -66 18215 72ND AVENUE SOUTH Title: 6777 D""" (425) WA 98032 Independent t Development Co. z-- Z (425)251=6222 Sheet Checked RWG o 1 ? (425)251-8782 FAX Private Reciprocal Access . 1 of 1 Date 7/14/00 y.G Q.c,. CMLSLIE ENGINEERENv1ING, LAND NING, Easement Exhibit rHC FNG0 - 8 of 8 CITY OF RENTON • PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM • DATE: August 15,2000 TO: Marilyn Petersen, City Clerk's Office FROM: Carrie K. Olson-Davis,Plan Review,x7235 SUBJECT: 43rd STREET CENTER SHORT PLAT LUA-00-034=SHPL • Attached please find the above-referenced original mylar and one copy mylar, and four(4) copies of the mylar for recording with King County. The recording instructions in order are as follows: 1. Record the short plat. 2. Record the RECIPROCAL EASEMENT AGREEMENT AND USE RESTRICTION document and write the recording number in the space provided under SHORT PLAT NOTES: Item 2,Page 1 of 2, CC. . .RECORDED UNDER KING COUNTY RECORDING NO. ."on • mylar. 3. Request King County to return the executed copy mylar to us for our records. Please have the Courier take these documents via 4-hour service 10:00 a.m. deadline. A check in the amount of$15.15 is attached. According to Finance,the King County recording fees for this and all subsequent plat recordings should be charged to account#000000.007.5590.0060.49.000014. Please call me if you have any questions. Thank you. cc: Neil Watts(Notice of Recording) Jan Conklin(Please provide PID/recording#'s to Sonja,Carrie,and Sandi) Sandi Seeger(Notice to final short plat on Sierra) Carrie Olson-Davis(Provide any unpaid SDC/SAD fees to Jan for posting to parcels on Sierra) ello F 1'ej \\TS SERVER\SYS2\COMMON\C:\PlanReview\CDAVIS\SHRTPLAT\43rd St Center7m.doc I CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 15, 2000 TO: Gregg Zimmerman,Administrator FROM: Carrie K. Olson-Davis,x7235 et k SUBJECT: 43rd STREET CENTER SHORT PLAT LUA-00-034-SHPL O El LT Technical Services and Development Services have reviewed and recommended approval for the above mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two sets of original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Neil Watts Yellow File \\C:\PlanReview\CDAVIS\SHRTPLAT\43rd St Center5m.doc SENT BY: AWL DESIGN GROUP INC; • 425 748 8838; JUL-10-Gc,-13:11; PAGE 1 11 TO: IOC GUIAPERT . AT: G4258891453 . . CITYOFRENTON .•••••.••-• : -- •: • •• ....•• . . • .• . '• •.-.;:' ••••• .. .... •••••••...PialMIDWBUIldMRIPIAIR,Wcb04Par1ftfit •••'• •••.• •-•- ' 1. RECEIVED JUL 1OQO . . . . . -.. • . . •.• . . .. • • • • ..• • ..• - .• .• ••••• • - • -.•• .. . .. . . .... •.... .-- - •••• . _. _ ... •••.....•:...... ..:';1(4,._1.1.Y.40f41'.*• ••:'-,.-•:::';--:::••••••••••:-.....z•----•••••••••••-•••:••••••;:::.•....,••••••''''....'' ''....••.'....--•••::;•-•.1:•:.--•••',•-:••••••.........'•••••••••••••••';''' ':.!•••• .•":•• ••••:-.%;.. ....:,...:•-•? •-::'•-::••.-.i.--:.":;;•.'":. ..s; .::::•••••-•••••-;.:•";:*.m.t ,7;.'tt**11nit•";••';::::::.••:• ••:-••••••••• ••• ..".•••••.:.-•':•••••.'...":f- . ..:.••- ::•'..'.•_ :' ,...:.-.:......::-:':••••;.• -.... .......*.•...:•..-..-.....7.:.:I..:-....' '''...::-:.•-•-1550•2-1"' AvenueNBA'Suite.100 • •• . ...• •. . .. . ...._ Bellevue NifAP!04?5,,..,:... ... ...,.... ,..,,,,,...„.,...... .......,..;.. •..,:..,.:•;;;.f:". ::::••-::::., ,,41.: ;. ,:. ,..........•:::• ••;:..q .lifiiii•r;i0,......ig:5i:•:::•:':•:43F...•••••':::•.7::::1::;d2,:•,7:j .7::::4•;,.';;:•:•:.!...1::•4•....,,-......:-, 7;.::;•:::;;4.,; ::t•-••••::::•••; :.If ;: ;:"::3:.5.i . •.,:--!:...1.•;;•.;:.;.::::,:,: :::,•:::...• ....:'!'.'''.::•,:::`.:::-:....:::•:::.::::.::::•;.:::....-.::-........,-:.:.:..''.',.::3`..,.:•:7::"::.':.:-.:?.::.:!."....:•'.8:.::•••:•....,':.......-:':••-•::::,..:-.2.;-.. .:.'•;;.Y.':::.7...'2..':•:', SlifticTs •:---•••:%:::.....7:::... ':::.::.:;:..:".:",;;;:".:.::1--._1;....:'.......,.:'••••••,:.';;,..'...:::;%::...2.•,:::'.....:;:i.2........-.:;:;;;,...:.:'::-.:.;;;::::':::..........'....".::.':::::::•.:,•:.::.•;...:....1';:::.:::::;::.::::._•.•::-..............:''7.-..'...::::::;.`:'..:...;.:::::::."'i:::,',.;:;::.:.:...-:.;'::::•;1.::•.:i': ,•NNW riAir- LO*4443441014 - ••.•.• .',...:'•:--- .•.• - •• - . . • - • • . • . r,•*-'''''': kt.,•••••4 4 • ... •• -.'. •....,'. :•• ..:..: .. ...:::.:* ...::.--: ;.... ......• ••' 1.;:::..:............. ..-...•.,. ;':':-..:':'::.'•Dear.....s...itiAliiii- •.":-..:::-..........-":".-:'-.......... : •."14,*-:.;;A...4...••••..'4..i'• - ••••-•...-...:••••;;;,,:',1F;;;;,...:::,":.;.:;•:;.:•:::.-':12':-";:":'':....'.:::::!..."••••••••:'.:;:.:4;::-:.••--Y.'''.•••:'::-.•••••.'•::.:---...::•••••• :::,'-.......,,,.......-....:J.::...:-....-:..--......?;;•:,..••••:....:-..:•:_i_._-.'.....•-_,_:.-.:-::?••.:--•_,...---..••••••:-. ..:?',....:.',---;•';.".4;;: -.9-• 440#'' ..,Vtliiiniii:nnliinit;lbeviirO. Ptit'......,.....;...:.....-:.:-.... ....:............. . •:•:.....•,•::'::•The3..:WIVvrel:,43,..._l'Av.-:".°.?!. '''°11:•'•,..,.._...A ,' -•c•. • 476,Ti. 4„ ,,,.,,iiii.*.tifi... •i(iiiiiiiiii'C0iiiiiii4i).tiiiili.olit to ...'••• ed. •:-•-..... systinigittaylaffai.xm#::: •.... -• .. . ,,, ,T.'... , . 7 : -.••.......-,:, ••..... ....-.:....', ... . ......: .:•••••••••••••-....-.,..,•••'......•..,, ....."'''''GD&L;rat th6Cooforner•Serevic040.104T11.t. ."111(?1;. •••It- - t.-. .9,7,...• .4 ,....• ....-. .... ..............,......,..... .....„,... .... .,..,, .,..: .... . -.•••••....."....•-•.•::,•::-.::: -.:,•••:-....•,•:-:.'.:"?..:- 4:'•':•___•41 „...:•A'#....A.:•'''-'• •:-.5.4.;:••••• , • .Adrainittriont and lenroul.foi'itivklinglilong:,..:;....-,...•...... ..••:'-•.•‘..-' The'014144.0.19.1t.1011.1.0!),01:71fit:°°*'.Wrf : '.4. • '• i. 4.7.' - '..:• ''''•*........7,1•...t.'' .-.:.•Z'.-;......:).."...;:•:::•:,.:.••••• .:::',•';':..;..:-,..:,....',....'.• :...:-....,.:ivith:the•ROO'ipittitittifiern. •IttAlFeel,t.... s .• „ .„-r-r.. Aviv?.........••,--.••••.:,!......-,....14.:. .-... ..• .- . :., .,...:.-.... •• -.....- .....-..-...... ... ...,... .-..••••...:•...•::•..:.:.:.::,..:.:...............::-..:-...-.....r..::.•.:1.-..:u heed-to .. ....-':....1.,'..- ii. ..,a,.,--,1-‘' - - -• ..iiit.0025)4007235.•;.....:,•::,!..'.....'. ...,:.....• . . ."."- '.."...,••••..••••• - all on.oi iii 11. -::.1. •-; ."Shoold•yoiiirsoms oily./Val .„ ,.,.1 '....1.:;;:-...... Sincerely, . :.•'.....:?....::.......:••••...•................-7.....IS...,•.i'.,:;;1' •••...".-•.::::;.:...•••••••:.....,::,:•..:-......'... ..:.:•:.,-.:,,,--.:..z. ..*::7..':.:,..7.. :-:....:•-•••••:, '.,..-.......:.:.'....:••••.•:.........1.::.:... ...... .:....,........•.-,:•:-..•.-:.......":-..-.....;•......-.;...,:::.''.......::::::::.:.:-:: .......k- ... .... '. ........,.............. . ..:;:.;.e.:..... ?.,.:...„,...,::,...........:::-.....„iif,,•-.../...--.....'....c..:.•-..i'•:e...:..::....:-....::•::.....:;:,.............::s....,.....:...:•:-.:..:•..i.....:::.::...-.........i ..........•-.......:...••::•..: .. (De ....: ....-.....:-....••• .....-...,.-..,..%.:-........:...........:.........:-...z ..- _::-..•'..:::........,••••••,'.-•. !..A.:,',......:...".:F...,.....,t:'.....,..4; :::::::.....:...;...-..-,..:::.-...'.......--..-:.:......:-...,-,......:::......,::...:-:::.:.,.:.:-•.:.. . •..,..•.: ..,.....:•earriolcoionativif:-,..-• -•,•.• ••.. • .,•... -..:«, ......,• • .;..... •..• ..„.p.1 .. • •• •• •. . ... . . . • . . . .- • . : . - '''. •Develognient•SeiViOn,Plott-Rewew •. .... .,.:. ..?,•,....•-•. . . . : .• .:. :.... •.... ... .. .... ••,..„,,,..../:4----.:•,':,:-.7-iik7Z—F,RifieW-0-74i) , tifittAgiiinerf.:4'•'..;;,.''.,'. :'•'.:ki." :'0:42:',' •4;;;V:::1;•*tx. 4:N'.: .,g-0.:;f,..y, 114,f.•.•11., ?•,',)•.'...1- j:.... ... ...,......;.........,.....;...;•....,:„11....„............:.;,...i......,.. ., 4 ....; ... , ...,.... .....,...........,,:......r...;::::,.....::•::::•,..:7,::.:......*:i.:•!....:FE1.7.:7.:•.;:,::.•,.....':-.7.!•:..:....-•:•:•-:4:.:-.••-,,,...-:•..•2•:...f :..:'....• .'..itf".t5.-:::!'•••f:?-f:::::-...,r,';:; ..i..i:;44iLl$1/478±2...14.••••,,••.:--:::: - ...- ,.j•..•-;.....: ...•;.' '" : ' •:...• 1... •:....., '•_.::::;._-..-.!......_:-'..-:•••.....::.:"--.-.,:-..:-.........,.... • . . . . - AUG .1 ' i' '". "'' • 7,.... :V::;',......F........:•:-.;•'•••-';'....:.•:-.......;.-....-';'..:•:''.•..-....•••••••••:.- "": ............ .-t:••..•.•':-•••-•,.:'••?.::': • .•••••.:'•'..:'..•.....:'••.•• ...' :''.•:•' '' ' .......... 0 4 < '. . • " .... . ... .... • .. . ... . .• . . ....•••--. , 7671 Date ...%;....•::.•.)..:.-......::...:.:.;:;:•;:.•::.r...-.'.:...••,',•P•••..L"':.•••'•:-..::.:•. ".J:*••• •:,.,.*.." : •.*..:•.••-•',•..-..•-•-.--•,..:.••.:••.•.....".• 6/A,4•1r_a-Ms..1.' le, allillia 10 11M111a111°1l14 ) cost. 111 --7.••.'...-:•'-'...••r.:''.'%....-'......-.•..- .. . • ..., ....... aiiIIIIIIIIIIIIIIIIII :. .. . . -''. • ''- '. ...:- ••.:..•:...;*:'.....•....,..-;•••-.../4:'..-•••:.::••-••.'-:.•., :•;.:'::'•-•:' ............:'';:•::::..7...•'•%.•••• l'.,.....,•• :•:•:. • ' ' ,A.,:.....":••..,'•,;',•;'!-•. :::.4•::::::-.•..:-.• • . .- :- ,..,.•:•'6phingpIrkkicrtkVOOPM.. _. , - • - • • .i':.•-'•1 ...4.,''':'• -1-.:-. .Was-.. . . •.. ,:9805 - • • ••. •••• • •.•••.• ....... .,... =..::,... -....., .r...... . ..... •..... ....... ..,.. . .... ...,. :•.,. :..-.•..• ,7.77..__ ___...nor...:. .Grady.....:..00itairwt,. Way-.,,• .56%;.. •iiiiytua; ... ..iiii„4.. •••..0:07..1*f•,i.40.0.41str,.....- !•.••-;:::.1::.:....;,.......;.:1.............:,.......;:::_:•.:•••;:,..:4.......r.:,4.-...,;:::.............,....*:,,..::.7...;:.:::::B...,...::::.......::....::.;..,.....;.....:••.........-..;;:::::::::.:_g::,.....;:,:::...:. Ins's South...'. '' ;'Renton... 5,.•. :... ............... ........... .....,::: ..... .,.:, ........ -• - • c22.. 01,(ifiet,w • /14)._ Ca/v1;ce _ ,z79 1\,ekiv_ 6,,,..)..e.,a,t_ , - . )14 /19 ‘e ' 714? f- 1/.6'-..(t-e-elivi extil 1/1/Le. a .f lig,- '-. '•_ -7- - 36. I,Q. eeAr:AA-k9 /71 ,,,,,,, 7 0--t4 • -----/Z-, c Li a_rd 6 u vv,reAr -/- N ;.r CIT' 3F RENTON -1. w" Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 6, 2000 Ms. April Harr RHL Design Group, Inc. 1550 140th Avenue NE, Suite 100 Bellevue WA 98005 SUBJECT: 43RD STREET CENTER SHORT PLAT-LUA-00-034-SHPL Dear Ms. Harr: The final review on the above-mentioned short plat has been completed. You may submit the signed and notarized original short plat mylars along with a check in the amount of$15.15 (current courier fee)made out to CD&L, at the Customer Services counter on the 6th Floor of Renton City Hall. The original short plat mylars will be signed by our Public Works Administrator and sent out for recording along with the Reciprocal Easement Agreement and Use Restriction document. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, 00).0/.,4-A - K. d21.,,-4_1,,,o,v Carrie K. Olson-Davis Development Services,Plan Review FAXED TO: Bob Glassey,Barhausen Consulting Engineers 425-251-8782 cc: Neil Watts Yellow File C:\PlanReview\CDAVIS\SHRTPLAT\43rd St Center4L.doc 1055 South Grady Way-Renton, Washington 98055 61NThic naner cnntains 50%recycled material.20%oast consumer f, CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 30,2000 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson-Davis,Plan Reviev60 SUBJECT: 43rd STREET CENTER SHORT PLAT - LUA 00-034-SHPL Attached is the most recent version of the above-referenced short plat. The following attachment is enclosed for your review: • 43rd St Center Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval-� i cj \ (ALY, ./a, _ p� , Date: � � z Robert T Mac Onie,Jr. Son' 'ess� Cc:Yellow File �l C:\PlanReview\CDAVIS\SHRTPLAT\43rd St Center3m.doc CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 15,2000 TO: Neil Watts,Plan Review FROM: Carrie Olson-Davis,Plan Review SUBJECT: 43rd STREET CENTER SHORT PLAT - LUA-00-034-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed,please sign below or return your comments as needed. Thanks. l iQ vu le l S cc. CvvUl 121 v I I(ti (CA ) zo'i a pv,pev-tq - 7e.ve lop ti-a-i-e ed el ci' ' -fc-) it etitJ F cuv—e., a A ye vi e q fug bcc114uuv( coosi vi4Ctiovi p.evnir-15 . )f, /lhi /5evv,ct GJ vcYj�L//o�/S to be QYO✓,U c(4/ ) - lam 5c-pctita4 ceevelO/kC4 pevi/ 06-64 rccOV cA I 6Slro✓rt Fla, 746e Yt�tt7`i</aasio►i fee4 coi/ec et buildfril revvvi/r e (40,,H4a1 /), VC c e 401.e fo) devclopi 7 ?VD e / ). St�wt S sfievvt al✓ �: p/ e - inc,l14�:,4 ,c ri�f�a y c(r� pvov(Sloos -- Lo v,51v1,(C1rG( vnicte:i euv/i e-i fibad, sized -(6-) iwtp v i sc -ze.e dove/o tozzeei. 51-ved lwryvvi / Place . Stic to hz .cvve� -/ e "s7i1:i dviieeoa1 Ct0 ire Sk,,a —eL f-ce�ej SetexA tO t w�cr►yt ,vy r✓tdi ce va lile 7,0 s e r ve_. t ,) p rz-cam(. �Jorte = Ataiw ley/sract s-hc« erg( dv/veu>ac add;fe5sC(' / /teh-i o (J Ke.ci(vocal Eg5e144e-il ff?vee144-e 05e kestv,c1161. 1v2 Uv g///0v Approval: I J?J &aI ,Date: 6/ / 0 Neil Watts Cc: Yellow File • • Return Address: RSJ Holdings, LLC 742 1st Street South Kirkland WA 98033 . Please print or type information Document Title(s): RECIPROCAL EASEMENT'AGREEMENT AND USE RESTRICTION Reference Number(s)of Documents assigned or released: [on page of document(s)] Grantor(s)(Last name first,then first name and initials): 1. RSJ Holdings, LLC 2. • 3. . 4. ❑ Additional names on page of document Grantee(s)(Last name first,then first name and initials): 1. 7-Eleven, Inc. and to any future owner or occupant of Lot 1 2. 3. 4. 0 Additional names on page of document Legal Description (abbreviated: i.e. lot,block,plat or section,township,range): See Attached EXHIBIT A • • ❑ Additional legal is on page 5 of document • Assessor's Property Tax Parcel/Account Number: ❑ Additional legal is on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. AFTER RECORDING MAIL TO: RSJ,Holdings,LLC 1 of 5 742 1S`Street South Kirkland,WA 98033 RECIPROCAL EASEMENT AGREEMENT AND USE RESTRICTION This Reciprocal Easement Agreement and Use Restriction(Agreement),dated as of March 17, 2000,is by RSJ Holdings,LLC,a Washington limited liability company("Owner"). RECITALS Owner is the owner of two contiguous lots of land located in the City of Renton,County of King, State of Washington,described in Exhibit A,attached hereto,as Lot 1 and Lot 2. Owner has leased Lot 1 in its entirety to 7-Eleven,Inc.,which currently operates,directly or indirectly through a franchisee,a 7- Eleven corner market with gas pumping facilities,and Lot 2 is unimproved and unoccupied. The lease on Lot 1 provides for reciprocal access between the two parcels. The lease also restricts Lot 2 against the sale of certain items for the term of the 7-Eleven lease. This Agreement,upon recordation,shall establish the rights and obligations between the current and subsequent owners and occupants of Lots 1 and 2,and it shall be subject and subordinate to existing easement and access agreements of record. AGREEMENT 1. Grant and Reservation of Easement. Owner hereby grants to 7-Eleven, Inc.and to any future owner or occupant of Lot 1 the nonexclusive easement for ingress and egress from and to Lot 2;and Owner hereby reserves unto itself and to any future owner or occupant of Lot 2 the nonexclusive easement for ingress and egress from and to Lot 1. The parties shall have joint use of all driveways. 2. Limitations on the Easement. The sole purpose of the easement is for reciprocal access,and this shall include no other use. Specifically,and not by way of limitation,the easement shall not include reciprocal parking rights,and the right of the owners,occupants,patrons or visitors of one parcel shall not have the right to park on the other parcel;except that people patronizing stores at both lots shall have the right to do so without moving its vehicle from one lot to the other. 3. Area. The owner or occupants of one parcel shall have no rights to limit or control the building envelope,site plan,circulation plan or use of the other parcel,so long as vehicular access is provided at or near the points that it is now provided,vehicular access to Lot 2 is relatively unencumbered as it is given the current development at Lot 1,and visibility of the building(s)at Lot 2 is not materially diminished from the visibility as it is given the existing development at Lot 1,unless the parties(including 7-Eleven,Inc.,so long as its lease remains in effect)agree in writing to the contrary. The development of Lot 2 may or may not be in conjunction with a larger development to include other contiguous properties as well. 4. Temporary Closure. At the time that this Agreement is executed,Lot 2 is unimproved. Owner shall not be responsible to provide access to Lot 2 until said parcel is developed. Additionally,from time to time the owners or occupants of one or the other parcel may develop or redevelop or rehab its parcel which causes the temporary obstruction or closure to the access point. This shall be permissible without remuneration or compensation to the other parcel owner;however,the owner shall use reasonable diligence to reopen the access point. 5. Maintenance. Each owner shall be responsible for the maintenance and repair of its own lot, without contribution from the other owner. Each owner shall maintain its property in a condition sufficiently adequate to allow for safe vehicular and/or pedestrian access to and from the adjacent lot. If a lot is in such disrepair as to eliminate any reasonable use of this access easement,then the complaining owner shall have the right to pursue its legal and equitable remedies,including specific enforcement for the, • Reciprocal Easement Agreement and Use Restriction 2 of 5 SW 43rd St.&Oakesdale Ave. SW,Renton,WA Page 2 adequate repair of the other lot and for damages,including consequential damages,for the de facto unilateral abrogation of the rights under this Agreement. 6. Risk of Damages and Indemnity. Any use of a lot for access shall be at the risk of the party using it,and the owner or occupant of the other lot shall not be liable or responsible for any damages to property or injury to person or loss of life which may result from the use of the easement. Each owner of a lot agrees to defend, indemnify and hold harmless the other from and against any and all claims,demands, costs,losses,damages,liabilities and expenses(including investigation costs,remediation costs,court costs and attorneys' fees)arising out of or resulting from:(a)claims made by third persons or parties for personal injuries(including death)or damages to any property,remediation costs,and fines or penalties,incident to or arising out of the use of the easement;and(b)the release,discharge,disposal,processing,handling,or use by an owner,its agents,tenants,employees or contractors,or any hazardous materials or any materials, including surface water,in such a manner as to contaminate,degrade,damage or cause injury to the other lot. This indemnification shall not apply to the extent such claims,demands,costs, losses,damages, liabilities or expenses result from negligent acts or omissions or willful misconduct of the other party to this Agreement, its officers,employees,agents,tenants or contractors or from the breach of this Agreement. 7. Liens and Indemnity. Neither owner or occupant shall have the right or power to create or permit any lien of any kind or character to attach to the adjacent lot,and the owner of each lot agrees to defend,indemnify and hold harmless the other owner from and against any and all claims, liens and demands,including without limitation,mechanic's and materialman's liens,by or on account of any party, arising from the use,occupancy,conduct,management of or from any work or thing whatsoever done on or about one's lot. 8. Compliance with Laws. Each party,at that party's sole cost and expense,shall comply with all laws,ordinances,rules and regulations of all governmental authorities having jurisdiction over such party's property. 9. Nonexclusive. The rights herein granted are not public and are not exclusive,and the respective owners of the lots shall have the right to use the property in a manner not inconsistent with the easement rights,and each shall have the right from time to time to grant other licenses or easements to other parties for such purposes and at such place or places as the owner may at such time or times deem proper, subject to the limitation that such additional license or easement holders shall not unreasonably or materially interfere with the current easement rights herein. 10. Restriction on Use of Lot 2. During the term or extended term of the 7-Eleven, Inc. lease on Lot 1,unless otherwise agreed to in writing by 7-Eleven,Inc.,no occupancy of any building on Lot 2 shall be allowed to sell the following items:.packaged fluid milk in one quart or larger containers;commercially packaged bread products;commercially packaged delicatessen and delicatessen type items,normally sold in grocery stores,specially packaged lunch meats and packaged sandwiches;grocery items;cigarettes and tobacco products,unless vended by machine;beer and wine for off premises consumption;health and beauty aids;soft drinks in six pack,eight pack,case lots,half,one or two liter bottles;candy,unless gift boxed or sold in bulk;newspaper,magazines and paperback books;motor fuels;lottery ticket,money orders,phone cards;and automated teller machines(ATM's)services. 11. No Modification;Integration. This Agreement may not be modified or amended except in writing signed by the owners and then-current tenants of both parcels. This Agreement constitutes the entire agreement and understanding between the parties hereto and supersedes all prior and contemporaneous agreements and undertakings of the parties in connection therewith. 4 Reciprocal Easement Agreement and Use Restriction - 3 of 5 SW 43`d St.&Oakesdale Ave. SW,Renton,WA Page 3 12. Notice. Any notice permitted or required to be given by either party to this Agreement shall be given in writing and may be effected by certified United States mail,with return receipt requested, properly addressed,postage prepaid,by reputable overnight delivery service,or by personal delivery,as follows: Owner of Lots 1 and 2: RSJ Holdings,LLC 742 1st Street South Kirkland,WA 98033 Attn: Richard A.Gumpert Occupant of Lot 1: 7-Eleven,Inc. 2711 North Haskell Dallas,Texas 75221 Attn: Property Manager or to such other address or person as may be substituted pursuant to notice in accordance with this paragraph. 13. Abandonment. In the event that both lots remain vacant for two or more years from and after the time that both parcels are developed,and the easement herein is not used by either lot for one year or more,then this easement shall be deemed abandoned and terminated in the event that one or the other or both lot owners give notice of abandonment and termination. Said notice shall be recorded. 14. Termination. In the event of termination by agreement or otherwise as provided in this Agreement,the parties shall execute a written release and termination, in recordable form,and record such agreement or other notice of termination. 15. Successors and Assigns. The benefits and burdens hereof shall be binding upon and shall inure to the benefit of the owners and occupants of the lots,and their respective successors,assigns and legal representatives. 16. Attorneys Fees. In the event of any dispute arising from or relating to this Agreement,the prevailing party in any such proceeding shall be entitled to recover its costs and reasonable attorneys' fees. RSH HOLDINGS,LLC a Washington limited liability company ,72 133 `72LY.f chard A.Gump ,Managin Member Reciprocal Easement Agreement and Use Restriction 4 of 5 SW 43`d St.&Oakesdale Ave. SW,Renton,WA Page 4 STATE OF WASHINGTON ) )SS. COUNTY OF KING ) On this rg day of IA ,2000,before me,the undersigned,a Notary Public in and for the State of Washington,duly commission4 and sworn,personally appeared Richard A.Gumpert,to me known to be the Managing Member of RSJ HOLDINGS,LLC,the Washington limited liability company that executed the Reciprocal Easement Agreement and Use Restriction,and acknowledged the said instrument to be the free and voluntary act of said company,for the uses and purposes therein set forth,and on oath stated that he was authorized to sign said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. 'O�f11 .„„ Notary's S glature ss°�G.� K• ROUE oBs� V e STW 1�� 1 V eJ a��'�P \SSION FAA�•S o Print Notary's Signature = ?� NOTARY�900 Notary Public n and fo th ate of Washington, '. PUBLIC Residing at: Dn N •. My commission expires: •9,1,Q I +;7),'�GNe 29,? C` gee �O' •......• �` azaL add�F'WAS z^%. • LEGAL DESCRIPTION 5 of 5 LOT 1 ALL THAT PORTION of Adjusted Parcel"I" of City of Renton Lot Line Adjustment No. LUA-98-027-LLA, as recorded in Volume 124 of Surveys, page 211, under Recording No. 9809239001, Records of King County, Washington, lying East of the following described line: COMMENCING at the Southwest corner of said Adjusted Parcel"I"; THENCE South 88° 48' 50" East along the Southerly line thereof, a distance of 122.53 feet to the POINT OF BEGINNING; THENCE North 01°48'07" East, 230.01 feet to the Northerly line of said Adjusted Parcel"I" and the terminus of the herein described line. LEGAL DESCRIPTION LOT 2 ALL THAT PORTION of Adjusted Parcel"I" of City of Renton Lot Line Adjustment No. LUA-98-027-LLA, as recorded in Volume 124 of Surveys, page 211, under Recording No. 9809239001, Records of King County, Washington, lying West of the following described line: COMMENCING at the Southwest corner of said Adjusted Parcel"I"; THENCE South 88° 48' 50" East along the Southerly line thereof, a distance of 122.53 feet to the POINT OF BEGINNING; THENCE North 01°48' 07" East, 230.01 feet to the Northerly line of said Adjusted Parcel "I" and the terminus of the herein described line. „ _ - CITY JF RENTON ..LL it% Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator Post-it®Fax Note 7671 Date( 0:7_c0 pages To /}IJan FromOrIi -Cjit zi June 26, 2000 Co./De Co. /ep_zipi _ri Phone#�/ �/? 3/6 Phone# 0_7 Fax# `�^` 7!6 6, O p3 , Fax#it. 4 O^7a360 Ms. April Harr o�+� RHL Design Group, Inc. 1550 140th Avenue NE, Suite 100 Bellevue WA 98005 SUBJECT: 43RD STREET CENTER SHORT PLAT-LUA-00-034-SHPL Dear Ms.Han: The second review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once all comments have been completed please resubmit three copies of the short plat drawings(bluelines). Short Plat Drawing Comments: • A new City of Renton land record number(LND-20-0268)needs to replace the land record number currently noted on the drawing, due to the change from a preliminary plat to a short plat subdivision. • The address for proposed Lot 2 is 1250 SW 43rd Street. • The Second Subdivision Guarantee submittal, dated May 17, 2000, lists various covenant, conditions and/or easements documents recorded under King County Rec. Nos. 9712312199 and 9810280442. Note all pertinent restrictions, agreements and easements of record on the drawing • Were rebar and cap marked"BCE 28238” set at the corners of underlying Parcel "I" (as noted on Sheet 2 of 3 of Lot Line Adjustment No. 98-027)? • Revise Item No. 2 under "SHORT PLAT NOTES"(Sheet 1 of 2) to read as follows: "Access easements are hereby established for the joint use of the existing driveway per the Reciprocal Easement Agreement and Use Restriction document, as recorded under King County Recording No. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, aikM-A-It_YOg4,1)4-464)1‘4 Carrie K. Olson-Davis Development Services,Plan Review cc: Neil Watts Yellow File C:\PlanReview\CDAVIS\SHRTPLAT\43rd St Center2L.doc 1055 South�� Grady Way-Renton,Washington 98055 PF]This paper contains 50%recycled material.20%post consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 23,2000 TO: Carrie Davis-Olson FROM: Sonja J. Fesser SUBJECT: 43rd Street Center Short Plat,LUA-34-034-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant A new City of Renton land record number(LND-20-0268)needs to replace the land record number currently noted on the drawing, due to the change from a preliminary plat to a short plat subdivision. The address for proposed Lot 2 is 1250 SW 43rd Street. The Second Subdivision Guarantee submittal, dated May 17,2000, lists various covenant, conditions and/or easements documents recorded under King County Rec.Nos. 9712312199 and 9810280442. Note all pertinent restrictions, agreements and easements of record on the drawing Were rebar and cap marked"BCE 28238"set at the corners of underlying Parcel"I"(as noted on Sheet 2 of 3 of Lot Line Adjustment No. 98-027)? Revise Item No. 2 under"SHORT PLAT NOTES"(Sheet 1 of 2)to read as follows: "Access easements are hereby established for the joint use of the existing driveway per the Reciprocal Easement Agreement and Use Restriction document, as recorded under King County Recording No. \H:\FILE.SYS\LND\20\0268\RV 000620.DOC CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 15,2000 F?cEI VED JUN 1 TO: Bob Mac Onie,Technical Services 5 2000 Sonja Fesser,Technical Services (1I1-IT�Ysi FT N FROM: Carrie Olson-Davis,Plan Review S SUBJECT: 43rd STREET CENTER SHORT PLAT - LUA 00-034-S$PL • Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Reciprocal Easement Agreement and Use Restriction • Lot Closure Calculations • Plat Certificate • 43rd St Center Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: \ , Date: Robert T Mac Onie,Jr. Sonja Fesser • Cc:Yellow File 1 C:\PlanReview\CDAVIS\SHRTPLAT\43rd St Centerlm.doc J 411 CITE _,)F RENTON pto ..LL Planning/Building/Public Works Department Greggimmerman P.E. Administrator Jesse Tanner,Mayor gg June 14, 2000 April Harr RHL Design Group, Inc. 1550 140t Avenue NE, Suite 100 Bellevue, WA 98005 Subject: 43rd Street Center Plat File No. LUA-00-034,SHPL-A,ECF Dear Ms. Harr: 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 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 Administrative Short Plat Conditions of Approval. If you have any questions, please feel free to contact me at(425)430-7270. For the Environmental Review Committee, §:latG3 Lesley Nishihira Project Manager cc: RSJ Holdings, LLC/Owners FINAL. 1055 South Grady Way-Renton, Washington 98055 OS N r"_ -, ----- - - ¢GHAv� CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES $ , I I s` may, <rtiG 6MG►NOf LETTER OF TRANSMITTAL TO: Gregg Zimmerman DATE: May 31,2000 City of Renton SENT VIA: Courier Delivery 1055 South Grady Way OUR JOB NO: 6777 Renton,WA 98055 RE: LUA-00-034,SHPL-A :•Quantity Dane Description 3 Sets 5/31/00 Short Plat with Noted Revisions 1 Set 5/31/00 Lot Closures 1 N Plat Certificate PLAN REVIEW DEVELOPMENT PLANNING CITY OF RENTON CITY OF RENTON J U N 1 3 2000 MAY 3 1 2000 RECEIVED RECEIVED cc: April Harr,RHL Design Group(w/enc) Signed: Richard Gumpert,Independency Development(w/enc) R.William Glassey,P.L.S. Dennis J. Saltys,Barghausen Consulting Engineers,Inc. Project Surveyor 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX www.barghausen.com 6777t0101BG/ta] s 43rdStreet Center Short Plat LUA-OO-034, SHPL-A Renton, WA BCE# 6777 Lot Closures May 31, 2000 0 0m Barghausen Consulting Engineers, Inc. M g PLAN REVIEW 18215 72" Avenue South m CITY OF RENTON Kent, WA 98032 274 J U N 1 3 2000 (425) 251-6222 I i o o z2 RECEIVED g .TPC Professional (tm) Date:5-31-2000 Time: 10 :20 File:C: \work\5911 .TRV Page 1 Survey: ZELMAN RENTON BLA Traverse: LOT 1 SP DF=1 . 000000000 Pt Typ Brng HDist Y X LOT1 : 1 164359. 1569 1293877 . 1832 S1°48 ' 07"W 230 . 01 LOT1 :2 164129.2618 1293869 . 9506 S88°48 ' 50"E 166. 97 LOT1 :3 164125. 8059 1294036 . 8882 N46°36 ' 14"E 18 . 50 LOT1 :4 164138 . 5161 1294050 . 3308 N1°48 ' 07"E 217 . 02 LOT1 :5 164355.4245 1294057 . 1546 N88°48 '43 "W 180 . 01 LOT1 : 6 164359. 1569 1293877 . 1833 T, TPC Professional (tm) File :C: \work\5911 .TRV Date: 5-31-2000 Time: 10 : 13 Traverse LOT 1 SP ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HDist : 812 .51 Feet Linear 0 . 00 Feet SDist : 812 . 51 Feet *Y -0 . 00 Feet Pts : 6 *X 0 . 00 Feet Area: 41316 .31 SqFt *Z 0 . 00 Feet 0 . 948 ACRES *Brng S43°48 ' 56"E TRAVERSE ADJUSTMENTS : Y X Z From LOT1 : 1 164359 . 1569 1293877 . 1832 0 . 00 To LOT1 : 6 164359. 1569 1293877 . 1833 0 . 00 Correct LOT1 : 1 164359. 1569 1293877 . 1832 0 . 00 TPC Professional (tm) Date:5-31-2000 Time : 10 : 17 File:C: \work\5911 .TRV Page 1 Survey: ZELMAN RENTON BLA Traverse: LOT 2 SP DF=1 . 000000000 Pt Typ Brng HDist Y X LOT2 : 1 164131 . 7980 1293747 .4468 S88°48 ' 50"E 122 .53. LOT2 :2 164129.2619 1293869 . 9505 Nl°48 ' 07"E 230 . 01 LOT2 :3 164359. 1570 1293877 . 1832 N88°48 '43"W 124 . 99 LOT2 :4 164361 . 7486 1293752 .2154 Sl°11 ' 17"W 230 . 00 LOT2 :5 164131 . 7980 1293747 .4465 TPC Professional (tm) File:C: \work\5911 .TRV Date : 5-31-2000 Time: 10 : 18 Traverse LOT 2 SP ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 3050262 Closed Loop Angular HDist : 707 . 53 Feet Linear 0 . 00 Feet SDist : 707 . 53 Feet *Y 0 . 00 Feet Pts: 5 *X -0 . 00 Feet Area: 28465 . 09 SqFt *Z 0 . 00 Feet 0 . 653 ACRES *Brng N88°51 ' 06"W TRAVERSE ADJUSTMENTS : Y X Z From LOT2 :1 164131 . 7980 1293747 .4468 0 . 00 To LOT2 :5 164131 . 7980 1293747.4465 0 . 00 Correct LOT2 :1 164131 . 7980 1293747 .4468 0 . 00 kw/ I.oi uu 10.4A rAA cuo 0l0su/0 UNIT 8 - SEA'1TLE 16 002 BUILDER/DEVELOPER SERVICES DIVISION 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WASHINGTON 98121-9977 BUILDER TITLE OFFICER: DICK CAYS PHONE: (206) 615-3072 E-MAIL: DCAYS@FIRSTAM.COM FAX NO.: (206) 615-2812 SECOND SUBDIVISION GUARANTEE ORDER NO. K806091-9K LIABILITY: $1,000.00 TAX: $17.20 FEE: S200.00 FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, HEREIN CALLED THE COMPANY, SUBJECT TO THE LIABILITY EXCLUSIONS AND LIMITATIONS SET FORTH BELOW AND IN SCHEDULE A GUARANTEES BARGHAUSEN ENGINEERING HEREIN CALLED THE ASSURED, AGAINST ACTUAL LOSS NOT EXCEEDING THE LIABILITY AMOUNT STATED ABOVE WHICH THE ASSURED SHALL SUSTAIN BY REASON OF ANY INCORRECTNESS TN THE ASSURANCES SET FORTH IN SCHEDULE A. LIABILITY EXCLUSIONS AND LIMITATIONS 1_ NO GUARANTEE IS GIVEN NOR LIABILITY ASSUMED WITH RESPECT TO THE VALIDITY, LEGAL EFFECT OR PRIORITY OF ANY MATTER SHOWN HEREIN. 2. THE COMPANY'S LIABILITY HEREUNDER SHALL BE LIMITED TO THE AMOUNT OF ACTUAL LOSS SUSTAINED BY THE ASSURED BECAUSE OF RELIANCE UPON THE ASSURANCE HEREIN SET FORTH, BUT IN NO EVENT SHALL THE COMPANY'S LIABILITY EXCEED THE LIABILITY AMOUNT SET FORTH ABOVE. 3. THIS GUARANTEE IS RESTRICTED TO THE USE OF THE ASSURED FOR THE PURPOSE OF PROVIDING TITLE EVIDENCE AS MAY BE REQUIRED WHEN SUBDIVIDING LAND PURSUANT TO THE PROVISIONS OF CHAPTER 58.17, R.C.W., AND THE LOCAL REGULATIONS AND ORDINANCES ADOPTED PURSUANT TO SAID STATUTE. IT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY TRANSACTION AFFECTING TITLE TO SAID PROPERTY. Ick(491, PLAN C Fy�� CITY OF REVIEW �w l�D p�j.'G Page 1 li �- �1UN i 3 2000 RECEIVED u)/c.)/UU 1.3:4a rA.& zuo b153U75 UN1'1' U - MA'1"1'J..E LJ 003 SUBDIVISION GUARANTEE ORDER NO. K806091-9K SCHEDULE A THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE: A. TITLE TS VESTED IN: RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY B. THAT ACCORDING TO THE COMPANY'S TITLE PLANT RECORDS RELATIVE TO THE FOLLOWING DESCRIBED REAL PROPERTY (INCLUDING THOSE RECORDS MAINTATNED AND INDEXED BY NAME), THERE ARE NO OTHER DOCUMENTS AFFECTING TITLE TO SAID REAL PROPERTY OR ANY PORTION THEREOF, OTHER THAN THOSE SHOWN BELOW UNDER RECORD MATTERS. THE FOLLOWING MATTERS ARE EXCLUDED FROM THE COVERAGE OF THIS GUARANTEE: 1. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN . ACTS AUTHORIZING THE ISSUANCE THEREOF. 2. WATER RIGHTS, CLAIMS OR TITLE TO WATER. 3. TAX DEEDS TO TIE STATE OF WASHINGTON. 4_ DOCUMENTS PERTAINING TO MINERAL ESTATES. DESCRIPTION: THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTH OF SOUTHWEST 43RD STREET, LYING WEST OF OAKESDALE AVENUE SOUTHWEST, LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A POINT ON THE CENTERLINE OF SAID SOUTHWEST 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88°48'43" WEST 784.19 FEET DISTANT; THENCE NORTH 01°11'17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1 AND THE TERMINUS OF THIS DESCRIBED LINE; (ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, RECORDED UNDER RECORDING NO. 9809239001.) Page 2 UD, J/uu 1d;40 rAb ZUD 010JU I'D -. - UNIT !! - SJ AI'I'LE IQ OO4 ORDER NO. K806091-9K RECORD MATTERS: 1. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 2000 AMOUNT BILLED; $14,064.00 AMOUNT PAID: $ 7,032.00 AMOUNT DUE: $ 7,032.00, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO.: 362304-9108-09 ASSESSED VALUE OF LAND: $558,200.00 ASSESSED VALUE OF IMPROVEMENT: $524,100.00 2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: TOTTEN, INC., A WASIHNGTON CORPORATION BENEFICIARY: WEST COAST BANK, AN OREGON CORPORATION AMOUNT: $1,550,000.00 DATED: MAY 11, 1999 RECORDED: JUNE 24, 1999 RECORDING NO.: 19990624001255 3. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): RECORDED: DECEMBER 31, 1997 RECORDING NO.(S): 9712312199 4. RIGHT OF KING COUNTY TO MAKE NECESSARY SLOPES FOR.CUTS OR FILLS UPON SAID PREMISES FOR SOUTHWEST 43RD STREET, ACQUIRED BY CONDEMNATION DECREE ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NO. 81-2-08117-7. 5. TERMS AND CONDITIONS OF CONSENT DECREE FILED IN KING COUNTY UNDER SUPERIOR COURT CAUSE NO. 97-2-17988-2 REGARDING CLEANUP OF CONTAMINATION, A COPY OF WHICH WAS ATTACHED TO DOCUMENT RECORDED UNDER RECORDING NO. 9712312199. MODIFICATION AND/OR AMENDMENT BY INSTRUMENT: RECORDED: SEPTEMBER 28, 1998 RECORDING NO.: 9809282079 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 28, 1998 RECORDING NO.: 9810280441 FOR: RECIPROCAL ACCESS AFFECTS: THE EAST 50 FEET OF THE NORTH 20 FEET 7. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION Page 3 uu id:40 rAA ZUb t515:3U75 UNIT 9 - SEA'1'1'1.± 16005 ORDER NO, K806091-9K OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): .. RECORDED: OCTOBER 28, 1998 RECORDING NO.: 9810280442 8. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION): RECORDED: SEPTEMBER 23, 1998 RECORDING NO.(S): 9809239001 DATED: MAY 17, 2000 AT 8:00 A.M. Ca 4- TITLE OFFICER JB/EJH Page 4 U0/AO, vv 10.40 rae Luo oloal170 UPI"1 b - •Sr;AT11,b U 006 • e ` l MUM SUBDIVISION ORDER NO. gO(P09 I • SUBDIVISION St RVeY This Sketch is furnished as a courtesy only by First American RCDG NO./VOL. & PG. lgOrr 23 6101 Title Insurance Company and it is NQT a part of any title N OTR ANE SEC 34, W 13 TNSHP N RNG 1E commitreeat or policy of title+n:,ince. lk This sketch is furnished solely for the purpose of assisdug in ..,. 1oca:ingtheprereisesaaddoesno(purporttoshowallhighweyr. ` '" roads.or easements affecting the property. No reliance should w E be placed upon this sketch for the location or dissensions of the property end no liability is assumed for the corre loess thereof. ` ' s • 10 in ilr arr Of Minot .E+ lei i®0 or > IP a lK una+ias t7401llrr. Y 11ta109 0.Moos00r OCTAL{O�TO SV+r RLC.10.7�{7w1• •1 1 as 'el . ----- lie'�°'00%MAY 1 l maim ilk oak ...�Cn T_Optd1AY A!O r• M�'LI�\1 I+VPit _ILtRttZL�_ v. I UMai r/SP1CM i_ - �i rCC.10.7a071p5' I I ` • 11.� ' � /1 rIto i /:i . lowol m �+I 011.30 311 IQ u-w un comae— y ..... � �'" ,ru=s+w Y s TK rm 0r varoH / I I I psoac,,r , s PM wo.7.ww.a i a PAti H IA v' e l ADJUSTED a Nrurar•t ace 0t • r PArlda..N i Ix Uri al �I Q 1_4' 1 y \r \ I �6 IO • Q CR` arc osbood i I•• ig"Ca 1 1 f : tc* r t ,OIN.�MACQ A 6 1 suPn110.a0O2 COLOT WYSE I Ia IV 1—. ----- _3J V_ 7.]V_ _- �—_ _ . --_-__. -Alit)M� - s . . _-- --war --- --._._..--_•�-..._J.w s .a's'r I .400 1.4 q ... _..- .�.�'''_Y 1.K_ . .. . .., mY tr 4 no .oleo.le.. -•--' 001C WI".Cast ...*"... ..i.'s, ►Oa'.4 2 art or CITY k_.E RENTON ..� Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 18, 2000 April Harr RHL Design Group, Inc. 1550 140t Avenue NE, Suite 100 Bellevue, WA 98005 Subject: 43`d Street Center Plat File No. LUA-00-034 Dear Ms. Harr: You have received preliminary approval for the 43'd Street Center Short Plat. The preliminary approval is subject to a two-week appeal period. Once the appeal period is complete, you may proceed with the next step of the short plat process. The enclosed handout, titled "Short Plat Recording," provides detailed information for this process. The advisory notes and conditions listed in the Report and Decision (forwarded under separate cover) must be satisfied before the short plat can be recorded. If you have any questions regarding the report and decision issued for this short plat proposal, please call me at (425)430-7270. For questions regarding the recording process for the short plat, as well as for submitting revised plans or other pertinent documents, you may contact Carrie Olson-Davis at (425) 430-7235. Sincerely, Lesley Nishi Ira Project Manager cc: RSJ Holdings, LLC (property owner) Yellow file Jennifer Henning, Principal Planner Carrie Olson-Davis • 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer DEVELOPMENT PLANNING CITY OF RENTON MAY 2 2 2000 RECEIVED INDEPENDENT DEVELOPMENT COMPANY • 742 lst Street South 1216 N.Tustin Avenue Kirkland,Washington 98033 Orange,CA 92867 Telephone (425)827-3688 Telephone(714)288-6840 Fax (425)889-9453 Fax (714)288-6848 705 E.Oak Street, Suite E Kissimmee,FL 34744 Telephone(407)933-0286 Fax (407)933-0950 May 16, 2000 p REVIW FRENTON' Ms. Lesley Nishihira Project Manager JUN 1 3 2000 Development Services Division RECE' ED Renton City Hall—6th Floor 1055 South Grady Way Renton, WA 98055 Re: 43rd Street Center Short Plat- Project No. LUA-00-034,-Plat- Reciprocal Easement Agreement-Northwest Corner of S.W. 43rd Street& Oakesdale Avenue S.W., Renton f 2-0L9 5k) +3p. 5- -L )17-1-001-- Dear Ms.Nishihira: I have enclosed for your review and processing the proposed Reciprocal Easement Agreement that the owner of the parcel (RSJ Holdings,LLC)will record upon the approval and recording of the short plat. Please advise me if there are any issues that must be resolved to conclude this process, or any changes to the document that you will require. Thank you for your assistance. We appreciate your efforts in working with us in this short plat process and in obtaining our permits generally for this proposed-development. Very truly yours, Ric/ hardA. G47 ' Executive Vice President cc: Ms. April Harr—RHL Design Group • iisi::iiiiiiiiiii?iiiiiiiiiiiiiiiiiiiiiiiiiiiiii:iiii::iiiiiiii:;ii:;ii::;:iiiiiiiiiiiiiiiiiii�""""i'+i"":'":""'•.•.•Y•.••••.•••••••`•^••�•••�••••:•••:::'•ii::iiiii]iiii]:]i>iiiiiiii)iiii?>iiiiiii'+iiiiiiiiiiii:ii:::: > iT' OF:Riiiiiiii>'i»'>'>'»l'''>'><»<« <; < > »>> «> »> ><'<»»ii'»«>:<<>:< «»>>>: > <: ...................................................... On the I�l_'' day of flfv ,. , 2000, I deposited in the mails of the United States, a sealed envelope containing Repo A lieu s ( 15-11 documents. This information was sent to: Name Representing LLC— L e_s k_p)vN CJ (Signature of Sender) S a._ e✓- STATE OF WASHINGTON ) ) SS COUNTY OF KING ) t _/ I certify that I know or have satisfactory evidence that . P-J"<1 h.o&, `1'-- 5. jre.ci signed this instrument and acknowledged it to be his/her/their free and voluntary act for theLbses and purposes mentioned in the instrument. ll Da ed .§ J.L 7.c o d7 F ► NotaryPublic in a for the St Washington / I II�A�i�YN��(�"�GF�IEF 9 NOTARY PUBLIC t STATE OF WASHINGTON Notary (Print)MARILYN KAMACHFFF COMMISSION EXPIRES ( • My appointmOfiir ArpiterrmEmir FXPJRFR•r-ag g3 JUNE 29,2003 r Project Name: �3 S Cear," 5 vA- Plat Project Number: LUf\• 00_034, - n NOTARY2.DOC r REPORT City of Renton Department of Planning/Building/Public Works & DECISION ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST: DECISION DATE: May 16, 2000 Project Name 43rd Street Center Short Plat Applicant RHL Design Group File Number LUA-00-034, SHPL-A Project Manager Lesley Nishihira Project Description Administrative Land Use Action (Short Plat Review)for the two-lot subdivision of a .65- acre site located in the Commercial Arterial (CA)zone. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 square feet multi-tenant building. Project Location 1200 SW 43rd Street • ail • %ERutO E4vp CD ' ' E-.—w S. C 4fST f a xpD ; Y , ' •• :DI »xID slE»� .xD a � YP L. ':i • . ¢ 6 qI sE 4 «P. = o =Do« `oD,e-a.,... PL:,..e4Y. cDoCgt::,=V€ a TE U ~ D — , KENT L PORATE .AE 5x¢[O�SR[Ci� »¢Sxn[¢D u 1 - 9 1 N 5 9 P A RI K ,+,.. - •R IO s?PRIN}BR•O'o8 '_ _, , DURLING 4N% 0 RERN NOM e • a e 'Z ' z• 1•' D STRICT 1�0.I DIV.,2 'Q �,< z .f. y�� 8 e9 ID n ,•NBOli00Fii000DETALMAP I .o , .D TRACT D5-- ,..v-„ro-, Ti Project Location Map SHPLRPT • City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED May 16,2000;PROJECT LUA-00-034,SHPL-A Page 2 B. GENERAL INFORMATION: 1. Owners of Record: RSJ Holdings, LLC 742 1st Street South Kirkland,WA 98033 2. Zoning Designation: Commercial Arterial (CA) 3. Comprehensive Plan Land Use Designation: Employment Area—Valley(EAV) 4. Existing Site Use: The site is currently developed with a gas station and convenience store. 5. Neighborhood Characteristics: North: Warehouse/Industrial development(CA& IM zoning) East: Commercial/Industrial development(CA& IM zoning) South: Warehouse/Industrial development(City of Tukwilla) West: Commercial/Industrial development(CA zoning) 6. Access: SW 43`d Street 7. Site Area: 28,465 square feet/.65 acre C. HISTORICAUBACKGROUND: Action Land Use File No. Ordinance No. Date Comprehensive Plan 4498 2/20/95 Zoning 4404 6/7/93 Annexation 4040 2/9/87 Land Use Approval LUA-98-100, SA-A, ECF N/A 7/21/98 D. PUBLIC SERVICES: 1. Utilities Water: A 12-inch water main is available to the new parcel in SW 43rd Street for service to the site. No additional water main improvements are required for this proposed commercial plat. Sewer: An 8-inch sanitary sewer main is available to both parcels along an easement on the north side of the plat. No additional sewer main extensions are required for this short plat. Surface Water/Storm Water: A 12-inch storm line is available to serve this site along the north portion of the plat. 2. Fire Protection: City of Renton Fire Department E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-120: Commercial Development Standards 2. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations 3. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-170: Residential Lots-General Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria shpltrpt doc • City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED May 16,2000;PROJECT LUA-00-034,SHPL-A Page 3 F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element—Employment Area Valley G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant, RHL Design Group, is proposing to subdivide a 28,465 square foot (.65 acre) commercial lot into two parcels. The property is currently developed with a 3,000 square foot convenience store and a 6,375 square foot gas station canopy, which were approved under LUA-98-100, SA-A, ECF. The land use approval also included the development of a retail building, along with associated utility, landscape and parking improvements. Subsequent to the development of the gas station and convenience store, the applicant requested a minor modification to the approved site plan. The modification, which was approved in February of this year, resulted in a reduction to the proposed building area. The applicants have proposed a short plat in order to place the approved retail building within its own property boundaries. The new lot is intended for the construction of a 7,681 square feet multi-tenant building. The lot sizes are proposed at 41,316 square feet (lot 1) and 28,465 square feet (lot 2). Access to both lots would be provided directly off SW 43`11 Street, as well as off of Oakesdale Avenue SW for proposed lot 1. The project site is generally flat. 2. Environmental Review Except when located on lands covered by water or sensitive areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(6)(a). 3. Compliance with ERC Conditions N/A 4. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. Consistency Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat: a) Compliance with the Comprehensive Plan Designation The site is designated Employment Area—Valley(EAV)on the Comprehensive Plan Land Use Map. The EAV designation is intended to provide for a mix of employment-based uses, including commercial, office and industrial development to support the economic growth of the City. The proposal to subdivide the property in order to encourage the future development of proposed lot 2 is consistent with the objectives of the Comprehensive Plan. b) Compliance with the Underlying Zoning Designation The subject site is designated Commercial Arterial (CA)on the City of Renton Zoning Map. The CA zone allows a variety of retail uses as well as other service and eating establishments. The proposed use of the site, as a retail store, would be considered a primary permitted use in the zone. However, at the time of application submittal, the specific use of the building had not yet been determined. Prior to obtaining a business license with the City, any potential tenant would be required to demonstrate compliance with the allowed uses of the CA zone as well as the required parking for that specific use. The proposal's satisfaction of the parking requirements and the applicable CA development standards is discussed below. Lot Coverage — The maximum lot coverage allowed by buildings in the CA zone is 65% for structures that do not include parking. The combined 9,375 square foot ground floor building area shpltrpt.doc • City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED May 16,2000;PROJECT LUA-00-034,SHPL-A Page 4 currently on proposed lot 1 (at 41,316 square feet in area)would arrive at building lot coverage of approximately 23%. The 7,681 square foot structure intended for construction on proposed lot 2 (at 28,465 square feet in area), as approved under LUA-98-100, would arrive at a lot coverage of approximately 27%. Therefore, each of the proposed lots appears to comply with this requirement. Setbacks—The CA zone requires a 10-foot front yard setback from street frontages and no rear or side yard setbacks. The existing and proposed structures satisfy these requirements within the boundaries of the proposed lot lines. Parking — The proposal would allow for the construction of a "retail building." The building's specific use is yet to be determined and appears to be divided into 4 leasable areas, which would qualify as a"shopping center." The parking regulations specify a minimum of 4 to a maximum of 5 spaces for every 1,000 square feet of leasable area. This ratio would equate to a minimum of 31 to a maximum of 38 on-site parking spaces required for the use. As proposed, lot 2 would have 35 on-site parking spaces, thereby satisfying this requirement. In addition, the proposal appears to provide the appropriate amount of ADA accessible spaces, as well as satisfy the required stall and aisle dimensions. c) Compliance with Subdivision Regulations Streets: No new public streets would be created as part of the proposed short plat. The streets adjacent to this plat are fully improved with curb, gutter, sidewalks and street lighting. No additional street improvements or right-of-way dedications are required. The proposed subdivision is not anticipated to generate additional traffic on the City's street system over what was previously reviewed under Land Use Application No. LUA-98-100, SA-A, ECF. Therefore, no traffic mitigation fees are required for this commercial plat. Blocks: No new blocks would be created as part of the proposed short plat. Lots: The proposal will create two lots—lot 1 at 43,316 square feet and lot 2 at 28,465 square feet. The CA zone does not require minimum lot sizes or dimensions. The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the development standards of the CA zone. In addition, all lots have access to a public street. d) Reasonableness of Proposed Boundaries Access: Each lot would have direct access to a public right-of-way(lot 1 via SW 43rd Street& Oakesdale Avenue SW/lot 2 via SW 43`d Street). However, as a condition of approval, staff recommends the site be prohibited from constructing additional driveways for either parcel. The existing driveway between the two parcels on SW 43`d Street should be the only direct vehicular access to SW 43rd Street for the new westerly parcel. Access easements should be established for the joint use of this existing driveway. Topography: The topography of the site is relatively flat with no perceptible slope orientation. Relationship to Existing Uses: The properties immediately surrounding the subject site are designated CA on the City's zoning map. North and east of the site are industrially developed sites. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code. e) Availability and Impact on Public Services(Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development. Impact mitigation fees have been imposed as part of the land use decisions for the site plan approval of the project. Recreation: The proposed commercial subdivision would not impact existing or future City recreation areas. Schools: The short plat would not affect the Renton School District. shpltrpt.doc • City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED May 16,2000;PROJECT LUA-00-034,SHPL-A Page 5 Storm Water. A 12-inch storm line is available to serve this site along the north portion of the plat. A storm drainage report was provided with the application. Existing drainage flows in a southerly direction before reaching a poorly defined ditch, which conveys drainage toward Oakesdale Avenue SW. No storm drainage improvements are required for the proposed commercial plat. Future development of the site, however, would be required to comply with City Code requirements for drainage in place at the time of development. A Surface Water System Development Charge will be required when future development permits are applied for. Water and Sanitary Sewer Utilities: There is an existing 12-inch diameter water line located in SW 43rd Street to serve the new parcel. An 8-inch sewer main is available to both parcels along an easement on the north side of the property. The future development of the parcel may require the installation of a new fire hydrant, depending on fire flow requirements. Water and Sewer System Development Charges will be applied when application is made for the development of the site. H. DECISION: The 43ftl Street Center Short Plat, File No. LUA-00-034, SHPL-A, is approved subject to the following conditions: 1. The site shall be prohibited from constructing additional driveways for either parcel. The existing driveway between the two parcels on SW 43rd Street shall be the only direct vehicular access to SW 43rd Street for the new westerly parcel. This requirement shall be noted on the face of the short plat to the satisfaction of the Development Services Division prior to the recording of the short plat. 2. Access easements shall be established for the joint use of the existing driveway. The easements shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. - — ----- 3. Due to the common utility infrastructure on the subject site,the applicant shall note the following language on the face of the short plat: "Utility Easement Provision: The owners of the lots created herein have the right to enter any of the other parcels in order to inspect and/or repair common utility improvements." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. DATE OF DECISION ON LAND USE ACTION: May 16, 2000 SIGNATURE: /107 Gregg A.Zim erm n,P/B/PW Administrator decision date shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED May 16,2000;PROJECT LUA-00-034,SHPL-A Page 6 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. Construction Services 1. The applicant must comply with the 1997 Uniform Building Code and 1999 Uniform Electrical Code as adopted by the City of Renton for any future construction. Plan Review—Sewer 1. Future development of the new parcel will trigger Wastewater System Development Charges for the parcel. Plan Review—Water 1. Future development of the new parcel may require installation of a new hydrant, depending on fire flow requirements. A Water System Development Charge will also be required for future development of the new parcel. Plan Review—Drainage 1. No storm drainage improvements are required for this commercial plat. Future development of the new parcel must comply with City Code requirements for drainage in place at the time of development. Surface Water system Development Charges will be required for future development permits. Property Services 1. The Land Use Permit Master Application form notes this project as the 43rd Street Center, while the plat drawing is titled the"Oakesdale Preliminary Plat." Determine which plat name is to be noted on the final drawing. 2. The Plat Certificate dated December 22, 1999 and the Land Use Permit Master Application both note that RSJ Holdings, LLC is the vested owner. The plat drawing notes Independent Development Company as the owner. Property Services— Information needed for FINAL PLAT APPROVAL 1. Note the City of Renton land use action number and land record number(LND-10-0353)on the drawings in the spaces provided. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. 2. Show the second tie to the City of Renton Survey Control Network. 3. Provide plat and lot closure calculations. 4. Note all easements, agreements and covenants of record on the drawing. 5. The city will provide an address for proposed Lot 2 after the preliminary review. 6. On the final submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. 7. Required City of Renton signatures include the Mayor and City Clerk. Also required is an approval block for the city's Finance Director and for the King County Finance Division. 8. The references to the"Preliminary" plat should be removed from the final plat drawings as necessary. 9. An updated Plat Certificate will be required (dated within 45 days of Council action on approval of the plat). 10. Note that if there are restrictive covenants or agreements to others (City of Renton, etc.)as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s)are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s)for the associated document(s)will be referenced on the plat in the appropriate locations. 11. If new easements are shown for the benefit of future owners of the proposed lots, then include the following statement,juxtaposed to the subject easement(s): "Area for private (access, utilities, etc.)easement." Comments received from the King County Wastewater Treatment Division 1. Construction drawings for the project should be submitted to Eric Davison in the King County Wastewater Treatment Division, CIP-Civil/Architectural Section, MS KSC-NR-0500,for review during design development so that King County staff can assess the project's impacts. Eric can be reached at(206)684-1707. 2. Please contact Eric Davison at(206)684-1707 a minimum of 72 hours prior to commencing any construction in order to allow staff time to arrange for a King County inspector to be on the site during construction. 3. King county has a permanent easement for the trunk sewer line adjacent to the site. Prior to project approval, King County must be guaranteed the right to maintain and repair the sewer line. In the event that the line must be relocated, a new permanent easement must be provided. Please contact Faith Roland, King County Water and Land Resources Division, Office of Open Space Section/Right-of-Way, MS KSC-NR-0600, at the address above, shpltrpt.doc ' City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED May 16,2000;PROJECT LUA-00-034,SHPL-A Page 7 or at(206)296-7804,to discuss the matter. 4. The applicant must provide evidence of liability insurance and enter into a save-harmless agreement with King County. Please contact Faith Roland at(206)296-7804 to discuss the matter. TRANSMITTED this 17th day of May, 2000 to the applicant and owner: RSJ Holdings, LLC(owner)) 742 1st Street South Kirkland,WA 98033 RHL Design Group, Inc. (applicant) April Harr 1550 140th Avenue NE,Suite 100 Bellevue,WA 98005 TRANSMITTED this 17th day of May, 2000 to the following: Larry Meckling,Building Official C.Duffy,Fire Marshal Neil Watts,Public Works Division Laureen Nicolay Jan Conklin Carrie Olson-Davis Lawrence J.Warren,City Attorney South County Journal Land Use Action Appeals& Requests for Reconsideration The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14-day appeal period(RCW 43.21.C.075(3);WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision,any party may request that a decision on a short plat be reopened by the Administrator. The Administrator may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the Administrator finds insufficient evidence to amend the original decision,there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on May 31,2000. 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. Appeals must be filed in writing,together with the required$75.00 application fee,to: Hearing Examiner,City of Renton, 1055 South Grady Way, Renton,WA 98055. EXPIRATION DATE: The Short Plat approval will expire two(2)years from the date of approval. An extension may be requested pursuant to RMC section 4-7-080M. shpltrpt.doc . .. H2 - 25T23NMEE1/2 1 1 _IM i .. SW 41 st St. IN I / --I M--I • j ___.- --'il -i � IM •IM )•• , , , e 43rd St. i CA, / N . 1•1=11.1 .11M4 ,4=.41m......•=••••••=80• ••11N4M.4•11 117/i CO w I z \ \ I1 N \i o \ S 186th St /7 \ , �~ I I I� S 188th St 1 (.. , S 190th St I NNNNN .- "P',49 I , �� c) 4. S 192nd St S: I �� o � 1 o o°4' 12 B'ZONING 1I4800 p' "" TECHNICAL `�`� 36 T23N R4E E 1/2 �F To 12/02/99 . . . L O NING MAP BO K . . ... .. .'m p i. ................ �� ��'- - .',�1,- (`, is ��..` a q', -mil _� S� ` F- ,1,u {, yy ,I,> 1 L' Assam::\�: ":.� I�, n�(.t.-.ik- :��. Ir ry;IIR•r�� 1 tl �. it 9 .r N/'-:::;;I::.::: : I $ 24 .`�f'slr.�"�•r.' R 26 T24N R5E +s l i I ---- ------ _ ----------------- ----------------- - 44 1 �I 6 ;. J .--•--.--.----- •---.- 7 ott.26-0-gaii.,0:igib:&.-.Emit;:,:iiztvin. ,.*,,, , .i.;\ .,..,...„. v:.:v::.v::i`ii:.v:.vr:::::-..- r' I► r•. .�:>' �l n ' ' .124N R5E t'I P ilpl! 4 :6 ' : hainp i141'� '` ` •a ! I :p-�_ � I .�vM11AS jot ,�` iil .'/NM t T'i, f.. /8,,,SEUEEEEE:E:EE......:.:,:ia::,.:.;.5,Eiaili :::r:- UI� �' �ar:::t:=:# ramV:1 'NfG1/u,� ? . R5• 1:11171 r1 R � '�`'+�' �/' �l t1, � I �1tu� � �•� FJ'a 1 1 r'a4 cY��{�t :ikm, / M ULr e� • !-i. u I - , -3• V �7}���.��`, t. 1�R �L v't toil i�� ;I & I Nt 1 '.�I ,� i Nil 9Ji ! Illll_ ; ul I(�l ripi ii ill - E._ a y�.il.l:� / ° - 1 rsiN -. 2.�,►I R5E (dif, . ...,....--,,,..,.1,—610,;.4 isi,A.,ler . , 1_, ),4YyL rr1 T 1}1Yr ,A, i,, ' S •. 1 1T1 �`�� . . I�1'_r/ 1i 111�{f - —\ �� II11, I' • f Z 4 IST , ; .I I mo, r, frif � `Q! M ,. , �v ' �� 'I 11 ���r, � �, 371 81. :�' 11 : 1 � �i � . r - y GG �„ � _'� *let�[j� � �r� i��;`. � AIL. 11 * Pt imirf T2R'f, -_„'I lfo�l,�a,i-_r R 22 T23N R5la�_i 23 T23N R5E IS I I r.Y`/_ A M[` -u ' 'a� \n a ire'1ri 1It �F '0 ` :r JL : ., I i i • E.T.:I 12''' : -h .il aril :41.0. 74* ! 1 :'\' - .. „ •''' .,. ',; ',1 ;' 41.') \ LA ill ,M. ''- . - .--.- ),„. fk,...'..,..?`A, ! ,illid ,t 1 (~ t e �r i .: 825 I �yrr ' J '.ar`-i 43N R. �` I �3N R '4 ''?�'� I SE 1 G�II L,d 35 T23N-OVA j _j19 6IJ . • ,Nir 17117:11 833 _ :1 ;f ...._ .. - ' _ i; ,__ 114. 'N,k,,,. "'t Ill 22N R4E 1. J: �i 1 -=Y-: - _ =" I R 2 T22N R5E KROLL RC I Resource Conservation n Convenience Commercial (P) Publicly Owned rJ 1. t-,.• I R-I I Residential 1 du/ac I� Center Neighborhood* Renton City Limits I I.•'•,•'-l' I R-5 I Residential 6 du/ac Ii Center Suburban* -""'- Adjacent City Limits nResidential 6 du/ac I-I Center Downtown• " , (Grey Text) Prezones SECT/TOWN/RANGE • Residential Manufactured Homes Eal Center Office Residential rid; Automall District A I R-la I Residential 10 du/ac IT Commercial Arterial Automall District B I-I Commercial Office • For additional regulations in overlay districts IR-14. Residential 14 du/ac u not shown on this map, please see RMC 4-3. 3 I Re-I I Residential Multi-Family Infill In Industrial - Heavy m w rpm Residential Multi-Family Neighborhood Center 1---1 Industrial - Medium PAGE m ZEISI Residential Multi-Family Suburban Center I-I Industrial - Lightj INDEX co IV CEO i Residential Multi-Family Urban Center* El PublicUse te ❑ pa o • • • OF ENTON OAKESDALE PRELIMINARY PLAT N . U XX-XX LAND USE ACTION r. NO LA- X-XXX-SHPL CITY Of RENTON LAND RECORD NO.XXX-XX-XXj( ' A PRELIMINARY PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 38, TWP 23 NORTH, RGE 4 EAST, W.M. CITY OF RENTON KING COUNTY ' WASHINGTON - SURVEY NOTES LEGAL DESCRIPTION .DECLARATION OF PRELIMINARY PLAT • WE.TIE MERRIAM OWNER II FEE SIRE OR THE 81NORIZD AGENT OF INC 1. THE BASIS OF E 1 10 SRIRE INS s11RYET s NM 1988/1991 AS ® (W9(PNCEL ADJUSTED 3N2J04-L9016-09) OWNER OF THE LA OS IFREBT PNE9UUR1 PLATTED.100)3F COLAS TH5 PREEEINU(1 BY AND ON FEE OF I CITY OF MONUMENT 110 THE BN43 OF AHORIZONTALC PUT TO BE x CRAPINC DEPICTION THEREOF. WE ORDER HEREBY DECLARE 1HAT PORTION 5 WY OF RENTON MONUMENT NO.593,WHICH IS A BRASS CAP THr5 PRELIMINARY PUT 5 MADE N ACCORDANCE RUH OUR WISHES AND DESIRES. WITH AN IF N A CAST NON MONUMENT CASE N CENTER OF S.W. THE SOUTH 230 FEET,METE THE WEST WEST 59982 FEET THEREOF,OF THE FOLLOWING • /3M STREET APPRDXEEOUY 35 FEET WEST OF THE CENTER Of OAKESDALE DESCRIBED PARCEL: • AVENUE St. WE LOCATED CITY OF RENTON YOANWT N0.185e BY . TRAVERSE AND HODDEUNE BETWEEN SAD UOIRDMHIS TO BE N0713'36T. MAT PQOION 1CM9'OF THE REST DARTER OF TICNORTHEAST OOAprtR OF SECTION • 2 TIE VERTICAL DATUM 5 MID 1988. THE BOOHOO 5 11E CITY OF 36.TOWNSHIP 23 NORIIL RANGE 4 EAST.WIIAMETTE 9EWO1AN.CITY OF RENTON KING EO[PEIODIt DEVU.OPMEII COMPANY.A 9ARWICTON CORPORATION • RENTON UONNYENT NO.1973,WHICH 5 A KING COUNTY STANDARD BRASS COUNTY.WASHINGTON,DM NORTH OF SW.43RD STREET.LYNG WEST OF CAIESONE DISK STAMPED T(C-F-12 1993'N THE COIKTETE SIDEWALK ON THE NORM FAST OF THE LYING R'G SOUTH OF ANGBE DRAINAGE DRACE p1CN NO.1.AND LYING SIDE OF SW.43RD STREET.THE ELEVATION 5 25.61 FEET(7.605 METERS). EAST FOlOWHG OESCRBm ENE: i BY: 3. MS 5 A FE1D TRAVERSE SURVEY. A S000A 5'ELECTRONIC TOTAL STATION BEDICIINO AT A PONT ON TIE W118010 Of SAD SW.43RD STREET.FROM INCH PONT WAS USED TO MEASURE TIE A GUUR NO DISTANCE REUTIONRBPS BEM'EQ1 THE NORTHEAST GORIER OF HENRY MATS DONAT=LAND CLAN N0.43 BENS NORM OS THE CONTROINNG MONUMENTATEN AS SHIOWN. CLOSURE RATIOS Of THE 88'49'43'WEST 784.19 FEET D6TANL: . TRAVERSE MET OR GCE®THESE SPECIFIED N 1VAC 332-130-090. THENCE NORTH Of 11't7'EAST TO THE SOUTH UNE OF SAO SPREOBR001(SlD11QI .. DISTANCE MFARWNG EOIWDN NAS BEEN CALIBRATED AT AN N.G.S. ORNHICE • ORLH N0.1 AID THE 7ETWNUS Of Tw5 DLSfRIBFD LINE _ ENSURE MO ONE TEM OF THE DOE OF DO SURVEY. ALSO KNOWN AS MASTED PARCEL Y OF CRY OF RENTON LOT LINE AD SIDIT NO. ACKNOWLEDGMENT: 4. ALL TYRE KORNATION SFQ11 ON T16 MAP HAS BEEN EXTRACTED FROM LEA-99-027-Lu AS RECORDED N VOLUME 124 OF SUNSETS.PAGE 211.UNDER FIRST AMERICAN TITLE PRANCE COMPANY SIODNSION GUARANTEE RECORDING NO.9809239001.RECORDS OF KING COWRY.WARWG10N. STATE OF•ASWNGTON ) • - NO.K806091-9K.DATED DECODER 22 1999. Pi PREPARING 5 IMP. )AR- •• BMQYUSFN CONSOLING DONORS.M<HAS CONDUCTED NO NDEPENOUO • CaKWnr OF j TIRE SEARCH NOR 5 BIRQMUSEN CONSULTING ENGINEERS.NC,AWARE OF - NE TILE ISSUES MECTNG THE SURVEYED PROPERTY OUTER DLW THOSE 1 CFRIiY 11V1T I KIIOW OR LAVE SAISFACTORI'(VIOECE 71A7 TITLE NSU THE YAP A/O MOUSED BY THE GUARANTEE. FIRST NIFAIGN SIGNED 1145 NSTRUYENT.ON OATH STATED THAT(ITF/SHI)WAS NDIIORQFD TO DEMO x l.TNIO LG COMPANY SIHAS N 0H WHOLLY E. BIRST NEER NSINIIENT NO AOOOWIIDGFD B AS THE CGUTWICIG ENGINEERS.BC.HAS RIONS DE ONOT FIRST NERCO TO 7111E OF THE IOEPFIIDEHT DEVELOPMENT COMPANY.A WARf1GTO N CORPORATION,TO BE THE FREE • PREPARE PAIOE C0IPANYS REPRESENTATIONS OF THE min COCOON AND VOLUNTARY ACT OF SUCH PART FOR 71E USES NC PURPOSES 11E1lT10LED N THE PREPARE MS SHE tI NO THEREFORE BARQIA LET N ESCONSULTINGOTHAT ENGINEERS, INSTRUMENT. NC.OYLI ES THE ors ACCURACY ANO COMPLETENESS TO EXTENT. 5. FIELD SURVEY BY BAR(iAUSEN CONSULTING ENGINEERS.INC. FUNS CONDUCTED ON 11E 113711 OF.LAlll1ARY.2000. ALL MONUMENTS SION AS FOUND WERE VLSIED AT THAT TIME • 9OATUE OF IIOTAAI PIIHIO DATED e \ (PRINTNNE Of NOT POOlE) 1. ( \ APPOURIENT EPYES: . , zorrroi . DECLARATION OF COVENANT a CA(CITY OF RENTON WA) ji .;., DIE 15 1)0 tHMDie S V5014 BT SIOx91G IE7E'ONH WE71XIN FOR i 10'MINIMUM SETBACK FROM STREET ,e, C FAIENT5M"R A1O l2NEE5 TO COI(VET THE BEM5T TOP KERE51 N THE MEW "' 0'REAR AND ROE SETBACK Ya F/L9F11ELNIS SHOWN ON 1195 PRUAPiWY PUT TO NOV AND ALL FINIS PIRCIIISETS I', .0 4 D OF THE LOTS.OR OF ANY FURTHER SIBON5M THEREOF. TH5 COVENANT o AREA SHALL RUN WITH THE LAND AS SHOWN ON THIS PRELN94ARL'PUT. AREA PROPOSED LOT 1 -41,316 SOFT.(0.948 ACRES( �E • AREA PROPOSED LOT 2-28.465 SOFT. 0.653 ACRES, o TOTAL AREA-69.7e1 SOFT. 1.602 ACRES 1��i APPROVALS: .• 3 167 MANED AND APPROIED THIS DAY OF AD 200 € . 8 CRY OF REMON-AOMSTRATW OF . PtNOOIC11DWC/PLAl1C WORKS • E(AMNED/81AIO APHNOVED TH6_DNY Di AD 200_ • YryNo SCl1ID KWG CO191IY ASSESSOR WWI n • 6s V I a Ol 1 06 ^^ �.............c...ya..........., - NICK DOA RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: t t�"�< NGH'4(�0w 18215 72ND AVENUE SOUTH °�""RI SRF NW 1/4 NE 1/4 SEC.38,T.23N.,R.4E.,W.M. SHT Recording No Mb TOP correctly NPrNe^6 4 army Node W me N under my P,.. P l' KENT, WA 98032 DAZE 1/28/OD SURVEY FOR • Fad IN weed LIN my a .2000 aL— °f`�° A enl MD 1A4 weRw4mNM d TM Sum � m _ "" — Z ) �"'E t' - 40' INDEPENDENT DEVELOPMENT COMPANY 1 Y 6ea_a SwF,ere a PP- 1N re9wal d AWARE 2000. *DEPENDENT DEVTLOPYDR CO. (11C't:slIt" p` (425 251-6222 F+ro k i n �p - (425)251-8782 FAX nEGKED Br: O 742 1st STREET SOUTH - •c e c , _ KIRKLAND,WASHINGTON '98033 OF c 'Ap "'4. 6777 •y42 6 e' CIVIL ENGINEERING,LAND PUNNING. 2 • R. GUSSET.P.L.S. DINE MRCS OS L18/01 CAYaO ENDMEH. SURVEYING,ENVIRONMENTAL SEEMCES PRDhR lIO: KING COUNTY WASHINGTON YOI99W SwgerV4wed!of Rave I RE(951RAIIO11 N0.28238 [!_l ........,,•...•...,,,,,,,,,,,,,,,,,s' 4 6777PP02 411 O A K E S D A L E •PRELIMINARY PLAT CRY of RENrXX uwD USE AcnoN NO. LUA-XXTON LAHPL 1 •�:• A PRELIMINARY PLAT SUBDIVISION OF PARCEL I, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA CITY OF RENTON LAND RECORD NO.%X%-X%-X%x, ;'. • BEING A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 38, TWP 23 NORTH, RGE 4 EAST, W.M. I.. CITY OF RENTON KING COUNTY WASHINGTON �x f 0 • SCALE 1" = 40' � / L/w V� �, I I' II ,��o / / / / • J / 11' VP vs �; I 1 9 01 1 /- r1E{ -\ / .\ - � W Ce f14202 '` ) xn'i so•REC.1 rN ' D/Jr jEASENENT REC.Na "'I�7 n _��' I 90102aDN1 VO. s� •/' ! cal/nles •%�-s�4e'4YE 305.00� • �.• .--p -e - a,uN f1718 •\ �-.,..ap , --r" ' ..- 1! 1� !EAU.: reox �:. j ay, 'ma r- ♦" - 7 +A, 10 STONN.J-BOX ,_ • Ir I W�� N ` - NEW LINE/ FT-?3 3_ ; ``. • ', • E � i • 1 e3 `' N I LYJ T�1 liginalillIP SE/17701 v i N I I _ 1�' •\ A;TTE'T i•2 S ` ' •';1•...:: J-"4.! '^Is•{,, :1 ,� �• •ali PIT / p4 /17042 7I;•=°t: -Olio I* _P .11 ---LIGHT a-BOX •. `� �./" F i �Y \ _, ,i.-:' . SEPAMTOR yq,1�LUMiµVRE • - / g CB/17109., L CB'17107: !I •51 j{ ,-SSIAN 514204 - �'� -8+— g •'Q. - a 1 'Tii :; 55NN/I4205 § i:.: - �---24-_-1 I. CLEANOUT•.•.1•_'PU11P 6lANDs '•-.,. •'t�:,4 . • • m • • .4/GWCWY.• 'IE40U1• •1;=4',1• • I. CO,1420E o `.g ••• ••1 re frno4�y w lnla5 Ie.'-P„A• • 9 ®��r /-CEI E'CB/1703,^y,„;$'�'-�� ,Po,17JFN VAULT t ss +r: 1dr//"r1EA,Aie+asaoav ^: ,<nr ,•':Lr/tu,emrN -.I VA,ti N. ----0 3 . ' ,.-:t .; �!/CWRO PoS1S•..: J-Bpx +� 7wAPE1CiKaui POWER m:Bsei /"�, -3=� _ lai . i �. ' -te/142oT • V4 T - =-24--=J�--�— }22.53'W,i:r.•, 'n -1869Y��ua a_ I / ,I .� • _. . N �, • . NE64�sD'w; Y99. 0 ,L 1.v8. • c _ _ _ « -- --ce na2na_'r �'� n . • MRINIIE= �.: _ :,a 't':...= SSUN P11Jn9 ;C,'7 -Y.•., t B.4,7 -- t16� _ - ::::R;:: ;•.44"411.1:yiil=4....:"`!fWi• :.4 SnYH f14210 r :i:' t..a... �- :;: 'la _:y:;;.':' :;, oaIB1E.'utiJnw IS.UN nuoa ...,.. .Q. t,,... :T•,.. is emar 4iRc.•_.. ,- BARRIER MU- '• :;. ..: E My .pri4 ACCESS RAMP I. I'S= .:y4:i? _ RLc a ��r.y sa SW '43RD`.STRE`E7'..; cfi ri_'':ER MIJ j:.A s4c36'uw 3 _ Of RENTON CI CI ♦ 5U6N/,5255 MON./593 . /I .X •\ 05w1/14214 / - u AT C9/14213, j• OS '1 00 ,LEE DOA 4�1 f.- SRF NW 1/4 NE 1/4 SEC.30,T.23N.,R.4E,W.M. r.,14?•• /� 18215 72NDAVENUE SOUTHarz SHT LEGEND I P l� KENT, WA98032 WILE. 1/28/DD INDEPENDENT DEVELOPMENT COMPANY 2Pm Z (425)251-6222 1• _ 40•• 1/2•REBAR W/PLASTIC CAP P -IL 142/N STREET SOUTHMARKED •BCE 28238•,TO BE SET 17 . 'tl o' (425)251-8782 FAX NE�SORWG /AS CONSTRUCTION IS COMPLETED 5i8 /•ip1,` qWL ENGINEERING,LAND PIANNINC, 6777 • • AHD,WASHINOTON Y8033 �F0000 ADDRESS DESIGNATOR 7y / 62 `4/ ,' SURVEYING.ENNRONYENTAL SERVICES PROJ<CT NUJ` �BNa1N KING COUNTY WASHINGTON 6777PP02 44✓. . - . „•-• - • • ' 1 R i y DOW MONS 1 i II1 . • "..÷.'.."'Z'Zit.,41:111176":+"=';'11.4.'''' UTILITY PLAN 1 f. I CALL BEFORE YOU DIG: ..1 1 i • III II ! I 1-800-424-5555 zrat sou ma.zit..op.woo. ow woo ca 'ril•LE.I.F......i.iiloant:L.V:47:114=ww 2. i • /! I 1 i 1 .I . IIRELMILLIM, E e 1 , 11! ri ! i I . .•1.' ! 11! 11 1 !I I, :I/o.*::11:111.:711.2!Mw:".„"'"41.•4717•Twen E'1 i rt":...1=111:11 Ir..t.','''1•0'.1'W`n•"-'" .• .• . ,. , .• I II, 1i • i:I r7i":":7:1W174.41:74.1SikT"4. ar. ig 4. . .www.low rap soya so so•/wow w.Mao N. . ". •low..ow ova owe. low:Sn•P.•v ITT.9 IVO . .=74'Tr,." i. . MEM 11.20•10 I 1 111 ',I, . . e . . , , : II/ i I,II P.mh • - , , ,, •,• -1,11. • 4i '!! ,. 1:i. (f) ' LEGEND 1.* ....%*:-......r;..t....e.;-V.:.T...... .,..„. - ; ERISTWC CONTOURS ..• i..:ii..::•....,.7:.,,,,x ! PROPOSED SPOT ELL P. \ 1 ... •i! I. UID MST.SPOT ILE. ____....____ T'or""'"'- ..:.::::;,. ...1 \ „...,,,A.,1„./... .„. t 938 4843-E • , .1 : ;.;I PROPOSED SOW DRAW i FEVA.„ 6'-‘ 1 : EIRSTING SOON DR. ..-SO L PROPOSED'SANWA.S.. -w- , III r 305 00' 1 IRMO°UNDID.SEPTA .. .o.1.1 F rbSING,, % I , .. r •:, '•LLJ- PROPOSED POCE LPC --------------- =. !;'..r•n ...--, .S .\ -.1 :I 1 . 1. •,... ; , ,; w< DURSO POWER DISTR.CAS LK . 1;4 '. • • ... ''' tKri. . . ,/ .i ! •1! . PROPOSE,/CAS LINE --C- i II DOSING(CAT.B..) • . '•J•.‘:.7'f,l'':,'.;1.4•-••!;Zr.$11 ,..;i:56°"" . 'i Ii.'.....1'.! ..,..A! ! • I I! 1;1 ;ROOMED CAT.BADS om..) .. „ .‘‘,,,,,, 011.14C SAWA.SETKR CLIANOUT ,...., r ifw • • 1.,,A1"..wo •...gr.! '... .' ; , ". .. _1 PROPOSED SANnAR•SEIHR CLEOOUT • a .' EDSTING WATER LINE -?. . Z . . . . : i.!1 "FCC a S.':. ,...2.1 r ',, , PROPOSED oTER LINE -- • -.. . 7:178.wqi174.:::? S . ?. 1" 41 1n::..,'" ' •^ IIIS.D wATER NETER • LA-Z :r 5 , : ;...'.,1 " • ''' • .•• I I . , ' i=::'.I ! pi, PROPOSED OE.PEAR • 00 ig ®rmILIIM co . ,......,,, .„. .:5; i' f,i'.?,: ' ' - '' • '... ,,, c , • . ,..'I I LANDSCAPE/PLANTER AR. fi---,-..1 ---,---. • PROPOSED CONC IMPS ).-Z 1..1 iNi ;'' fti':11.-' '.'''''' •'1 . •Y i ' i_LJ ., ."1,, . :''I 1 ROCKER., WALL IIMEILE1 E._)-W I., 6 ,.., •:••• ...:- . . . • , .. .. •-:: .• :, ..< NEw PONR POLE ..518.POER POLE f 7,=_I W , 0 4 . • 3-'' . •• : Z.' : ).'''''' '•. •' . . ' ./ 'r-i.' •9 ' '' ' . ''1 p EDSTANG TELEPHONE 0011 EIPSTING TRANS MOIR . N A .-„. ,..! • :::.. , ! , • • RD EL... RE I.,.- E... 1 !. 1 ._ ,... .- .4, ,,,...,; !, .,,„ ... :1 ! I' I 1 odvvit MOTION oTER VALVE Z." 4 5 0 = 4 4.,•- .• z. \t„.,-,x --:::. . • : •••• '..:. :. •.•. .-zi ' : .1 MOD EDE DeDRANT• • VI • '1, 11:‘: '8 .:.';''',..:' • 2: . ••• - :(77.7.!•:-• .,... - ,_- -1.---1.......,._-...,..3...`/.., PROPOSED FIRE HIDRANT 11, ;a i- - i• :. •;I 1, DEISTINC S. ;r q ...,'1 iN .42.re/1..:-,-,:‘,-.. .;---19,...,.. .,. IT.':,'•• I CII 01 `' ES ......7:17-2•-•• 17•;;-:.‘1. •\'-1:117`....71%. ' ' - r...:D i 1 1 'j pow.GI :a.!••• 1., i 1 0 II I !; •:i :-• 1 • I '''.'"'• i " : 1 ...„ EXCAVATION/FILL QUANTITIES: ..! fill ... -----•+-'1 I .L j ''"' :, \ • . .....„, " ' B II -1 ' .PIOT MIMS OIL/ -%Frem.r,.... ___1_,.,:, 1., . .4 ,,,,(• !! fl .=,!• 1 11: II (ti...). 'I' II • i''' 1 I'l. 4• • ,, 1 u . ...,..!....!...•!.. .s. !. '/,' I a• t. ,!1. ^';'. '''. •-1 r• , •fl -I I. I .' OJT•10 PIT , 1! II I .1/••.1.1‘ )'S 0 g,o, 1 1 ,1 I • Ill.•125 110 ', •',... -' '. • "".' . ' • ) t'; • ,12 ' 4 0 ____ ci_ ' 2 j. • •• .A ' •••-'"*.""• ....m. _. ' • -.., i "'n. r ..- / GENERAL NOTES: q i .: ....,• ,.:, 0 o/APIR Do PAR . ••,... „. - 11 ,..L11 11 ! • ihil A AL IRE MOPS i Il•6 IIISPD) .! •".'11 1 ALL 119I 1 D.BASSIS 5.1 IR RN $.1.14 CO15151 0 1 saw MN=PR 011 • '',•1 1\',1 ••.` 1..4%• '''°' /.* el N" ,,••• -\1Th : Of 1411101 SIM•MO.11.1lOWIDITS14109 V I , OW OF RENTOS SIM.DIMS•-01. :i TO KO,•1 11.1I MO.E2SOlG Mr egT09.11,) ........ irr.i.,.1.• . ,-. , l''\ •waysre.ir"," . ,, ....''':..' •'''..'/.' . ;i -F'..';•:1;g7::'.,. ,•:)11p, IND op t4•10,14 . .\< ':il''',• ' ,, ,r,,,, ,..,.. . s , „ Z.SEI•11041TC11111/1 211 WM M. 1‘21/0111•1.MOM 1:411.21212 raft. '.. ill ' ' .4...1.1E ., ' ,...• li • 1 ,l' :t mum., tie e.I /1_,-----.7.'..T';`!:1- riiii c-,-;-- \\--s'71,,- T-I*.`. i' , . r V! COOMII•1••01.12n / • one I err mu ago lei • • :':"'-44`r••414.1".N;;Ell 4;50‘-4.'77;410 ' ' ." I.• i .., _._\\_!IT'll_._.,____ISIT.:11.,',_,---- 2.:4. - - _.'-- -'Tr, 1_ st. ,• 11- il• to IN Poo IPI-Th . ....... - '. -- fi."' •- L,,,,,,.,,,,_ ____________... , : .., ,co ....... ..s ., . .. . . . 1-4-.........._-,-,--,--•=-..-;-7.....^.--,-..c-..-----,.,: ,-..22-1*F_=_rst-_.' _. ...________ _________=z,FL1_..-._/_[-- --"=.==.7_1_-!.1'2- _.7.- -3-'1' ---_,...".. - -L- 1\_ .V,t,4::' fli• D ..,.. , ........, • ••. • L.. :..z" . X e .. ... .. 17-.1t,:iail` fERIE41--"°"'' UDE DUDA 51.1 _4 4 ;._„:_- SL1,1 OVA --CITY OF RENTON 8.00. !.. ... • 1 I/ ..L. ' • DEPT'OF PUBLIC WORKS • •, • -- _S•411,1,11.U.,!!_q_. i ‘rA .U RN : UTILITY PLAN . - •-- F..--r.-7.75......... - G --- - G I _ PROPOSED NICPPiNG CENTER SW 43RD STREET 1 i 1 1 \ 546 36'14*W . SW 43rd STREET AND OAKSOALE AVE.SW --,-...„-_,„„....„,-....4.-4,-----7 .- -,:-.:-.-..,-- -,-.7.-:-...,..,--.....,,.........................'.•- -- .____ .RENTON.WASHINGTON I"N / ...." X01.10 SOU.....7._ _. MU,[00•_,...- .14,15255 2 /9 111X501 -'•1.020 34[1...A. 0,8_ -............. . . LH pelf. I• r REPORT City of Renton Department of Planning/Building/Public Works . DECISION ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST: DECISION DATE: May 9, 2000 Project Name 43rd Street Center Short Plat Applicant RHL Design Group File Number LUA-00-034, SHPL-A Project Manager Lesley Nishihira Project Description Administrative Land Use Action (Short Plat Review)for the two-lot subdivision of a .65- acre site located in the Commercial Arterial (CA)zone. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 square feet multi-tenant building. Project Location 1200 SW 43rd Street ' �_-Ca']',CURRENC rl J reA.co u,o c, `, Y • S.W a15T ..-_... L ,O _ V 0 cf Lti6N N i 4 .,,---- - ______,,, :rt-ix: ;.1, , ,....9.1i-y _q_../. .. , A , ,,, [ B c) ,S.ii,P11•1 am,' o � M1 • ,O•iii4 F -,,46/C12..; u.w t ,, ` erg:, 1'• i'..,. ..o ii 1o. 6 _ z a" &pi .IT a 7.,...o—r oc a...c c_-eoo o.. . :aao.c}coeocf-Te—a-- @v r xo' . Q ~ ' I I P A AN ..- - .EMI -_C; GNAT[ A+t smut rrc .tvoc.as onto d( ov3s,MINI BR 0 BN ,NE,'S5 .2. _, , BURLING N% 0 KERN. 05 I c a N y1 •I .� iiinza iz ',�¢ I D STRICT NO.I �DIv.2 � IN i F'I�,.I m I I I ¢ . 2 y 0 �'� yl ,I NEIGHBOR-COD DEfAL MAP 0 • Pm warm coma i l TRACT ,a'_' 3 '''''''•-. ,,,_,...,,,.-0-2'_^-:-•7 L3:::I..;i 7 0 ‘ 'C' I' In l ul I .., i, ,ARK 111 - ,.,- Project Location Map SHPLRPT t` . CITY 3F RENTON ..it fiili Planning/Building/Public Works Department 7 e Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 25, 2000 April Harr RHL Design Group, Inc. 1550 140th Avenue NE, Suite 100 Bellevue, WA 98005 Subject: 43rd Street Center Plat File No. LUA-00-034 Dear Ms. Harr: After further research regarding the above referenced land use application, staff has determined that the proposed subdivision no longer requires City Council Preliminary Plat approval and Environmental (SEPA) Review. Staff has determined that the subject site was not subdivided within the last five years. Therefore, the proposal for a two-lot subdivision qualifies as an administrative level Short Plat application. The project does not require review by the Environmental Review Committee, Hearing Examiner or City Council (unless an appeal of the Administrative Approval is filed). An administrative decision for the preliminary short plat application will be issued in an estimated timeframe of approximately two weeks. As required, the decision will be followed by a two-week appeal period. You will be notified immediately if any further information is required. Please contact me at (425) 430-7270 if you have any questions. Sincerely, Lesley Nishihi a A.. ."'D Project Manager cc: RSJ Holdings, LLC (property owner) Yellow file Jennifer Henning, Principal Planner 1055 South Grady Way-Renton, Washington 98055 =1 Ti.:..nnnn.nnnlnnn Gllo/rnn..nlnrl mnlnrinl 7flo/nncl nnnc mnr • King County Wastewater Treatment Division Environmental Planning Department of Natural Resources 201 SouthJackson Street DEVEIOPME NT Settle WA 98104-3855 1 Cl1Y OF ENT�NN!NG APR 19'1000 RECEIVE April 14, 2000 Lesley Nishihira, Project Manager Development Services Division City of Renton 1055 South Grady Way Renton,WA 98055 RE: 43rd Street Center Plat Dear Ms. Nishihira: The King County Wastewater Treatment Division has reviewed the April 3, 2000,Notice of Application and Proposed Determination of Non-Significance—Mitigated for the two- lot subdivision of a 28,465-square-foot site at 1200 Southwest 43rd Street (LUA-00-034, PP,ECF). King County's South Renton Trunk Sewer is located within the site of the proposed project (please see the attached figure). King County requests that the City of Renton contact us and provide information as follows: • Construction drawings for the project should be submitted to Eric Davison in the King County Wastewater Treatment Division, CIP-Civil/Architectural Section, MS KSC-NR-0500, for review during design development so that King County staff can assess the project's impacts. Eric can be reached at(206) 684-1707. • Please contact Eric Davison at (206) 684-1707 a minimumn of 72 hours prior to commencing any construction in order to allow staff time to arrange for a King County inspector to be on the site during construction. • King County has a permanent easement for the trunk sewer line adjacent to the site. Prior to project approval, King County must be guaranteed the right to maintain and repair the sewer line. In the event that the line must be relocated, a new permanent easement must be provided. Please contact Faith Roland, King County Water and Land Resources Division, Office of Open Space Section/Right-of-Way, MS KSC- NR-0600, at the address above, or at (206) 296-7804, to discuss the matter. Ms.Lesley Nishihira,City of Renton Page April 14,2000 • The applicant must provide evidence of liability insurance and enter into a save- harmless agreement with King County. Please contact Faith Roland at (206) 296- 7804 to discuss the matter. Thank you for the opportunity to review and comment on this proposal. If you have questions,I can be reached at(206) 684-1227. Sincerely, Barbara Questad Environmental Planner Enclosures cc: Eric Davison, CIP Civil/Architectural Section Faith Roland, Open Space Section/Right-of-Way 1 I ,secc€f CONSTRUCT/ON v'R/PY /N✓ tLEv47/on/ (NG SOUTN ANO LC OA/ OA EX/5T/NG 3%'4 STU5 AND CEPTOR I�/l g7 My g-/ SSAPY ,A/J✓USTML'NTS -4S a6/�C1�R/. //!0J7- 7 y,�:t AT G/E P G AS f3U/LT SUN 2I ASBU/LT MNR/8-2 MNR/B-3 i!iI U/cJ,i2o.00 9 :7;50r0992 04.03-0/R7 L/M/T Of PGRMANfN7 STA. 3tUU.UU r 57A //,00,00 I11, IIE/635260.G7 60/6Gt.9= EASE-weNTN /64,/50.49 /S �` N/64,/2796I STA. • 1 / 3959.34 ' - IfE /65aCQ9.0e �� �� Al 64,/048 7_966 ►�� /3/50 MH R/9 /Q / MACE AA/GLE OEfLEGfiON I' (N/C)-�K , O O"STUB _ / gY PULL/NG 71✓O RARE•.fV/NTS � /B" 'j/ - .- q /N�/S eft - 6'STuE CUL of PT _ -_tIC , _,' S 57' 50' 35' E- /A/ 6./7- 18� _ / •T� _ ...- --_ -- --49Qc�9'- __- - --- - -- --R� -600.p0 -- - -_ •' ?/2Jei' �.= + _ 1 9 -.+UP - -_ �[LP -- O SUP-__ B'STUB 'UP - rw 5- _ - UP. -_ •UP_ -- UP �-- / -• it-' • --_ _- _ -.--�- ...w---- •--•-•- --+.-_ �'--+...-, �e...� .., a-�— -rr..•r• __ ....s.w-•..r+.,•� r-.r.•+-�-�4?4.?!T---r�--_ z--� - �.—-ter v.r�----_r;.3•9 __+_'..et+-r-+-- - ._ ��-r--f- 1 ..- _"�,/6 � -. . ._ _ire.. .u..> ............7• . \\.:' . ,. /B/9 N 1 --r----s \s CULVERT I I 4111.\� \ SCALE: HORIZONTAL I"= 50' , VERTICAL I•• 10' - ------j-_----- �-_- r- -___ - -' - 13 s - A� i1vE� DOING --� - } I ---t-—"i--. _ i --+- ----- ` -- - --:_ _ ---- -- - - = 1y 3 � - -__ -' - - - ,art-' --- r-- - -- — — — L { - I --- t _ }' -; -- _ _ EX/5T/NGi GRgZIA/0 'F, - -• T-- - - - — —t -_ -+-'_,. : - -- ---1 -- - ..l t !,/NE ~-.OM eClIZD�. _ - - a 1 - - t- - _ _-- F'' -- - -, 2U -� , - - - it t. _ -- -�_ _ - _ • At .1T • .. ..__. _.. R .. .. :lictiCvnYr-ut✓.tati i - _-«- -,— - ___-._-.. --. _ _ L•- j.. - - • .. . ... ..--a _. _ _ a-.NAW4SWW.fl.LLdAYELtO - _ ._- - _- ___ _ --_ �t t -• - - ++ - t6 D 1 4 99T -.� -� _ _ -._----- ._`,_•ei .I,i+: Fd.V.SI: .'E2ZT _.__• _... - _t-,-- ---i-- -' -- 0 - .. - --... ..---------2- ---- --- --_- - - -_--- -_ =- _ - - ---•----,`� -- - /0 -_, .___. _I_, }t. _ -, „r-tc• rI u*.42.n- -- - - -----�---- ---- -- - .. - -- _ - _- - - --- -- ---- i— - t 4 T —. J _—� _-� _ 'II 36' -RCP - - ---3 � RG�- J- — =3-°ZC�T{7 � y F t r —t-- - - 1JJJi! Z.6E --' - - - - - -- - i - 1LirIC:J.33=. _ t-- . — :-T- a I — MENaft I o / t 3 4 3 6 7 e 9 /O // /2 /3 wI." -A5 50/LT _ Q ,,, A5 e!//L7 23405.9-0 2 L T. T., /6SMT.NA9.BQG7�8-0a-04/.0t70 � j5 �\7.- T�-- ` LM/7 OF PERMA EV EASEMENT . ------ - 1• ---- -- -•.-.ramT ---r._- - +Q-.I --.� r-•-- ` Ji ANGLE PT STA /3./2 /G //N9✓'.S6JU .?/B ♦ MSTNAR2/3B-0S5.00 N/64/03B9- -N /63 /?QOO �E/655,26067 �1 E/656?53.38N/O64.//9, 7/ � .i, -. B"STUB j ` i • /VV6.43 /e"CULVERT rt STA / +5U µ - S 99"04'/3"E O4N�SAUP za/L BOXES -O SU H, s �� �+. -t = -3g7Bl'---- _ /a- - 60S00 - ow�l = — -_ ---45500,7__— - -14 _ ` � - - I --- — 1_ UP -4. (gCUVERT � UP UP Q>w� T UP - 57Z/ UP /NV 6.05 , ^V 6/4 --te -- .- __ . , . •••_ . _- y _ter- .............. .. .. 6 .61t1 LIL fs CULVERTµ 24"CULVERT ea-CULVERT TWIN 36" CUL✓ERT3 _ SCALE: HORIZONTAL I'•r 50•. VERTICAL I"• 10' _---- +--L---i----- _ _ __ _ -/'0 --- >- -- i- - - - _ -_ }- = - _ g ?4-fs ;=.-�`Pt`A G{'4✓EL EjEDOJNG - _ - - --- - mm - - - - CM _ -- , O • = '= MQtic N' Elf 90 • m _ i y Ma,et.m.54 _ . .: . fsca. to _ _ r '-t -• _ 364¢ +PCP : _ .- : - _ - - - - -- - - - - _ �. � 00050- - rare _ -. _ -- _ `ter - - — _ _ — ..— .. -- - :AS CONSTRUCTE2 —� /4 /3 /6 /7 /B /9 20 2/ 22 23 _ ?4 ,'S HUD NO.WS-48-0041 e7 METROP S MUNIC PALITY 0 METROPOLITAN SEATTLE 2I8C SOUTH RENTON TRUNK SEWER' '""� """ LC - OIITAN EN,rNEE� R 4._ 9w) ANO CA.0E41L - � ••E_---. - :A,i O •RAME4 * �/ =/`'� r.,t• ANO ....- N `� °" ,�io 7kA"�se .,......,., �' ,,.....,, .».�„o ' SYSTEM STA.0*00 TO STA. 27 + 50 ,.Et. •".•C• A w 9ES• ENO Ass�rA•, :•..n..��[ VO ., ,. . .. .....,_...,..., h....,.. ����� « �..•.., •AS SHOWN o..EJUL•B8_ N 7 1.0p city 0ENTp RE�ONNiNG CITY OF RENTON AP PLANNING/BUILDING/PUBLIC WORKS R '4 2000 MEMORANDUM RECEIVE DATE: April 13,2000 TO: Lesley Nishihira FROM: Sonja J.Fesser SUBJECT: 43rd Street Center Plat,LUA-00-034,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced long plat submittal and have the following comments: Comments for the Applicant: The Land Use Permit Master Application form notes this project as the 43rd Street Center,while the plat drawing is titled the"Oakesdale Preliminary Plat." Determine which plat name is to be noted on the final drawing. The Plat Certificate dated December 22, 1999 and the Land Use Permit Master Application both note that RSJ Holdings,LLC is the vested owner. The plat drawing notes Independent Development Company as the owner. Information needed for final plat approval includes the following: Note the City of Renton land use action number and land record number(LND-10-0353) on the drawings in the spaces provided. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. Show the second tie to the City of Renton Survey Control Network. Provide plat and lot closure calculations. Note all easements, agreements and covenants of record on the drawing. • The city will provide an address for proposed Lot 2 after the preliminary review. On the final submittal,remove all references to trees,utility facilities,topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. \H:\FILE.SYS\LND\10\0353\RV000411.DOC • • April 12, 2000 Page 2 Required City of Renton signatures include the Mayor and City Clerk. Also required is an approval block for the city's Finance Director and for the King County Finance Division. The references to the"Preliminary"plat should be removed from the final plat drawings as necessary. An updated Plat Certificate will be required(dated within 45 days of Council action on approval of the plat). Note that if there are restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision,they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s)for the associated document(s)will be referenced on the plat in the appropriate locations. If new easements are shown for the benefit of future owners of the proposed lots,then include the following statement,juxtaposed to the subject easement(s): "Area for private(access, utilities, etc.) easement." Fee Review Comments: The Fee Review Sheet for this preliminary review is provided for your use and information. Comments for the Project Manager: PROPERTY S. ICES FEE REVIEW FOR SUBDIVI; vS No. 2000 - o 17. • APPLICANT: S. , 1-4oLd-i1Lkido , LLG RECEIVED FROM (date) JOB ADDRESS: I2 ) D Sys/ 43 . WO# -TScc NATURE OF WORK: y LND# IC) —0.55 PRELIMINARY REVIEW OF SUBDIVISION B LONG PLAT, NEED MORE ORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s 0 VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE ❑ OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID# „5cls3 NEW KING CO.TAX ACCT.#(s)are required when assigned by King County. 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 existing house on SP Lot# ,addressed as has not previously paid SDC fees, due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER Special Assessment District/WASTEWATER Joint Use Agreement(METRO) Local Improvement District • Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE jtiZ Pd Prey. 0 Partially Pd(Ltd Exemption) 0 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 — Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER❑ Estimated Pd Prey. ❑Partially Pd(Ltd Exemption) ❑ Never Pd Single family residential$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 x(not less than$585.00) O . OQ SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated 0 Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd Single family residential and mobile home dwelling unit$385/unit x - All other properties$0.129sq ft of new impervious area of property x I Vlaud= o -fa>= Lam.)r_t—t►.,{li 13>d (not less than$385.00) Uuld.lowu 4t Tt O cous-mt 10.1. PRELIMINARY TOTAL $ a fitfre, pi iSignattj �of R wing Authority o L/ ri o ❑ *If subject property is within an LID,it is developers responsibility to check with the Finance Dept.for paid/un-paid status. ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. m 0 ❑ Current City SDC fee charges apply to N. 0 0 c:/template/feeappl/tgb EFFECTIVE July 16, 1995/Ord.Nos.4506,4507,4508,4525,and 4526 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: APRIL 4,2000 TO: LESLEY NISHIHIRA FROM: NEIL WATTS SUBJECT: 43RD STREET CENTER PLAT REVIEW COMMENTS We have reviewed the above listed project, and have the following comments: WATER • A 12" water main is available to the new parcel in SW 43'd Street for service to the site. No additional water main improvements are required for this proposed commercial plat. • Future development of the new parcel may require installation of a new hydrant, depending on fire flow requirements. Water System Development Charges will also be required for future development of the new parcel. SEWER • An 8" sewer main is available to both parcels along an easement on the north side of the plat. No additional sewer main extensions are required for this short plat. • Future development of the new parcel will trigger Wastewater System Development Charges for the parcel. DRAINAGE • A 12" storm line is available to serve this site along the north portion of the plat. • No storm drainage improvements are required for this commercial plat. Future development of the new parcel must comply with City Code requirements for drainage in place at the time of development. Surface Water System Development Charges will be required for future development permits. STREETS • The streets adjacent to this plat are fully improved with curb, gutter, sidewalks and street lighting. No additional street improvements or right-of-way dedications are required. APRIL 4, 2000 PAGE 2 • The plat approval should include a condition prohibiting the construction of additional driveways for either parcel. The existing driveway between the two parcels on SW 43rd St shall be the only direct vehicular access to SW 43rd St for the new westerly parcel. Access easements should be established for the joint use of this existing driveway. • No traffic mitigation fees are required for this commercial plat. Future development of the new westerly parcel may require mitigation fees if subject to SEPA. City of I:`.;.,,n Department of Planning/Building/PUblk ..crks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pLii,kReview- COMMENTS DUE: APRIL 17, 2000 APPLICATION NO: LUA-00-034,PP,ECF DATE CIRCULATED: APRIL 3,2000 APPLICANT: RHL Design Group PROJECT MANAGER: Lesley NishihiR,YIN RECNTON PROJECT TITLE: 43RD STREET CENTER PLAT WORK ORDER NO: 78663 f . LOCATION: 1200 SW.43rd Street 2000 SITE AREA: 28,465 sq.ft. I BUILDING AREA(gross): alp 0 1fENyht f� SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water _ Light/Glare Plants Recreation - Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS e)2_ sel oteZ iktPird/t,U 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 information1��is neededto properly assess this proposal. 1 UVQi(/�1 N q16 Signature of Director or Authorized Representative Date routing Rev.10/93 City' ton Department of Planning/Building/Pub::., !orks ENVIRONMENTAL ',..JDEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: f L, ,- COMMENTS DUE: APRIL 17, 2000 APPLICATION NO: LUA-00-034,PP,ECF I DATE CIRCULATED: APRIL 30':LOPMENT SERVICES CITY LA-REt TOt APPLICANT: RHL Design Group PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: 43RD STREET CENTER PLAT WORK ORDER NO: 78663 APR 04 ZODU LOCATION: 1200 SW 43rd Street ECEIVED SITE AREA: 28,465 sq.ft. I BUILDING AREA(gross): approx.2,4 0 sq.ft. SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS S en 5 e,a141-1e vl/(e 4D . 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. l JJ�0 Signature of Dire tor or Authorized Representative Date 1 routing Rev.10/93 City of I_____in Department of Planning/Building/Public ....ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:--1-1/4 jAs10 hM COMMENTS DUE: APRIL 17, 2000 APPLICATION NO: LUA-00-034,PP,ECF DATE CIRCULATED: APRIL 3,2001Q ELOPMENS SERViCES APPLICANT: RHL Design Group PROJECT MANAGER: Lesley Nishihira CJXY OF RFMTON PROJECT TITLE: 43RD STREET CENTER PLAT WORK ORDER NO: .78663 APR 04 20OO LOCATION: 1200 SW 43rd Street SITE AREA: 28,465 sq.ft. BUILDING AREA(gross): approx.2,400AECEIVED SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation - -Land/Shoreline Use Utilities Animals Transportation _ Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS 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 a ditional information is needed to properly assess this proposal. (1/2/.0‘) Signature of Director or Authorized Representative Date routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW S*EET REVIEWING DEPARTMENT: B-Vfr-s COMMENTS DUE: APRIL 17, 2000 (°_0 APPLICATION NO: LUA-00-034,PP,ECF DATE CIRCULATED: APRIL 3,2000 APPLICANT: RHL Design Group PROJECT MANAGER: Lesley Nishihira 04144- ek PROJECT TITLE: 43RD STREET CENTER PLAT WORK ORDER NO: 78663 . �'viay9 . �0®4 LOCATION: 1200 SW 43`d Street s�9 ON SITE AREA: 28,465 sq.ft. I_ BUILDING AREA(gross): approx.2,400 sq.ft. c.• �` SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). 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 Pa ) 4r-- B. POLICY-RELATED COMMENTS . *(111ZOAL a,(/36,- k $OA , C. CODE-RELATED COMMENTS A , , 4611/2,<._ a/a,//2 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 w re additional information is ne.L•i d to properly as ess this proposal. i_� : / -9 7CO Signature of Director or Authorized -epresen -tive Date Rev.10/93 City of h....... n Department of Planning/Building/Public ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT ^ t ; �(r(`2,-���c�,l/L 6i� COMMENTS DUE: APRIL L�- •L• :tom EtIVE7 APPLICATION NO: LUA-00-034,PP,ECF DATE CIRCULATED: APRIL APPLICANT: RHL Design Group PROJECT MANAGER: Lesley II. ira PROJECT TITLE: 43RD STREET CENTER PLAT WORK ORDER NO: 78663 AIH - 4 200U _72) • LOCATION: 1200 SW 43rd Street. CITY OF RENTON SITE AREA: 28,465 sq.ft. I BUILDING AREA(gross): aperox.2,400FififfDEPARTMENT SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). 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 IUoNQ , B. POLICY-RELATED COMMENTS Nd,i/e. C. CODE-RELATED COMMENTS /() • D NP. 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. / 11 11 o0 Signature of Director or Authorized Representative Date routing Rev.10/93 City a. __Mon Department of Planning/Building/Publ._ ..orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: •� WV�IM (C ���U2�4eWtlw�OMMENTS DUE: APRIL 17, 20Q0 F7_., •--_.-.. _ _ APPLICATION NO: LUA-00-034,PP,ECF DATE CIRCULATED: APRIL 3,2000 fl APPLICANT: RHL Design Group PROJECT MANAGER: Lesley Nishihir PP ,,,w„r, {' PROJECT TITLE: 43RD STREET CENTER PLAT WORK ORDER NO: 78663 Lucre LOCATION: 1200 SW 43rd Street SITE AREA: 28,465 sq.ft. BUILDING AREA(gross): approx.2,400 sq.ft. SUMMARY OF PROPOSAL: The applicant is requestingPreliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). 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 (NO 620 SSUe'3 . Fc c_ L -rvrvirr-c_ C. CODE-RELATED COMMENTS We hay 07f7hts ap -cation with particular attention to those areas in which we have expertise and have identified areas of probable impact or are where additional inf m is needed to properly assess this proposal. ll II 6(// Signs u e o, i ector or ,u onze epresentative Date routing Rev.10/93 City of RE i Department of Planning/Building/Public'.. ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: CsVm5-kVuc RA (CLI3 COMMENTS DUE: APRIL 17, 2000 APPLICATION NO: LUA-00-034,PP,ECF DATE,CIRCULATED: APRIL 3,200(DLOPMENT SERVICES APPLICANT: RHL Design Group PROJECT MANAGER: Lesley Nishihira CITY OF RENTON PROJECT TITLE: 43RD STREET CENTER PLAT WORK ORDER NO: 78663 APR 04 2000 LOCATION: 1200 SW 43rd Street p. C,�1VED SITE AREA: 28,465 sq.ft. BUILDING AREA(gross): approx.2,400 sq. SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 . square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). 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 07V6 • • C. CODE-RELATED COMMENTS 6r 4 ( 9 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 itional information is needed t properly assess this proposal. ° 510 • Sig-or' of Director•/Authorized Representative,' Date routi g Rev.10/93 City ofrton Department in /Building/Public ;rks ENVIRONMENTAL & DEVELOPMENT Pr VIEW SHEET REVIEWING DEPARTMENT: Pa( COMMENTS DUE: APRIL 17, 2000 APPLICATION NO: LUA-00-034,PP,ECF DATE CIRCULATED: APRIL 3,2000 APPLICANT: RHL Design Group PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: 43RD STREET CENTER PLAT. WORK ORDER NO: 78663 LOCATION: 1200 SW 43`d Street. SITE AREA: 28,465 sq.ft. I BUILDING AREA(gross): approx.2,400 sq.ft. SUMMARY OF PROPOSAL: The applicant is requestingPreliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 sq.ft. multi-tenant building. The subject parcel was included in subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). 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 001j16 kC cli 1,0 °raw cress calls Gr B. POLICY-RELATED COMMENTS • C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authoriz epresentative Date routing Rev.10/93 ..... .......................... ............... :::;:::; 3F SURROUNDING PROPERTY OWNERS::: : .•.... . . ............ .........•..................... ...:.. ......:: :::::::::»>:>:<<::::•>:<:>; •::..........:::;s; »:>::::::><:: Fl.. •Q.feet..of th.e sab ec;:::.:....•: ::::;>•:>;:::::>::>:;:::::<::><::>:::<;::>::>::>;:::::::>:::>::::<::::::. . ... t.site.... PROJECT NAME: 43 C �. P l at APPLICATION NO: LUA .00.O32r1 'Pi El-fr 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 SE NUMBER DEVELOPMENT PLANNING CITY OF RENTON MAR 1 5 2000 RECEIVED ' (Attach additional sheets, if necessary) • . (Continued) NAME. ADDRESS • 'ASSESSOR'S PARCEL NUMBER • Applicant Certification I, iscpRIG , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: 0 City of Renton Technical Services Records . Title Company Records 0 King County Assessors Records Signed w— Date c)d t. f// MOO "( pplicant) NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at a / on the_if_day of _ Nv4e ' ,+9Zxr) Signed � I (Notary Public) ii blic) No.ory Pubc JAMES E, F t=S =N t ................. CER`TIFI ATI N F I;;: , hereb ;:certif that;notices of the ro osed a plication w re: . each :...::: ::: listed:: ro ert :owner:.gn .:::. .::. ::::::::::.:.:.::::::::::..:......................... .:::::::::::. .... .....:::::::....... ♦ i:i e':::::r:::'::.::::. :':::::::•:::':::::':::i:::i:::i:'::i::i::i:•ii::::_::�:.....::::::: :..:; ..::::!:: .: ,.:::.•:::':::ii:.•.:•:.: '::•::.::;'i:::::::iii:•i:�::::::•::: ::::.::::'....:::;,;. •�`" Dte. ..::... .:..:.... ibt0 esidin. ':� 'eStafe'o Vliasiin t n- 'or`before<"'� e'a No�a''�`P'ia6lic<> ':and forth,...n.:...:._.......:.:..:.:.::..:..:..::.::..�::.::. .... .::9 .; :�. - : 9: on:the. . . . ..... . . .. : : • .�::; r • Iistprop R;LYN KAM REV 07 MY APPOINTMENT EXPIRES:6-2903 2 Seattle First National Bank 1301 Fifth Avenue, Suite 3636 Seattle, WA 98101 4"?n: IQs31/-00HO-06 000 Renton Building 17/JV P. O.Box 565048 Dallas,TX 75356 my: /-e "DP o Zelman Renton LLC 707 Wilshire Blvd., Suite 3036 Los Angeles,CA 90017-3512 MN: 3G>v?3o4-Wo15-' -r'o0 Barber Associates 7979 South 180th Street Kent,WA 98032-1051 i fiv: 36,730-9® b-o5 Cascade Federal Credit Union P. O.Box 58450 Seattle, WA 98138-1450 AreN o 3fca309--9v96-03 Zelman Renton LLC 707 Wilshire Blvd., Suite 3036 Los Angeles,CA 90017-3512 APN: 3fo4--91c) -OR Zelman Renton LLC 707 Wilshire Blvd., Suite 3036 Los Angeles, CA 90017-3512 ` A-014: 36a3o4- vita -o5 WCM 137-302 LLC c/o 1301 Fifth Avenue, Suite 3636 Seattle, WA 98101 A-ex : 36R3oµ-9too -dl- •S,0) G�O� Comments on the above application must be submitted In writing to Ms.Lesley Nishihira,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on April 17,2000.This matter is also scheduled fora public hearing on May 16,2000,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 4.., N f�� South Grady Way,Renton.If you are Interested in attending the hearing,please contact the Development Services Division,(425)430-7270,to ensure that the hearing has not been rescheduled.If comments cannot be submitted in NOTICE OF APPLICATION writing by the date Indicated above,yoilmay still appear at the hearing and present your comments on the proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and receive AND PROPOSED DETERMINATION OF NON- additional information by mail,please contact the project manager.Anyone who submits written comments will automatically become CONTACT PERSON:a party of record LESLEY N S and IHIHIRAl be Ified(425)of any decisionon this project SIGNIFICANCE—MITIGATED (DNS-M) 430 • DATE: April 03,2000 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION LAND USE NUMBER: LUA-00-034,PP,ECF APPLICATION NAME: 43"STREET CENTER PLAT PROJECT DESCRIPTION: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel.The site is currently developed with a gas station and convenience store. The new lot Is intended for the construction of a 7,681 square feet multi-tenant building.The subject parcel was Included in a subdivision recorded less than five years ago. Therefore,Preliminary Plat approval and Environmental Review are required(as .�:.4 _ / ' opposed to Administrative Short Plat review). PROJECT LOCATION: 1200 SW 43i0 Street ;:I p I e „ OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS•M):As the Lead Agency,the City of I,;,�;rI 3 i e or.,c°...°c° ,._. ,,, Renton has determined that significant environmental Impacts are unlikely to result from the prr to give notice that a Therefore, I'="'- , as permitted under the RCW 4321 C.110,the City of Renton is using the Optional DNS(M)process _,,,„�°„�,•,° :r ._ r DNS-M Is likely to be Issued.Comment periods for the project end the proposed DNS-M are Integrated into a single ;:I I ;r - s.w 4lsr comment period.There will be no comment period following the Issuance of the Threshold Determination of Non- II + m I\ Significance Mitigated(OHS-M).A 14-day appeal period will follow the issuance of the DNS-M. - • IT ::oN : f1 °,.,. _:EEiEen Review, iminary Plat ApproveIction its ,ested Studies: echnical Report V °I„ „•+,. „°•°;I h a 0 - f um Location where application may •"' t-9',,nJ, 4^rrl�i my �, J r"`^I F' 7 be reviewed: PlanninglBuildinglPuhlicblorks Division,Development Services Department, ., .. ®I -° ° fn •JJ+y ,. 1055 South Grady Way,Renton,WA 98055 -rr" "'j. R == 401 PUBLIC HEARING: Public hearing scheduled for May 16,2000,before the Renton Hearing Examiner � ', n+r °f°Ejpa°=;=° ° °=000=R�'�r-,Ro°m+,1, oRo°�a—°o7p'�II in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th floor of the u( /°///''a^^^!F I r N,e a[o R'?e Y 5 I N E 915 PA a N i' , <,' n•rE new Renton City Hall located at 1055 Grady Way South. f m ' ; 1URL NGTJN=NOHTHERN NO PAC E p d CONSISTENCY OVERVIEW: 1rc ;lupugrwr el D 'STRI-T N0.1 DIVj2 l The subject site is designated Employment Area-Valley(EAV)on the Cites .W I s g t 3 C Land Use: ( ) ll la'i' o'h I' .. z _ s ++I'1 sle^ 6 ;7 6 e�'xs >• i� + Zoning Map.T Plan Lend Use Map end Commercial Arterial CA on the Ci s Zoning Map.The proposal is consistent with both of these designations. - �T. , Environmental the Documents thatProject: _ r •_ ,yr-'-'-.�• - Evaluate the Proposed Protect: None. ,..,,.pf r . °ui `� Development Pro ect Mitiionsgation: o -cr., '- rt/ �.�- `1 Used For Project Mitigation; The Regulations, will be subject to the Ci or SEPA Ordinance,Subdivision ", "•. 1eh 1y,•1 - Regulations,Zoning Code,Public Works Standards,Uniform Building Code, ,y Uniform Fire Code and other applicable codes and regulations as appropriate. 7 7 A n K .1 rn 1,, .6 Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on 50.52 per square foot of new • . construction prior to the recording of the plat. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based en 375.00 per each new average daily trip associated with the project. NOTICE OF APPLICATION NOTICE OF APPLICATION CERTIFICATION I, Yt e lJ.1,is A Pt u.) , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on".% A pr i 1 5, ? cO . Signed: e lie ATTEST: Subcribed and sworn before me, a Nortary Public,m and for,the tate of Washington residing in .1c.�n , on the ! 3 91-- day of ,Q -moo • MARILY KAMCHEFF - --7,2---)a., , 0--9-31.44.,‘ NOTARY PUBLIC STATE OF WASHINGTON OMMISSION EXPIRES MARILYN KAMCHEFF .P74 . • . MY APPOINTMENT EXPIRES: 6-29-03 .r� • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 03,2000 LAND USE NUMBER: LUA-00-034,PP,ECF APPLICATION NAME: 43RD STREET CENTER PLAT PROJECT DESCRIPTION: The applicant is requesting Preliminary Plat approval for the two-lot subdivision of a 28,465 square foot parcel. The site is currently developed with a gas station and convenience store. The new lot is intended for the construction of a 7,681 square feet multi-tenant building. The subject parcel was included in a subdivision recorded less than five years ago. Therefore, Preliminary Plat approval and Environmental Review are required (as opposed to Administrative Short Plat review). PROJECT LOCATION: 1200 SW 43rd Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 15,2000 S( NOTICE OF COMPLETE APPLICATION: April 3,2000 / Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat Approval Other Permits which may be required: Building Permits,Construction Permits Requested Studies: Drainage Report,Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 16,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. f CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Valley(EAV)on the City's Comprehensive Plan Land Use Map and Commercial Arterial(CA)on the City's Zoning Map. The proposal is consistent with both of these designations. Environmental Documents that Evaluate the Proposed Project: None. Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Subdivision Regulations,Zoning Code,Public Works Standards,Uniform Building Code, Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction prior to the recording of the plat. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75.00 per each new average daily trip associated with the project. • NOTICE OF APPLICATION s Comments on the above application must be submitted in writing to Ms.Lesley Nishihira,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on April 17,2000. This matter is also . scheduled for a public hearing on May 16,2000,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services . Division,(425)430-7270,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before . the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive . additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION . • 'f• I• r • ]� Iwr w IJS.D .�. 417 .,^.i.T%"-JGb••��`+-„LT _ S .'. "P' 1 rj ___Fj—r— . i SIERNCO LAND CO. /}c; _' ( I I o ,c] Meg �,j' ,iCRNO I 51 ERNCO LAND GO. / \ __„ ' �'_3— / 3 S.W. 41 ST n"•,r ID,1Rt. w III .-- T.L.97 TZE .I I II '• • 'I _GEORGE .OAIENT2 •rr A,„o„cw 'I ,0 '.1 COB A, �� � W y 4\. -J r L10A I a ri _ Y. �� • li - I I STERNCO LAND CO W CI !' ( \\ 6, 1 S,ERN' I I ST ER NLO Y II 4l I1 • , I AND LO..I I LAND CO ^ QO '' / e� CEGILA MInup `/ rAMG9ELL GEORGE pi L -- , o NIENT2 I W r1• • `jt Hers I' r d�!! 1 eA9 I tAe sP rc4 IL JA ' ____i -- 0 0: orD 1 s R S W. 43RD �^ •�000G�D000cco,cD ODao. Do'D L�cr�D,m u,o�DDoccT^D N -,, .R•T 9 1 N E S S PAR}trey i �, "r KINT ,•.]r C��-PORATE� d 'F INruBROOH BYY ro 1 11URL NGTONR ,0 fHERN NO�PAC r I Z J . Q 1- t STR-1-A.L DISTRICT NO. I DIV.i2 N ,w In , .. .:. Iq J , t.,_ II° o I_• 1 2� ~3 I 4 iIl SIB 6 x' 7 8 I �9I CC -- Hem •+• •-• 1^ 1 I JI Id Isl z I_ .AA L„ . y',ir91 \± Z TR.D • TRACT 0 .','C.,. _...•�� '`°Ro0„4 f. `' r V °� ' C�121 I 1 u I ? A 1.l . . . . . NOTICE OF APPLICATION M2).4% CITA )F RENTON s a• Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 3, 2000 Ms.April Harr RHL Design Group, Inc. 1550— 140th Avenue NE, Suite#100 Bellevue,WA 98005 SUBJECT: 43`d Street Center Plat Project No. LUA-00-034,PP,ECF Dear Ms. Harr: 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 April 25, 2000. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at(425)430-7270, if you have any questions. Sincerely, 21o,( Lesley Nishihi Project Manager. cc: RSJ Holdings, LLC/Owners 1055 South Grady Way-Renton,Washington 98055 Q.E tit.. �,tyy�� v::;v..>isisi::.>:!4:•:i:iii»iiiii::::iiii:::i'i:::iii::ii::iYii;:?j?it! Y,.Sii?;::j';isi:::::%ii::(.::.i:::..:ij':::i;i;i'?.iiSi::ii:<.iiviiii'{�.i'.ivii:i::i::'r:Lisiiisi Y:i::: :;isi: ::isi<:i:::ii::i):: ii:::::ii::: ::i::::::i'i:�i::ii::.' :::i:'�r }'v' lii:ii:'i:iiii:ii:•iii:•:•iii:•••:•i:•:JiJ:•i:•iy)}y:::: :.::.:. :.:v::v.;}:•:... C� •.:••.•..•::••......•:•.... iii}i........::•i.ii:•i::: i:•i:•."iii::i:i:{isL:':•ii..".iiii:i.....5;i;:$::�:•:•iii:.....-....i:a:•i::.....G•Y :.. .. ...: .... ... .:.. :viiii}i;::.�.:: :::::::::::4;viiii:i•;•i;: .... •::�v:"::, .. ...... G... .. ..:"" IL ': :•} :.: ..}. •::::.:•i:• . • • ........................:::•::::::.::.::::.:.::::.::.�:'v:r:.}::i':i.ii:.ii:.:.:.:�:.i'.i::};ii;4;•;•i}ii:•i: • .$. ::.::.:: :isi.:ii}vf:��w:Li.:...iX.n;.::ih.{::.: :.`i}2iii i.':?.. }......}y.. i:;::::i::i::i:::<:::i :<�:l<':; ':!: O1': {�}O. �y ;-.:�.ii.....--iii:•;ii:.i:�;::.::iiir.:iriiin;ii;ri.i?iiii::iii;::::i'ii:j.}i'{::_::::::;::.. ,;>i:::i:<:i';:,:y::::::::.:.::»::::>:yy:ii::;ti::i:::::mi ..:........... ..Y(���.� �{$may��.Yr .... �'::::':•::iii:4i:ii:i{!ji:ri:{:4:�i: � :ti . :•':::::::i::.:::::i.:;<;}':.�:::.:::.:::.::. .[Y b���{{y /ate ............ . ■.�jjyyV ....:.::: :::::::::::::: ::}:: :i :::::i:ii: :i::::::::ii:::::: .. is .: .. .::.�:::::.:...:..........:::::::: v::::::::x::::•iii:.i:.i'::.�::.�:::::::::.�.�•iii:•i:•i;^i::w::::::.�:.�............:.:::::.�:.L....�............::::::::_................ '::: .i:.: :: . .:...:,...;:.:::::.;...::::.. . ::: ........................ ........F........................ .[�......................... ... :14me>#ftherp.as rnora.;then nr�,e€ggslownezppleaseattacEz;:an:additio.oel: ............... nataried'MasteriWai cation:#or.eac >Dwna. »::i::«« >:;:i:::: :>'>';;';:; PROJECT_OR DEVELOPMENT NAME: NAME: /pSJ -HDIdiIS j LLc__ dn't '1-• e1/14tir PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 1 AS� - • 1-42 Is+ S1: So _ 5Vi4 3 rd rt-5 Dv sw -- CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 12rklana, q8,033 3C . 7 (1- p % TELEPHONE NUMBER: EXISTING LAND USE(S): 42.5 - 02 i - 3%08S YQcan f ,::::: ...PLICANT (if other:»than o liner}......::>::::::>:>:>::>::: ,p �f/��p�p PROPOSED LAND USES: �� NAME: d(-t/�I L J' /�/� Jho l loj Ct ii1w COMPANY(if applicable): ,//L pei,,,t, 6419 Inc . EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: I5 O I` 0A- d,.'G • ill cJ (d 0 71'� PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CITY: 15€lle vv6 ZIP: 9p,©s EXISTING ZONING: TELEPHONE NUMBER: 4l'Z5 717LCP -. z �/�p7 ( PROPOSED ZONING (if applicable); >'.;: i.,.:.:TA1C"tPgRS01M;.;ii;.:<;.;:.;>i>::>::>:;i>i:.i:>:;:.i:.ii:: N 11� NAME: G^ e SITE AREA (SQ. FT. OR ACREAGE): tm,L COMPANY (if applicable): _ • '• *• • PROJECT VALUE: f 7t ODD ,ADDRESS: =y =i ;:,,,•,.: �a ''' r'' IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? .:`C)TY: 'ZIP:'+' IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? -_ _ __ TELEPHONE NUMBER: 1 Ib - -- - -- S ION O ;. Atti1ti1::>$e c . �:� :Srle.dt:a�::a1>�Ces;3ar..::;:::<:>::«>a::>::<:.::;::<::<::>E:E<: r:Ezl<:>; (Sec etkiejLek • : Egg '' :: <»> > > > ` ':::: : :: :: ffi:::wltll:>:: . ... .rm n. .. _ANNEXATION $ SUBDIVISION: • _ COMP. PLAN AMENDMENT : $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ —TEMPORARY PERMIT $ _TENTATIVE PLAT $ - " _ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ ( 90 _ SITE PLAN APPROVAL $ _ FINAL PLAT $ —GRADE FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: 1 _ PRELIMINARY , _WAIVER $ _ FINAL WETLAND PERMIT $ '_ ROUTINE VEGETATION — MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ • SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ • — CONDITIONAL USE $ • _ VARIANCE $ _ EXEMPTION $No Charge _ ENVIRONMENTAL REVIEW $ j REVISION $ . I, (Print Name) kiderd &trli..d4 , declare that I am (please check one) ✓the owner..of the property involved in this application,_the authorized representative to act fdr 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. fl' ATTEST: Subscribed and sworn to before me, a Notary Public,in and ItSJ QL4(f�� LLC, for the State of WA5Howl4T**residing at (Nam f Owner epresentative) (2C:�nnoaa , on the day of Maio.►+ 'fie oeO ;,,,i,...„.„(a. . . ( ignature of Owner eprese ative) ' __i��'- ignature of Notary 'ublic) 1VotdYpublic State at Washington RES.. . ...................::: :::::::::::::::::::.::::.::::::::::::: :.:.:..........tTkt s:.sect on:3o..bt<..polnp:0#e0::hW:..:j.#Y:%aff:,.:: t.Rt .'.................... . . ..... . ::::::::.::: :,.::. . ::.: :. :.:::::::::.::.:�::::::.::::::::.:::.:;::::::::::: :A.::::A,t�l7.:::::BSP....:: CA�.:$:::::C1�F?.:.U:;:::G .:. :- • :.;.:.::.;;:.::;;: ;:.;;:<.. ::.: >:<: : ; >:<::ft�.H.P:;:.::.f...P....1lp.;. .FF':.PP...,R..:..Rvl�(P..::SAA.:.::S...H...,.SH.PI...A.....SHf')_..�-t5.::.:.:.:PN#:: �.Nt...........:...... . . :.:....•... . ..... ...:. .• <:. O:;:; `;:. ° ' ' :'".' .,.. ' ' ± ' 2''t> ' > i::::::2: : ::i:::: ::::i ::::i::<;:<;:;:`:. :::. ::"'`•`:f;S�...,.:.::.�.::;;:::::.;:::::i�i•::::::#:<;:::::;:::;i:::::::i::::;;:i::: :;:::::::5:..:...:::�: :::`:.. : V :::»»::>::<:»»<:>:«:»::»:: ::>::>:<::::.>:::> :<::::..: .: :+<:>;: ;;>::>::»:<::;:<::: ::<:> ::»:<:>::::»::»::>::>::>::>:<:::>::»:<«::::.: TAL<:#'•I�STAG� PRQ:.:)#3ED.....5....... ........:..:........................ .... . ::.:..�:.::::::.�:::::: : ::.:..:T{flTA�:.FEES.....a............... ��:.:.:..: ...:.......... ............................................ . .... MASTERAP.DOC REVISED 8/97 - DEVELOPMENT PLANNING CITY OF RENTON LEGAL DESCRIPTION MAR 1 5 2000 ADJUSTED PARCEL I RECEIVE® (TAX PARCEL NO. 362304-9018-09) THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43RD STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88' 48' 43" WEST 784.19 FEET DISTANT; THENCE NORTH 01' 11' 17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1 AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED IN VOLUME 124 OF SURVEYS, PAGE 211, UNDER RECORDING NO. 9809239001, RECORDS OF KING COUNTY, WASHINGTON. AREA AREA PROPOSED LOT 1 = 41,316 SQ.FT. 0.948 ACRES) AREA PROPOSED LOT 2 = 28,465 SQ.FT. 0.653 ACRES)) ` TOTAL AREA = 69,781 SQ.FT. 1.602 ACRES PRELIMINARY PLAT SUBMITTAL DE pLANG DEVE.LoP(OF RENTONING N PROJECT NAME: Oakesdale Plaza �. , ; G...,.J SITE AREA: 28, 465 SF MAR 3 i 2000 BUILDING AREA: 7, 681 SF R GE.tVED ZONE: CA RECErtlep APN: 362304-9108 The proposal is for a preliminary plat to subdivide the current parcel "I" into two separate parcels-. A separate building permit will be submitted for a 7, 681 gsf single story, multi-tenant shopping center located at the 1200 block of SW 43rd St. in Renton. The site is currently vacant, and is bordered to the east by an existing 7-Eleven convenience store and fueling facility. The immediate lots to the north and the west are vacant,however, there are existing warehouses to the north which are separated by Springbrook Creek which runs about 340' in the SW to NE direction above the site. The site is not bounded by any residential zones or uses. The existing site is relatively flat and has been cleared and grubbed. There are no existing trees or vegetation, and the soils consist of silty sands and clayey silts. Drainage for the proposed project will connect with the existing storm drainage system on the 7-Eleven site. (drainage design for the 7- Eleven site accounted for future projects, including this one) The proposed building will be constructed of a cmu base with a wood framed structure above, finished with stucco. The maximum building height will be 22'-0" (allowable building height is 50'-0"). The building will cover approximately 25% of the available site area, and the remainder of the site will consist of 35 parking stalls, a loading zone, 2,729 SF of landscaping and a trash enclosure. No trees or vegetation will need to be removed for this project. Access to the site will be provided by an existing approach on SW 43rd St. and will be shared with the 7-Eleven. Direct access to the 7-Eleven will also be permitted and a joint access agreement will be submitted with this proposal. Since the actual tenants are not known at this point, this project is speculative in nature. There will be a minimum of four tenants which will be permitted at a later time. Since SW 43rd St. has already been improved and existing conditions include sidewalks, curb and gutter, the proposal does not include any street improvements at this time. All utilities are currently available on site, and the only off-site connection will be to the 12" water main on SW 43rd St. Required fire hydrants will be provided per City's approval. Final grade of the proposed building will be at 24.10. Estimated cut/fill quantities are : 1050 yds. (cut) and 410 yds. (fill). Total estimated cost is $50/sf or$384,050, and estimated fair market value of the proposed project is $700,000. H:\Independents\9030.40\DOC\011100.project.narrative.doc f P :.�i:::i::C ITYi��':. r••. ii i:i ity l:;'.;::+:}.:i:::i':t ii!$:^ii is?iii:t•t i:'::::::::ii:!}}��Xii� i������is i...+ };{:?:::j::::: .....i::i:iii:::i:::: ::i::....:i::......i::::::i:iiiiii:^iii::i:i:::::i::i::j:: V LOPMENT . ......... .. ........... .... ii:::i:::::i::is::::i::::i::::::: :::isi:::::.:::::i:i::::::i::::i:: �i�v����..�r�rsrOr�...... ... ....:. . .::::ii:: ::::s:::::::: ::::::i:::::: :::ii: :.. . .I `..t7. .. ..I NST LL .. . . ... . 0. LIB • STATE OF WASHINGTON ) ) COUNTY OF KING ) . Tlilab T U I Od , being first duly sworn on oath, deposes and says: 1. On the 2, ill&day of , 2000 , I installed 04E- public information sign(s) and plastic flyer box on the property located at Vike.t. rlv>4/112 0 A ks ))1l LE P i.zi- for the following project: V L' L OA 1j z Al z`L 'L//z. Project name , r c ,6nz7 (4)Af T Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were r nc}r•L ir} d and installed in locations in conformance with the requirements of Chapte 74 Re to Municipal Code. Installer Signature f/3j ,, pi# c itf ......to SUBSCRIBED A eVROii Ibefore me this 9 day of /1/,41 , 2Qf . 1.::';'..1.ct..4144.4i641*......4:191114 \LC-C--t..,t g}A_E-A __.) t ? qusuC c NOTARY PUBL in and for the State of Washington, es 034...... V 1 residing at aIt% OP . My commission expires on ! �, . \PUBSIGNS.DOC ��v�"�4 REV. 03100 .I . ILLUSTRATION 1 I.4" I 96" 4;OR ; ; PROPOSED LAND USE ACTION o Type f Action: (Provided by Applicant) SITE MAP Project Name: (Provided by Applicant) Laminated c Site Address: (Provided by Applicant) "' • Installed by Applicant TO SUBMIT COMMENTS OR OBTAIN L J ADDITIONAL INFORMATION PLEASE o CONTACT CITY OF RENTON STAFF AT: o Co Development Services Division Space 1055 South Grady Way reserved for j PLASTIC Renton, Washington 98055 City provided 1 CASE b (425)430-7200 PUBLIC I installed by N 1 NOTICE ' ; applicant Please reference the project number. If no 8.5"x 14" E number is listed reference the project name. .a. N M See back for a copy of the City seal. co r:7r•7!1,11iGL, - arc%• `11W Y ,,biz\ r ;;••.,/i `% , . / A ,Nv 1 „, NOTES: 0 t - Use 4"x 4"x 12' POSTS ', C % Use 4'x 8'x 1/2" PLYWOOD ! �' 0: I Use 1/2"x 3" GALV. LAG BOLTS. W/WASHERS, t tCo W, i . �: co LETTERING: E; Use HELVETICA LETTERING, • ; st` 4 BLACK ON WHITE BACKGROUND. 14„ I TITLE 3"ALL CAPS OTHER 1 1/2"CAPS and 1"LOWER CASE M I DEVELOPMENT PLANNING CITY OF RENTON MAR 1 5 2000 CITY OF ♦ '� ® + FIRE PREVENTIONNTON BUREAU RECEIVED MEMORANDUM DATE: July 13, 1999 TO: Laureen Nicolay, Planner Q�� FROM: Jim Gray, Assistant Fire Marshal V(./X� SUBJECT: Oakesdale Shopping Center, 1200 Blk. SW 43rd. St. Fire Department Comments: 1. The preliminary fire flow is 3500 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. A looped fire main is required by City Ordinance. 2. A fire mitigation fee of$3,640.00 is required based on $.52 per square foot of building square footage. 3. Provide a 20 foot fire access around the north planter. Please feel free to contact me if you have any questions. " _- n,r Jul '.9 199 MEMORANDUM~ " `1670N • • DATE: 1>-(- 1 1999 TO: Construction Services, Fire Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary ApplicatiorL kTz° . 4 OAV -SV ALE Su4PtuC C k R LOCATION: tLGC) PLOGk 6F Stk.) Lk. �o avK-ESpq LE ME SIA.) PREAPP NO. qq- 5� A meeting with the applicant has been scheduled for Woo O O AV , Thursday, JO 2-( ZZ Tx) , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to LAO C-O L1N ( at least two (2) days before the meeting. Thank you. • 7(./0 • • 7dce- tie; � 'X7 . Preapp2 Pre-Application Proposed Retail Development SW 43rd St.W/O Oakesdale Ave. SW July 22, 1999 WATER: 1. The Water System Development Connection charge is$0.I 13 per gross site square feet. 2. A 12-inch water main is available in SW 43rd Street for service to the site. 3. One fire hydrant is required for each 1000 gpm of required fire flow. Each fire hydrant delivers 1000 gpm of fire flow 4. The primary hydrant is to be within 150-feet of the structures,but not closer than 50-feet. The secondary hydrants must be within 300-feet of the structures. 5. Drawings to adhere to City of Renton drafting standards available at the 6th floor counter. 'aril ri 6. If required fire flow is over 2500 gpm a water loop system is required. A loop system is required to be located in a 15-ft. Utility Easement. The required fire flow will be determine by the Fire Prevention Department. 7. The location appears to be on the E 36-23-4 quarter section map. SEWER: The Sewer System Development Connection charge is $0.078 per gross square feet, but not less than $850. 1%3 2. If the project produce fats, oils, or grease, such as a restaurant, then an appropriate removal system will be required per plumbing code. ��ry , (t,ik, 3. Side sewer line to have a 2% slope to property line. A sewer system is available at the north side of the property. • 4. Side sewer to have a cleanout every 100-feet and the first clean-out to be located 5-feet out from the building. 5. A sewer backflow prevention device is required for the sewer line when the floor elevation is below 25-ft. Show floor elevation on plans. STORM DRAINAGE: 1. The Storm System Development Connection Charge is $0.129 of new impervious surface area, but not less than$385. 2. Show topography of entire site and minimum of 30-feet outside the property. 99CM064W.DOC\ I 1 3. Show all CB/MH, storm pipe,detention/retention system,swales and wetlands,ect. 4. Use NAVD 1988 datum for elevations. 5. The proposed project must demonstrate adequacy of proposed City code requirements for detention, water quality and conveyance capacity. Therefore, a l93r_eL one Drainage Report_ required. • 6. Drawing scale is 1"=20'.. 7. Provide legend,vicinity map and legal on the title sheet. 8. Storm line is available at the north property line for service. TRANSPORTATION: 1. The transportation mitigation fee is $75 per new trips generation as determined from the ITE Trip Generation Manual at a 24-hour rate. 2. The joint driveway will need a joint access agreement. 99cm064w,s,d&t CemmP kej : C%irr/tr 111°' ' 4-z5 ,f .. 7-7-/ry 99CM064W.DOC\ Development Planning Section PREAPPLICATION COMMENTS SW 43`d and Oakesdale Shopping Center July 15, 1999 The applicant, Independent Development Company, has proposed a modification (of more than 10%) to their previously approved site plan, City File #LUA98-100. The proposal involves a reduction in the building square footage from 8,500 square feet of"specialty retail" to 7,000 square feet of as yet undefined retail use and an change in the number of parking spaces from 47 to 39. The applicant mentioned the following uses in the cover letter: Restaurant, • fast'food with drive through, retail. In order to determine City requirements for parking, driveway and sign standards, we will need to know the total number of tenants and the total number of buildings on the "site". Has the subject "site" been platted off from the 7-11 piece or is it still one site? These questions will need to be answered in order to apply the correct code requirements. General: We have completed a preliminary review of the pre-application materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre- application submittals made to the City of Renton by the applicant and the Codes in effect on the date of review. The applicant is cautioned that review comments may need to be revised based on site planning and other design • changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. Land Use Permits Required: The proposal will require a new administrative site plan approval since the changes proposed are greater than 10% from the previously approved site plan. The existing environmental determination could be adopted by the City and used for this revised proposal. This would save the applicant $500.00 in fees and a few weeks processing time. Processing time for the administrative site plan approval will be approximately 6-8 weeks, assuming no appeals are filed. The application fee is $1,000.00 plus 33 cents per mailing label. A complete site plan application package is attached. Building and Utility Construction Permits Required: A building permit and a utilities construction permit will be required. At the applicant's option, these permits may be submitted simultaneously with the site plan application. The processing time for a new commercial building permit is approximately 6-8 weeks. Timing for the utility construction permit is less. Complete building and construction permit applications are attached. Uses Permitted: The subject site is zoned CA, Commercial Arterial. The applicant has not specified the specific future tenants that would occupy the building, however, in order to obtain a City business license, the uses would • 1 � • have to be permitted by Renton Municipal Code (RMC) Section 4-2-070L, attached. Access and Driveway Requirements: RMC Section 4-4-0801 stipulates the driveway standards allowable for various uses. Allowable driveway width will depend on whether or not the building(s) qualifies as a "shopping center" The applicant is proposing a driveway of 50 feet in width. A width greater than • 30 feet is only permitted for industrial developments or developments qualifying as "shopping centers". For most uses, driveways cannot exceed 40% of the street frontage. In order to verify compliance with this provision, I would need to know the lot's frontage length.. Drive up window: If a drive up window is proposed, the existing environmental determination may not be applicable. If a new environmental decision is required, additional application fees ($500.00), submittal requirements (SEPA Checklist) and three additional weeks processing time would then be required. A minimum of 5 stacking spaces (20 feet each in length) which do not interfere with required parking or ingress/egress would be required. If the applicant desires to provide a drive up window, a significant redesign will be required and a second preapplication meeting is advised. Parking requirements: Existing and Proposed: The requirements for parking for the project will vary depending on specific uses proposed and whether the site is (or is proposed to • be) short platted. The original site plan indicated 13 spaces would be provided for the 7-11 building and 45-47 stalls for the specialty retail building. The new plan proposes 39 spaces for the new 7,000 square foot building in addition to the 13 existing 7-11 spaces. Number of Spaces: Parking requirements are based upon use and lot • boundaries. Typically, all required parking must be located on the same lot as the building requiring the parking. Since I am unsure of the total site boundaries (Is the 7-11 building still located on the same lot or has it been short platted?), I am unable to definitely determine compliance with parking regulations. Also since no specific uses have been identified, I was unable to determine if the proposed number of parking spaces meets code requirements. Required parking will be based upon total square footage per type of use: For example, one parking space per each 75 to 100 square feet of floor area is required for various restaurant uses; 4 to 5 parking spaces per 1,000 square feet of retail area is required; and if the building qualifies as a "shopping center" (see RMC 4-11-190), the ratio is also 4 to 5 parking spaces per 1,000 square feet. If the applicant's parking falls outside of the range of spaces permitted, an administrative parking code modification would need to be approved in order to _r • Number of Spaces (continued): obtain approval of the revised site plan. The decision criteria for approving a modification request are listed in RMC Section 4-9-250D. Assuming a retail building (no restaurants), the allowable range of parking would be (approximately) a minimum of 28 spaces to a maximum of 35 spaces. • Certain areas (hallways, wall thickness, restrooms, mechanical rooms, etc. ) are to be deducted from the total square footage for the purposes of calculating required parking. If the building uses will be retail, a parking modification would be required to allow the 45 proposed stalls. A higher parking demand use (e.g. restaurant) may eliminate the need for a parking modification request. .. Compact Spaces: The proposal appears to have more compact parking stalls than allowed by City code (45 X 30% = 13 stalls maximum). The number of compact spaces will have to be reduced to no more than 30% or the site plan application must also include a request for an administrative modification of the number of compact parking standards. Parallel Stalls: The easterly parallel parking space along the SW 43`d property line will likely not be approved as its maneuvering room would obstruct the driveway ingress/egress. Loading Space: It does not appear that the required loading space has been provided. Since the proposed retail use(s) will "require deliveries to it or shipments from it of people and merchandise", in addition to the required parking "adequate permanent off-street loading space shall {also} be provided". See RMC 4-4-080J1. Setbacks: A 10-foot landscaped setback is required from SW 43`d Street and 15 feet is-provided by the proposed plan. No other setbacks are required by the CA Zone. Landscaping and Pedestrian Connection Requirements: The CA Zone also requires a 10-foot landscape strip along SW 43`d. The proposed plan indicates 15 feet of frontage landscaping. All required on-site landscaping must be. sprinklered. An additional 5% of the interior of the parking lot is required to be landscaped. The landscaping area used to comply with this requirement on the previous site plan has been eliminated in the revised plan. The applicant will need to provide an analysis and site plan indicating compliance with the 5% interior landscaping . minimum. According to the previously approved site plan decision, the required 2% wildlife habitat landscaping has been "satisfied for properties located within the • 3�F�- Oakesdale Business Park with the enhancement of the Springbrook Creek stream buffer". The pedestrian connection requirements of the previously approved site plan will still apply (attached). Height: Although no building elevations were provided, the site plan seems to indicate a single story structure that should be well within the Zone's 50-foot height limit. Lot Coverage: The maximum lot coverage for the CA Zone is 65% of the total site area. Signage: Depending on the specific number of tenants proposed and the site's street frontage, sign requirements will vary. Once the number of tenants is and the street frontage is determined, I can provide more detailed sign code information. Citick= 7 - eila)n/L) w • Trash Enclosures: The revised location for the trash enclosure complies with the code mandate to locate refuse containers outside of required setback areas. Trash enclosures must be screened pursuant to RMC 4-4-090;7. We recommend that you obtain Rainier Waste Management's approval of your proposed dumpster location prior to submitting your site plan application package. Previous conditions of Approval (ERC conditions): The existing conditions of approval (attached) are still applicable, unless the applicant opts to go back through a second environmental review. • Special Development Connection Fees: These fees likely have already been paid for the entire site. However, if the new building is on a separate lot from the 7-11 building, these fees are likely still outstanding. Contact Clint Morgan for more information: 425-430-7216. Mitigation Fees: Required Fire, Traffic, and fair share traffic signal mitigation fees have been paid for 7-11 building. The Fire Mitigation Fee, Traffic Mitigation • Fee, and "fair share" contribution toward the traffic signal are still required for new building prior to building permit issuance. Traffic and Fire Mitigation fees ($3,640.00 based on 7,000-sq. ft. of building square footage) will be required (See original environmental determination conditions, attached). In order to calculate exact traffic and signal fees, the specific site use(s) needs to be identified. Comments by: Laureen Nicolay (425) 430-7294 I !^ A • • • • • DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE • • • . •APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED Y1291PW COMMENTS .. .............................. ... ......................................................................... . BY BY Calculations, Survey i Drainage Control Plan 2 :11::".11111,1111 Drainage Report 2 e')7 t3c24.ec ( • •• 111111iii!!!, 11211111111 Elevations, Grading 2 e?,71- , J -rie gr$116gl.tbVP n ts (Recorded • Existing Easements (Recorded Copy) 4 - -----.-- Flood Plain Map, if apphcable4 ........... ........... Floor Plans 3AND4 PP.................................. Grading Plan, Conceptual 2 Grading Plan Detailed 2 King Cdunty Assessors Map Indicating Site 4 Landscaping Plan, Conceptual4 Legal Description 4 List bf..Stirrbilindin.g1PrbOOrty:OwnOrs 4 : •• . . . .• . . •• Mailing Labels for Property Owners 4 Map of EXistind'Site'conditions 4 •. •'. • Master Application Form 4 morlumeht..pb.eoi.(oro:; • per ..... ....,... . . . . Parking, Lot Coverage & Landscaping • • Analysis 4 . . . Plan ReductionS..(PMT ) 4 • • . .„ Postage 4 Public Works Approval Letter2 ' • Title Report or Plat Certificate a Topography Map (5'.contours)3 . • • Traffic Study 2 Tree CuttingNegetation Clearing Plan 4 • % ., Utilities Plan, Generalized 2 Wetlands Delineation Map4 Wetlands Planting Plan 4 lAvf•O Wetlands Study 4 Re71-iec.This re requirement may be waived by: 1. Property Services Section PROJECT NAME:ah..4-eiael Li • 2 Public Works Plan Review Section 3 Building Section DATE: 'lir-'4Z2—9e3 DEVELOPMENT PLANNING`_ CITY OF RENTON • DEVELOPMENT PLANNING MAR 1 5 2000 ' ' CITY O NTON • CE�`�ED • MAR 1 �,%�y7.oN 44gClifita MEMORANDUM • • DATE: 1 YO° TO: Construction Services, Fire Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Development Services Division Director • SUBJECT: New Preliminary Application: L-( 0 (154cp4\1) Dv24.��-7-(y1,7 LOCATION: L j��pn C` .AY. d:,2 OQ 06rP(Y - PREAPP NO. 6 0 — 10 — A meeting with the applicant has been scheduled for 1D,O0 • tY\ , Thursday, Fe1, , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit. application submittal. • Please submit your written comments to �' 1.� at least two (2) days before the meeting. Thank you. • 4? fr..6- 13 C 1 � `f - 0 . ♦ CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: January 18, 2000 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Oakesdale Shopping Center, 1200 Blk. SW 43rd. St. Fire Department Comments: 1. The preliminary fire flow is 3500 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. A looped fire main is required by City Ordinance. 2. A fire mitigation fee of$3,720.08 is required based on $.52 per square foot of building square footage. 3. Provide a 20 foot fire access around the north planter. Please feel free to contact me if you have any questions. 2'5 t.""- dito CalK 14Atte•e2 /r•lA • 11- IA/J/467441 ev avriry- { Pre-Application No. 2 Proposed Retail Development SW 43rd St.W/O Oakesdale Ave. SW January 24,2000 WATER: 1. The Water System Development Connection charge is $0.113 per gross site square feet,but not less than$850. 2. A 12-inch water main is available in SW 43rd Street for service to the site. 3. One fire hydrant is required for each 1000 gpm of required fire flow. Each fire hydrant delivers 1000 gpm of fire flow 4. The primary hydrant is to be within 150-feet of the structures,but not closer than 50-feet. The secondary hydrants must be within 300-feet of the structures. 5. Drawings to adhere to City of Renton drafting standards available at the 6th floor counter. 6. If required fire flow is over 2500 gpm a water loop system is required. A loop system is required to be located in a 15-ft. Utility Easement. The required fire flow will be determine by the Fire Prevention Department. 7. The location appears to be on the NE 36-23-4 quarter section map. SEWER: 1. The Sewer System Development Connection charge is $0.078 per gross square feet,but not less than$585. 2. If the project produce fats, oils, or grease, such as a restaurant, then an appropriate removal system will be required per plumbing code . 3. Side sewer line to have a 2% slope to property line. A sewer system is available at the north side of the property. 4. Side sewer to have a cleanout 5-ft out from the building and every 100-ft.thereafter. 5. A sewer backflow prevention device is required for the sewer line when the floor elevation is below 25-ft. Show floor elevation on plans. STORM DRAINAGE: 1. The Storm System Development Connection Charge is $0.129 of new impervious surface area, but not less than$385. 2. Show topography of entire site and minimum of 30-feet outside the property. OOCMOIO.DOC\ pp� f., r 3. Show all CB/MH, storm pipe,detention/retention system, swales and wetlands,ect. 4. Use NAVD 1988 datum for elevations. 5. The proposed project must demonstrate adequacy of proposed City code requirements for detention, water quality and conveyance.capacity. Therefore, a level one Drainage Report required. 6. Drawing scale is 1"=20'.. 7. Provide legend,vicinity map, index and legal description on the title sheet. 8. A storm line should be available at the north property line for service. TRANSPORTATION: 1. The transportation mitigation fee is $75 per new trips generation as determined from the ITE Trip Generation Manual at a 24-hour rate. 2. The joint driveway will need a joint access agreement. See attached code on joint use driveways. Joint driveways are encouraged. 3. For parking modification see attached City code conditions. Code 4-4-080-8F,9,10 and 4-9- 250D2 attached. 00.01,0 • • 00CM010.DOC1 CITY Or RENTON Planning / Building / Public Works MEMORANDUM DATE: February 3, 2000 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: 43rd & Oakesdale Shopping Center- Pre-Application File#00-05 We have completed a review of the pre-application for the proposed 43rd & Oakesdale Shopping Center. 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. Project Description. The proposal is for a 7,154 sq. ft. retail building adjacent to the 7-11 store on SW 43` St. and Oakesdale Ave. SW. The applicant also proposes to divide the existing parcel into 2 parcels. The proposed building was included on the 7-11 Zelman Site (LUA98-100, SA, ECF) site plan that was approved in July 21, 1998. Site Plans are valid for two years and one two-year extension may be granted. The pre-application proposal differs from the previously approved site plan. The building was 8,500 sq. ft. versus 7,154 sq. ft. and the building is proposed to be setback further from the street. The code allows modifications to an approved site plan. A.minor modification is considered a change of less than 10% of the approved site plan. The 10% change-includes changes to the building area and may also include parking and other elements that could affect the basic site design plan. The pre-application building is w^ greater than a 10% change. However, the proposal is for a decrease in the building area and therefore �i", may be considered for a minor modification. The applicant should write a letter outlining the changes from a minor dification. , v1 the the depcisiondonte the,modificationan request. If theproval (prop sal is consideredThe major modification tor makes the site • plan, it would require the approval of the original approval body, the Zoning Administrator in this case. ' 0 Zoning. The subject site is zoned Arterial Commercial (CA). Retail Sales allowed as primary uses are 1Jn�^n listed in the code. CP1 Development Standards • !b Setbacks - The CA zone requires a minimum front/street setback of 10 feet for buildings. The proposed .Aft ,, building complies with this standard. There are no rear or side yard setbacks required. Landscaping - The CA zone requires a street frontage landscape strip with a minimum width of 10 feet. The 10-foot landscape strip is required on-site. The code requires a pedestrian connection between the sidewalk and public entrance of the building. Building Height- Maximum building height is 50 feet. Lot Coverage - The lot coverage for buildings may not exceed 65% of the total lot area. There is no standard for maximum impervious surfaces. The proposal includes dividing the lot into 2 parcels. The existing and proposed buildings must meet lot coverage standards on the separate lots. Parking — Parking requirements are based on the proposed use. Shopping centers, defined as a single building containing 4 or more individual commercial establishments, planned, developed, and managed as a unit, require a minimum of 4 and a maximum of 5 parking spaces per 1,000 sq.ft. of gross floor area. Standard stall dimensions are 20 feet in length and a 9 foot width. Compact parking stalls are 16 feet in length and 8.5 feet in width. Compact parking spaces may not account for more than 40% of designated employee parking or 30% of all other required parking. Aisle widths of 24 feet are required for 90-degree head-in parking. Parking stall dimensions should be shown on the site plan application submittal. Permit Requirements. If the proposal is not determined not to be a minor modification to the previously approved site plan, the proposal would require approval of a major modification to the site plan, an administrative decision made by the Zoning Administrator. SEPA environmental review would not be required if the previous environmental determination is considered applicable. A major modification to the site plan would require 6 to 8 weeks to process. The applicant would be required to go through preliminary plat approval for the lot subdivision. State subdivision regulations require processing a short plat according to preliminary plat procedures where a lot has been a part of a short plat over the past 5 years. This applies to the subject proposal. Staff recommends a separate application from the site plan approval for the plat. cc: Jennifer Henning • I JAN18 0 . E''• n: =VFW MEMORANDUM • DATE: I/ I y/ D O TO: Long Range Planning • FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: t--7 f ).C. Q ( �iv��.,on-ix,� ' LOCATION: (4-3, t?p-16(DNQ PREAPP NO. Od — O5 Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. • Please submit your written comments to T(-- no later than ;4,/qC° . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. f;, I S 0I .I G..I rcrL'-162LCY-z'Wt F7V ( ( ) - V/I LL,(Pr ) 1 I"1(l. CUY ,'i a11-){" 5tVf (PL/try , f) LoniCr, CA . �f U PU Li c.! I SS u . 60 r-bYL- S"C2-11-r c - preapp - - - - -- _ - - DEVELOPMENT PLANNING CITY OF RENTON a.uAn o 000 CITY OF RENTON DEVELOPMENT SERVICES DIVISION ' RECEI D ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST: The State Environmental Policy Act(SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write"do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer,"and "affected geographic area," respectively. Environmental Checklist A. BACKGROUND ‘NG E�OP��� A o�4p 1. Name of proposed project, if applicable: 001 00-1 O F Oakesdale Plaza APR 317-1° 2. Name of applicant: Independent Development Company, LLC 3. Address and phone number of applicant and contact person: Richard Gumpert 742 First Street South Kirkland,WA 98033 425-827-3688 4. Date checklist prepared: 12-2-99 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Estimated start of construction: July 2000 Project duration: 2 months 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical report 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No 10. List any governmental approvals or permits that will be needed for your proposal, if known. Preliminary plat, Building permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. Proposal is a preliminary plat to subdivide current parcel "I" into two separate parcels. Future plans to build a 7,681 sf commercial shopping center. 2 • Environmental Checklist 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. NW quarter of the northeast quarter of section 36, Township 23 North, Range 4 East W.M. City of Renton, WA. (Subject parcel currently under preliminary plat submittal at the City of Renton) B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); ( at9T rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site(approximate percent slope?) 5% 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. Silty sands and clayey silts d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No • e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Estimated cut/fill quantities are: 1050 yds—cut; 410 yds—fill Structural fill will be brought in since site will need to be overexcavated. Fill to be compacted per soils report. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No • g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 90% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Temporary erosion-control measures will be used to meet City of Renton standards. 3 Environmental Checklist 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. Dust from construction,vehicle and mechanical equipment emissions. b. Are there any off-site sources of emission 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: Project will meet all applicable environmental regulations. 3. WATER a. Surface Water: 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. • Yes, Spring Brook Creek 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. 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 4 Environmental Checklist b. Ground Water: 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 will be discharged to an approved drainage system. 2) Could waste material enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm drainage systems will be included in permit review. 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants:water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Native grass c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: An additional 2% of wildlife landscaping will be provided, per the soil conservation service environmental mitigation agreement. 5 Environmental Checklist 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain No d. Proposed measures to preserve or enhance wildlife, if any: • None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas—heating, cooling Electricity—heating, cooling, lighting, operation of equipment 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: Project will comply with Washington state energy code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: • None 6 Environmental Checklist b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic noise from SW 43'd Street 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. Construction noise on a short term basis. Increased traffic noise on a long term basis. 3) Proposed measures to reduce or control noise impacts, if any: Construction will occur at times acceptable to the City of Renton 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Site is vacant.Adjacent property is a 7-Eleven and commercial center. b. Has the site been used for agriculture? If so, describe. No 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? CA f. What is the current comprehensive plan designation of the site? EAV g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No Approximately how many people would reside or work in the completed project? , Environmental Checklist Approximately 30 employees j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Occupancy is permitted in zone. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: N/A 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. The maximum proposed building height would be 22'-0". The principal building materials are masonry,stucco and glass. b. What views in the immediate vicinity would be altered or obstructed? Views to the west from the 7-Eleven would be altered. c. Proposed measures to reduce or control aesthetic impacts, if any: None 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Site lighting in parking lot during evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? No 8 Environmental Checklist --,- c. What existing off-site sources of light or glare may affect your proposal? Light from gas canopy will help to light site at night. d. Proposed measures to reduce or control light and glare impacts, if any: No significant impacts forseen. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? None known. 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: N/A 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: N/A 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. Site is served by an existing 50'-0"joint approach off of SW 43rd Street. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes; approximately 50'from proposed site. (existing bus stop along SW 43`d St. on 7-Eleven site) 9 EnvironmBntal Checklist -J c. How many parking spaces would the completed project have? How many would the project eliminate? 35 new spaces, 0 spaces eliminated d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? No e. Will the project use (or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 40-50 trips would be generated. Many of the trips would be pass-by or captured trips from the 7-Eleven. Peak volumes would occur at am and pm commute hours. 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. • Fire and police protection will be needed for the project. Project area is already served. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. UTILITIES a. Circle utilities currently available at the sit . ectricity, natural gas, water, refuse servlc e ephone, sanitary sewer eptic 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. Power: PSE, connect to line from adjacent site ' Water: City of Renton, connect to line serving adjacent site Sewer: City of Renton, connect to line serving adjacent site Gas: PSE, connect to nearest line Telephone: US West,connect to line serving adjacent site Refuse: Ranier Waste Management, proposed trash enclosure 10 • • Environrrrantal Checklist C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: AP p 1 iJ (''.our, INC. Date: /(JD • 11 DEVELOPME 'LANNING 03/14/2000 16:30 GN NORTH 4 914257466836 CITY OF JTON NO.979 D02 MAR 15 2000 Northern, Yakima RECEIVED4tql111/ 513x(509)2404220 • Consulting Engineers • Environmental Scientists • Construction Material Testing 97s7Juarldarid WA no98034veNSSuite 121 Ki (425)3254327 March 14,2000 Fac(475)025-0321 • 6713 W ClamtwanuSomeF Kanevvid WA 99336 (509)7342D IDC,LLC Fcc(509)734 9321 742 Street South • 11006HWY395N Muni=OR 97878 Kirkland, WA 98003 (540 564-0991Fix(541)094.0923 Attn: Richard Gumpert Ref: Stormwater Disposal for Renton Shopping Center Development Oaksdale Avenue SW and SW 43rd Street,Renton, Washington Dear Mr. Gumpert: At your request,we have completed a site grading and drainage design for the proposed shopping center in Renton, Washington. The site grading and drainage plan is shown on sheet 4 of 8 of our drawings submitted to you and to your architect last week. A stormwater conveyance system is designed for 25 year storm. The onsite stormwater system is connected to the existing stormwater drainage system exists along the northern boundary of the site. Project Overview: • The proposed development will include a new shopping center facility in approximately 0.65 Acre undeveloped site. The proposed site is located near the northwest corner of SW 43'd Street and Oaksdale Avenue SW,adjacent to 7-Eleven C-Store facility in Renton, King County,Washington. The proposed site is a portion of 1.6 acre parcel within Phase I Oaksdale Business Park development site. The phase I development includes approximately 9.8 acres. The new shopping center facility will be located in the western portion of 1.6 acre parcel. Short plating is currently in process to separate the proposed site from C-Store facility. The Oaksdale Business Park development includes 41 acres planned in three phases. Phase I development includes approximately 9.8 acres and Phase 11 and III development includes approximately 31.5 acres. A Spring Creek flows east-west to the north of Phase I development site and divides the 9.8 acres Phase I development site from 31.5 acres site. A detailed drainage study was conducted by Barghausen Consulting Engineers, Inc.for the entire 9.8 acres Oaksdale Park Phase I development which includes the proposed project site and adjacent 7-Eleven development. Storm drainage system and sanitary sewer system were designed and subsequently installed for the entire Phase I development which included the proposed 0.65 acre site and adjacent I acre (approx.) 7-Eleven site. A stormwater detention pond and water quality treatment facility were included in design and subsequently installed at the phase I development site. A stormwater manhole(Typ.2-48")was provided near the northwest corner of the proposed site. The stormwater from the adjacent 7-Eleven development is conveyed through 12 inch diameter PVC pipe at the proposed site to the above described manhole at the proposed site. Series of catch basins were provided at the adjacent 7-Eleven site including two CORPORATE OFFICE; E-mail: gnnortherwowa.net • 1-800-428-9798 • Web Site: http://www.gnnorthem.com -03/14/2000 16:30 GN NORTH] a 914257466836 NO.979 1;103 • CSD. Northern, Inc. Proposed ShQpping Center,Renton, WA March 14.2000 Page 2of2, • i catch basins along the shared boundary of both 7-Eleven and the proposed development site. A stub • out was provided from the catch basin(# 17042)for the proposed development at the adjacent 0.65 • acre site. A technical drainage report was published for the entire Phase I development (9.5 acre site) by Barghausen. Total runoff for the entire 1.6 acre site comprising of existing 7-Eleven and the current developemnt site was included in the Phase I development plan. The conveyance system(storm drain i e were on inall desi a Bar hausen considerin the anticipated flow from the RE�� L� Y � �.�Y 8 g.- P current 0.65 arse .ite (see the enclosed letter and original calculations in Ike drainage report prepared by Barghausen). The surface runoff was calculated for 25 year storm based on SBUl3 method. All storm drain pipes were provided with relatively deeper invert elevations to provide sufficient head for the gravity flow drainage system for the proposed development. Based on.our review of Drainage Report and calculations prepared by Barghausen and the letter from their civil engineer,we believe that the stormwater drainage system installed at the site is adequate to accommodate surface runoff from the proposed shopping center development. • If you have any questions regarding this letter report, please contact us at(800)428-9798. Sincerely, Ashfaq emon, PE `- - Project Engineer �' y 41F]0 :fr Enclosure: Letter from Barghausen EXf19ES / ("' • cc: RILL Design Group City of Renton • • 63/14/2000 16:30 GN NORT1 13 914257466836 NO.979 D04 425 2n1 8782 03.14:2000 14: 19 FAX 425 251 8782 BARGHAUSEN E1001 • 4GHq� • -t- MEMORANDUM • • DATE: March 14, 2000 • TO: Ashfaq Mcmon.P.E. • Northern,Inc. 722 North 16th Avenue,Suite 3I Yakima,WA 98902 CC: Dan Balmelli.Bargliausen Consulting Engineers,Inc. File • FROM: Ali Sadr . RE: New 0.65 Acre Development Oakesdale Business Campus Phase I Our Sob No. 5911 I have reviewed your site plan for development of.065 acres adjacent to the existing 7.11 along SW 43rd Street in Renton.Washington and confirm that your site is within Oakesdale Business Campus Phase I drainage basin. As part of the overall project.storm drainage detention has been proveded for this project in the main detention for Phase I. I have enclosed a copy of the overall storm drainage system for Phase I for your use in locating the existing storm system stub for this site. Should you have any questions or teed additional information,please contact me at our office at(425)251.6272. • • -1- 5911 M 001[ASlbscl] • `..� L/ FROM : DAL PACIFIC NW CONSTRUCTION PHONE NO. : 253 476 2257 =:b. 15 2000 11:32AM P1 �nv tm, �91 Re'a`� • I .— McVay Construction, LLC ` ' • L. General Contractors ;J I !;�,; „ ! (- 7.- • DEVELOPMENT PLANNING 2/15/00 • CITY OF RENTON MAR 15 2000 April Harr RECEIVED RHL design Group,Inc. 1550- 140th Ave.N.E.,ste, 100 Bellevue,WA. 98805 re: 43rd&Oaksdale,Renton,WA. • Dear April, McVay Construction LLC proposes the construction of the above referenced project beginning May 2000,and • completing August 2000,during normal business hours and work weeks,;typically Monday through Fnday 7 a.m. to 4 p.m.. Hauling/transportation routes expected are the east/west route of 43rd connecting the project site with the 167 freeway. Weekend hauling and/or late night hauling is not anticipated. Traffic control is not anticipated due to on-site points of • connection for storm, sewer,power,telephone,and gas already existingon site. Measures to be implemented to minimize dust,traffic,transportation,erosion,mud, and other noxious characteristics are as follows: • • Install erosion control silt fencing and construction entrances per approved plans • Maintain erosion control throughout project • • Remedy!repair erosion control deficiencies per City of Renton Inspectors • Work within proposed hours of operation • Employ the use of sweeper trucks as necessary to keep road clean. • Respond immediately to legitimate citizen complaints as required by the Renton Bldg.Dept. Please call me if I can be of further assistance at the telephone numbers listed below. • • Office(253)476-2257 • Cell(253)973-7200 • Fax(253)476-2364 • Best Regards, • Paul McVay,Manager • cc:R.A G. /I.D.C. 115 So. 38th St., Suite 6,Tacoma, WA 98408 • (253) 476-2257 • Fax (253) 476-2364 DEVELOPMENT PLANNING CITY OF RENTON M F. n MAR 1 5 2000 RECEIVED FirstAmerican Title Insurance Company BUILDER/DEVELOPER SERVICES DIVISION 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WASHINGTON 98121-9977 BUILDER TITLE OFFICER: DICK CAYS PHONE: (206) 615-3072 E-MAIL: DCAYS@FIRSTAM.COM FAX NO.: (206) 615-2812 SUBDIVISION GUARANTEE ORDER NO. K806091-9K LIABILITY: $1,000.00 TAX: $17.20 FEE: $200.00 FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, HEREIN CALLED THE COMPANY, SUBJECT TO THE LIABILITY EXCLUSIONS AND LIMITATIONS SET FORTH BELOW AND IN SCHEDULE A GUARANTEES BARGHAUSEN ENGINEERING HEREIN CALLED THE ASSURED, AGAINST ACTUAL LOSS NOT EXCEEDING THE LIABILITY AMOUNT STATED ABOVE WHICH THE ASSURED SHALL SUSTAIN BY REASON OF ANY INCORRECTNESS IN THE ASSURANCES SET FORTH IN SCHEDULE A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. NO GUARANTEE IS GIVEN NOR LIABILITY ASSUMED WITH RESPECT TO THE VALIDITY, LEGAL EFFECT OR PRIORITY OF ANY MATTER SHOWN HEREIN. 2. THE COMPANY'S LIABILITY HEREUNDER SHALL BE LIMITED TO THE AMOUNT OF ACTUAL LOSS SUSTAINED BY THE ASSURED BECAUSE OF RELIANCE UPON THE ASSURANCE HEREIN SET FORTH, BUT IN NO EVENT SHALL THE COMPANY'S LIABILITY EXCEED THE LIABILITY AMOUNT SET FORTH ABOVE. 3. THIS GUARANTEE IS RESTRICTED TO THE USE OF THE ASSURED FOR THE PURPOSE OF PROVIDING TITLE EVIDENCE AS MAY BE REQUIRED WHEN SUBDIVIDING LAND PURSUANT TO THE PROVISIONS OF CHAPTER 58.17, R.C.W., AND THE LOCAL REGULATIONS AND ORDINANCES ADOPTED PURSUANT TO SAID STATUTE. IT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY TRANSACTION AFFECTING TITLE TO SAID PROPERTY. Page 1 SUBDIVISION GUARANTEE ORDER NO. K806091-9K SCHEDULE A THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE: A. TITLE IS VESTED IN: RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY B. THAT ACCORDING TO THE COMPANY'S TITLE PLANT RECORDS RELATIVE TO THE FOLLOWING DESCRIBED REAL PROPERTY (INCLUDING THOSE RECORDS MAINTAINED AND INDEXED BY NAME), THERE ARE NO OTHER DOCUMENTS AFFECTING TITLE TO SAID REAL PROPERTY OR ANY PORTION THEREOF, OTHER THAN THOSE SHOWN BELOW UNDER RECORD MATTERS. THE FOLLOWING MATTERS ARE EXCLUDED FROM THE COVERAGE OF THIS GUARANTEE: 1. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF. 2. WATER RIGHTS, CLAIMS OR TITLE TO WATER. 3. TAX DEEDS TO THE STATE OF WASHINGTON. 4. DOCUMENTS PERTAINING TO MINERAL ESTATES. DESCRIPTION: THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTH OF SOUTHWEST 43RD STREET, LYING WEST OF OAKESDALE AVENUE SOUTHWEST, LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A POINT ON THE CENTERLINE OF SAID SOUTHWEST 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43 BEARS NORTH 88°48'43" WEST 784.19 FEET DISTANT; THENCE NORTH 01°11'17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1 AND THE TERMINUS OF THIS DESCRIBED LINE; (ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, RECORDED UNDER RECORDING NO. 9809239001.) Page 2 • ORDER NO. K806091-9K RECORD MATTERS: 1. GENERAL TAXES, WHICH AMOUNT CANNOT BE PAID UNTIL FEBRUARY 15, 2000. YEAR: 2000 AMOUNT: $14,064.00 TAX ACCOUNT NO.: 362304-9108-09 ASSESSED VALUE OF LAND: $558,200.00 ASSESSED VALUE OF IMPROVEMENT: $524,100.00 (SAID TAXES HAVE NOT YET BEEN CERTIFIED) 2. DELINQUENT GENERAL TAXES. YEAR: 1999 AMOUNT BILLED: $2,806.10 AMOUNT PAID: $1,403.05 AMOUNT DUE: $1,403.05, PLUS INTEREST AND PENALTY TAX ACCOUNT NO.: 362304-9108-09 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: RSJ HOLDINGS, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: TOTTEN, INC., A WASHINGTON CORPORATION BENEFICIARY: WEST COAST BANK, AN OREGON CORPORATION AMOUNT: $1,550,000.00 DATED: MAY 11, 1999 RECORDED: JUNE 24, 1999 RECORDING NO.: 19990624001255 4. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): RECORDED: DECEMBER 31, 1997 RECORDING NO.(S): 9712312199 5. RIGHT OF KING COUNTY TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SOUTHWEST 43RD STREET, ACQUIRED BY CONDEMNATION DECREE ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NO. 81-2-08117-7. 6. TERMS AND CONDITIONS OF CONSENT DECREE FILED IN KING COUNTY UNDER SUPERIOR COURT CAUSE NO. 97-2-17988-2 REGARDING CLEANUP OF CONTAMINATION, A COPY OF WHICH WAS ATTACHED TO DOCUMENT RECORDED UNDER RECORDING NO. 9712312199. MODIFICATION AND/OR AMENDMENT BY INSTRUMENT: RECORDED: SEPTEMBER 28, 1998 RECORDING NO.: 9809282079 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 28, 1998 RECORDING NO.: 9810280441 Page 3 ORDER NO. K806091-9K FOR: RECIPROCAL ACCESS AFFECTS: THE EAST 50 FEET OF THE NORTH 20 FEET 8. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): RECORDED: OCTOBER 28, 1998 RECORDING NO.: 9810280442 9. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION): RECORDED: SEPTEMBER 23, 1998 RECORDING NO.(S): 9809239001 - DATED: December 22, 1999 AT 8:00 A.M. CADA TITLE OFFICER JB/EJH Page 4 • •t NOTICE \ ORDER NO. O p Ol/ 009 I SUBDIVISION SURVEY This Sketch is furnished u a courtesy only by First American RCDG NO./VOL & PG.r1$Oq361001 Title Insurance Company and it is NOT a part of any title N OTR WE, SECS fo TWNSHP ..3 N RNG 'IE commitment or policy of title insurance. Pk' This sketch is furnished solely for the purpose of assisting in . locating the premises and does not purport to show all highways, s roads,or easements affecting the property. No reliance should w r .:.. be placed upon this sketch for the location or dimensions of the • '' property and no liability is assumed for the correctness thereof. / • s • • „IS uUmiEsAOELTEN • L1 137 ,s an of RENTON N1(A{ppp,7 Mr I/4 K 1/1 YGTION)• RpApWY AS PUBLIC u b HII woo or rw.cY AS Rrtalom REC.NO(740417T• b . o.f. �m-r �f 70 Y:1lE REC.N0. 7A09tM676 VQ M RGa19N0 IC.910971M007 7 . '1 7"•f I `:Pt n C:u 120 . 114 y L1 S I u6 1 I ____ LI 1 -_—_ -_- -ail MEW PRNAft 25' ,-- LI' MEW POE LD Z;n54 11rrATE sr•= 1 E/SEIKNT `" 011W/GE CASEMENT 10'X 77' Y �,S C3TY OF RENTON ROADKPr,-; .r,7i n`Yr� . 41111111.1 _1Ljr{171'r �0LC,_— u As GASENENT . I REC.NO. 74071605 64 I. ee0- t i NM LOT I I / I LWCAI I a IIo1 (133.3w s7) s SI< 1s'111R1TY(ASFYENT� //�� I (7ISTNO LOf taE I I:1 ANO u Tr n IW INC CITY a RENION ADJUSTED I rwsEMEMDRAANAGEr .1 !• J.f i I 1 REC.NO.7404280106 '1 ..., mac I I PARCEL f,cv`' is I LOGTION tx IINE 1 I Y (149.670 I I 11-• [LJ n I Exst9w LOT ADJUSTED lIp N anta•r 305.00' jW �` PARCH N • T 'W IJ�` ''a:i'LA TEE o I .: • liy' 1 z Q'rCcJ✓ I aI AD LISTED - I _ (L-'" 1 <cJ I :N. PARCEL I Q e. I Y .h 1 E I I,Z r SLOPE EASE ENT 69.791 V) SLOPE Tj SENENT I KPERIORFECTitiC OuRr I ): ( O I 1 I SUPERIOR COURT CAUSE AFFECTING PARCEL N NO el-r-Oell7-7 I k sO.51- COURT CAUS• E KI.EI-I-00117-7 I • I= V . .� N-e839'35-'A'• JOee7'.-L. _71-N 6536.35'V-70]Oe'.._.�. e697' .I N eSae'50.r 7e9.50' ..- . - . _. -. - W—45EiD S-Figkt __. 12 —•---• -----•-- ---.—.-._- - a_ N.61rve'. u•r 169r.w'(u) 1ua.u'(RI noYW69 D60� N atN'NO r cLSY 97 **************************************************************** • City of Renton WA Receipt **************************************************************** Receipt Number: R0001319 Amount: 500 . 00 03/15/00 10 :44 Payment Method: CHECK Notation: GUMPERT #1608 Init: JEJ Project #: LUA00-034 Type: LUA Land Use Actions Parcel No: 362304-9045 Site Address: 1200 SW 43RD ST Total Fees : 2, 502 . 64 This Payment 500 . 00 Total ALL Pmts : 500 . 00 Balance: 2, 002 . 64 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0007 Environmental Review 500 . 00 **************************************************************** City of Renton WA Reprinted: 03/15/00 10 :45 Receipt **************************************************************** Receipt Number: R0001320 Amount: 2, 002 . 64 03/15/'30 10 :45 Payment Method: CHECK Notation: RSJ HOLDINGS1102 Init: JEJ Project #: LUA00-034 Type: LUA Land Use Actions Parcel No: 362304-9045 Site Address : 1200 SW 43RD ST Total Fees: 2, 502 . 64 This Payment 2, 002 . 64 Total ALL Pmts: 2, 502 . 64 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0008 Prelim/Tentative Plat 2, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 2 . 64 o0 -o 34,,f7 (y l°I -(9 sin ."Y4' • .--_ DES Ci�Y OF REN fONNING \ • {.. � MAR i 5 2000 RECEIVED S •�, _ A M E R f 0 ots".‘.."::•••,''' .414F111;010.41111:_11.211.. 14. 1 k‘\.0e? 'tP- - jibil‘ _. .._"),',i______I bikit\ ,„___,,-- — _deo.-- ___,-....: ,..,...de.... ...2- \ %14144.,,,,\ N. . --... First 1-1.inei•ic(11l Till() 111S'1( 1•(11l('(' Company COPIES OF DOCUMENTS - trr. . 0 - • OE1/ELOPMENT P MI CITY OF REONNING MAR 7 5 2000 • •• RECEIVE® Wail El692 23 • lammoa u:la KTA COUNTY, ail SALE 412.4. . FAGS 0411 OF 012 AFTER RECORDING MAIL TO: Nark RSJ Holdings.LLC Address 742 I"St South City/State Kirkland.WA 98011 Quit Claim Deed First American Title Insurance company THE GRANTOR Independent Development Company,LLC:.a Washington limited liability company for and in consideration of change in identity WAC 45R-01.175(2-c)conscys and quit 1ST AM claims to RSJ Holdings. LLC. a Washington limited liability „h,,,rwcc few urcaompun)uteonly) company die following described real estate. situated in the Counts of King State of Washington.together with all after acquired into of the grantur(s)therein 'the South 210 feel.except the West 598 82 feet of the following described parcel That portion of the Northwest quarter of the Nonhcasl quarter of Section«.Toss nship 23 111 North.Range 4 East,W M.in King County.Washington.lying North of southwest 43'd 1 Street.h ing West of Oakcsdalc Avenue Southwest bung South of Springbrook Slough drainage ditch no l and lying East of the following described line Commencing at a point on the centerline of said Southwest 43"'Street.from which point the Northeast corner of Henry Adams Donation Land Claim No 43 bears North 88 deg.48 min.43 sec •" • West 184 19 fat distant.thence North 01 deg II mat 17 sec East to the South line of said Springbrook Slough drainage ditch nu 1 and the terminus of this described line I Also known as Adjusted Parcel"I-of Cuts of Renton Lot Line Adjustment No.LUA-98- 1127-LL.A.recorded under recording no 9809239001) . Assessor's Property Tax ParceilAccount Number(s) 162104911)809 • DATED this Lc t�_day of June.1999 Iniel ident Desclopntent Company,LLC ,� • • s Richard A Gu pen.Mc bcr by Steven L Gumpert.Memller if r s . LP1312-11/96 Page I of 3 1 r 11111111111111111111PAGE AO 1 3 �� . . FIRST RAQIIICAN QCO te.0* 2 r xI me a . DEVELOPMENT PLANNING CITY OF RENTON • MAR 1 5 2000 • °Zil - RECEIVED ' • A.A2:/-rid . Jimmie D Williams.Member. Ir'arpnrate1 / �L STATE OF jea.S%7/Cig-7B.1_l } 7 } SS County of f�e r_c ___, ) I certify that I know or hate satisfactory evidence that Richard A Gumpen israre the person(s) who . appeared before mc.and said person(s)acknowledged that he/she/they signed this instrument,on oath stated that he is/she is/they arc authorized to execute the instrument and acknowledged it as the Member of Independent Development Company.LLC to bc the free and voluntary act of such party for Iltc uses and . purposes mentioned in thus instrument. DATED hi al•:i �•w tie -•M41••• t c(typed or printed):�/1P i-D,,Z/Sb i . . -0. 10�p TARY PUBLIC in and for tire State of ,,/ / Q72 71�tin t RC ote� Residing at- Za.lee'/1�.44�. dF•W;40 My appointment expires ....`cr-p7r�Qa.-. .-...- it.7..nrrV • STATE OFL0/.iFcx•A.1rA 1 } SS . County of 4-if 1116i L: 1 I certify that I know or have satisfactory evidence that Steven L Gumpeh isiare the persons)who appeared before me.and said pawn(s)acknowledged that he/she/they signed this instrument,on oath stated that he is/sttc 1s ithey arc authorize)to execute the instrument and acknowledged it as the Member of Independent 1 Uesclopment Company. LLC to be the free and voluntary act of such party for the uses and purposes • mentioned in this instrument i DATED June(IC•).1999 . i *Mr.. C i.I1 -:lcccc_,4's r w,t�4•C rpraMrl�IC•ORpRRA Name(typed or printed): �!iy!!� l LcNac�— `. •, OIYM�9a„.. NOTARY PUBLIC in and for the State of C.1e.,Fok Nr/4- ... •' ""'"' °'" daf1II' Residing at JcNE.BLrcyCAr.-iF[4 I fl • ft My appointment expires/J--t to d c a i 4 14110.1156 Page 2 o(J T 23 4a® ti 1 a3/1C01aNTYn11AR ,. ' FIRST NUM* OW IR•N F i - rt. O • DEVELOPMENT PLANNING . CITY OF RENTON MAR I 2000 RECEIVED • STATE OF FLORIDA • 1 1 J'S County of Osceola._____.•_, 1 I certify that I know or have satisfactory evidence that Jlrnrillc D Williams is/are the personls) s)ho appeared before me,and said person(s) acknoulc •d that hcfshdthey signed this instrument. on oath stated that he is/she is/the arc authorized to execute the instrument and acknmu ledgcd it as the Member of . Independent Development Compan%.LLC to be the free and voluntary act of such parry for the uses and purposes mentioned in this mslmmcnl DATED Junc(9 I. 1999 . d 621V-1—'4-' • )1-41-______d__________P _ __ awr.tadrrpr Name(typed or printed): Gina P. LeF4asterr ZN.EW S1VJ001 NOTARY PUBLIC in and for the Stale of _flnrida .. _ . cc Residing at St. Cloud, Florida nom III..ra M}'appointment expires•_3/24/2001 Jt YII 11•I I Ye, Pap 3 of 3 111111 10� Z �� Ppt{IG�E� N3 i M7 KIMG3COlITyplq FIRST iM1fi11ICAN pep lg.N • EVELOPMENT PLANNING • CITY OF RENTON MAR 1 5 2000 RECEIVED WHEN 11IKORDID MAH.TO: WEST COAST BANK 3700 Pacific Hoy.Eat,Sc*e 400 • Tawas,Wurhingon 9E424 Alht:ran Habbit Lan No. 1373120005 Mumma Title DEED OF TRUST 3 9 (, 2S —S ISTAM Rdaeaar Number. Coma Goma= RV HOLDINGS, a Mansion Hooked liability company Gwatee: WEST COAST BANK,an Oregon commotion Legal Dasaipdon: Scctbo 36 Torvmhip 23N Ras a 4E NW Qualm NE Qaatter Additional Legtl b attaMed■Edit*"A",page 14 • Aneatara Property 3623044100-09 Tax Paaad/Meenat • 1 • • • PENT AlfiSSW IT 11.00 • t .. +: :ahr•a.s t.? ,i • DIED OPTIMIST E: THIS DEED OF TRUST CONSITIUIES A SECURITY A(RtEI F AND FINANCING STATEMENT FOR PURPOSES OF ARTICLE 9OFT1hE UNIFORM COMMERCIAL CODE(RCwbu9)wnfl DEVELOPMENT PLANNING w GRANTOR BE NG THE DEBTOR AND BENEFIcIARYI[FIS/mBEWOTIE SECURED PARTY. CITY OF RENTON MAR 15 2000 THE DEED OF TRUST('{ aggr)bwdeamdMay11,1999byaodammg Gamer HOLDINGS,MC,aWm wham addax b742 Ent Street RECEIVED Soa!l4 xiddsed,Wahl as 99333 (Grimy is also onetime'awed to hadoaha ma . Iluteee TOTTEN,INC.,a wnbhngaon anoraks,whose addles is 665 Wombed Sq.Lp.S.E.,Lacey, Wadiogim 96503 and; Baaeeday: WEST COAST BANK,an Oregon capable,where addros is Pat OtIIe Boa 189,Toledo, Oregon 97391 • (liamliciaty1a mho ao nslnostellmed b Name*as law. Hammer herby'lovably GRANIB,'TRANSFERS,CONVEYS tad ASSIGNS to Mates IN TRUST, W M POWER OF SALE,all d Bamss's preheat pod future sale,dih,fate,claim mod faisels,ads it km or m equity,in and to the Pmpety(defteed below)7U SECURE THE FOLLOWING(a1th1rrly,the (1) Payment of the rum of ENE MULLOIN FIVE HUNDRED FIFTY THOUSAND AND 00/100 • DOLLARS($1 SO ern m,,with Murat thereon,loading to the torus of a pramis ay note("Hole)of am der, nude by Bwwar mid pgahb to Lemder,irmdrdsng rep and ell modefote®,antaerms,meewal and rgdacsmaat thsam4 perm costa and other chards as pnvlded in pooh Nola The Note sly povida for adjurmetd othee Wont roan; ed/Q may paten a Potion 1111barizing nrptik a ortinSco,sod if mgathe amatlation mom the loan aatosd Jury imam. (1) Payment of all vertu odveod to matt the moo d this Dead of Trot,topettrr with faaeed than=se herein provided; (3) Payment and pe former=ofall others®a ad obligations dui are or which may became owing miler the Loan Deanna*and (4) Papua and pefo mama Ball amounts dae ad depicts cast*under any other agonies or irrftumeit that ntpedha illy provides It is arced by dam Deed dTent "Lisajbaagist Naas the Nob, the Deed of Tnt,say amsumctioe lop apseeramt ad Mikan Commerce, Code Fihsstfag Staaomei waded in mammoths breath,and nay other bntramaot or cbaaat evidarciog or micutigg the Soared Obhptioos or athrtvis®emnea tad in commodes tmsewsh inotshos say and all modifications,extensions,ipso&and reelac antis aimed GRANTOR HEREBY REPRESENTS,WARRANIB,COVENANIS AND AGM AS FOLLOWS: I. F-ROP*RTY. 1.1 rnigneasangt As trod halo,the iwor'Essuar iaclydsa all of the following: • • (a) The real progeny described on Mb 'LA!hereto sod all Plant therein.sod all academe thereto, and al right to the alleys,eaters and tads a4 oiidng or abutting the real property(the "Laud"); (b) All bali,4ings,Lspmvamerts sad Mammas mow err 1 nos err Waled on the Lead,a appurtram thereto,and all fixtures and math*(and remewab,labldptioms sod mamma*thereof)that am now or hereafter affixed to,placed on or used In connection with the Led(co(lectivdy,the logirsugul. (c) To the eateat the tame an not Im tovementa, all articled of property sow or hereafter stalled to,or used or adapted for use is the ownership,develo aims,mpentim or mdrtmsmos,of the Land and/or Impinv (whether each imps be leased,owned dada ly or'object to any tilkdotabdng or inanity bistromeml, or otherwise timed or pommel), including wltbam Bsaiamdm all iumtlag, motbeg air- cainb vectilettni,tetrirsiting.Pam, Pam.1E/.144adlY,atillartnnalles.Lmolplt/fhl/. Mans,Ste Prevention and ate,ready sad mom coed,moddmj,thin,deft&lad Qoeuri ileiiira 2 11111 199906241101255 Piet del or du • KING0644i11/99 62 MINTY, Lei Clair AR111C>tK r 22 M . r ,z • fixtures,equipment and sportily',all Vies,aatore coddle piper,pops,rain,duos,coupe's"boiler, water heste s and Inca;carpeting,Occur coveting,paella&and*gader,all shrobbny and pima;all of which bans dun be deemed pert tithe end property and not urenbk wholly aria pot without=Min injury to the freehold;rjairiagLanatal porn ptopoly and tads&one awned or aggdisd by touts of the Property with the right of remervd ow or befog the tonlfnadoa of the tenancy deli not be included within the fcoPetads resimPIL DEVELOPMENT PLANNING CITY OF RENTON (d) All memoir all usesm dr and developme tt rlphEr,d mineral/aid MI,per and ll replan di wear Wee tights and inter god; sad Ili other hereditament",privinpe, ', + my MAR 1 5 2000 way mpulaivtng to the L id, (e) Ant the nets;wow imor pa da and teem/o rho Poorly,and all right, RECEWED title and hoe est of Osamu in and to all preset cad flame levees and other apameotr for the occupancy or on of all or any pert of the Land,and all right,title and i> xed of Omar thaeoader,including without li nftetion all cash or'cavity deposits,advance raaale aid deposits or payments of Moiler aatsee,and all poeramece of tie' or occon as'pmfaramo coder any and all base or ogres m ets of occuplecy or um of all or pet of the land; SUBJECT,HOWEVER,to the aseigmreat to fader there and other pmpertg herein contained. (f) An tamable Pad hey and a unfhl is connection with the ownet.hlp, devehmenss,operation or atetin:Nmoc of the Land or imp osexats Gering without Hmhado,pew, license,frothier the right to two say trade name,contact ddhe,acrosrb receivable, leans and meal agreernmt",escrow accrete,io re=paha*tram cad athr&pens,ionmeion,documents t title,senand tmamgiht/„and badmen moods pereinirpo tb Laud or topsowetaeeds). (g) Materials, .and odor polls Wolof, 'ledttfuIaW)vow owned or hereafter argeneel,whoever located,whether le the po andon of Omer,a twaioonsese,bailee,or any other tanma,putchned for on in the continua or fm»idag or dmprotameoe on the Land, nodal with any dooms covardug such Matelot all control tights and pumal intangibles(minim thereto,and peooeds thereat (h) All the plem pier ochbectad plena"princedom,aarkiag droving',on"eys, e ngineering roods,test borings,rant surveys,cad other work produce Mel*to the deanlopaeet t Pmperty. (i) All of thorn right" odor the coaauedem noshed (if any) rent* to haptotemeesa old ell amendments darer,together with all of the right,titic sad intent of Chatter in,to and under nay and all performance,pryoud,aaplethe or otter wog bona now or hoedlar hued by say orgy in common with or reused to the tdaceaid eoamaction cootnct,loonier me the same my be tramderuble without breach of oath wooer or bond. (I)Al proceeds of the foregoing l.i Wiensty el VI§gt Order apemen and won=ten: Gaiter is loftily wined t the estate hereby conveyed tad has die del so paid,wive,aid midge the Repat[y;the Roma le free from hear,mountrances,exception'and other chops of nay kind wigwam other then than uaepsed by Lads in writing(the ;eo other Her/,or aeemndran00%*Odor tupttar or tabula to ties Dad of Tart,will be crashed or a dlnod to be opened by Omar doing the lithe of this Deed of Thal witkent des prior • written memo of Lender;that no dant on the pot of Oman or My other}aeon ado odr nest►of the Permitted Exceptions and,M appHabh4 all ore Ln tell facer and effect and in good studio. and without modification except as disclosed In orging to Leader,and Omani will forever wartau and delved the Rapacity unto Lender"plan all ddm/and dosed'of any other person whoever,object any to the aordelnqueue installments of was sod assessments end Permitted Ihreeptiom. As to any mortgage,abed"of test,real estate contracts or otter hens that we Permitted Empires(IMO,Onmior ooveinre and wools that: (f) Complete and cent copies of the apeemenn Odtag to those Lisa into bees finished to Larder,od are have been or will be modified inn any way within Lender's prior written come* (II) Otsotor is not had sit with expo to those Liam and the manrding balance of the Iitq as set M1h in Oman appAketion for credit or other doormen delivered to Lander,is aowraIe;(lit) Orton will May cooly with all ate edging to the Lacer and Ill derive a copy t say notice t Mask a omperinetece Meted thereto to Lender, (iv) Lander has the tight at my ties x and from time to time to cooeot the balk of soy Use to coda"the status of or obtain other iafrma tioe rebind to the LiM rid OaaYr will,lira time to time,n the'egged of Leader,moot of the lraholda a oertifa ne strains that any agteamtiots panaing to■tiro nit In del Cam and mil,are unmodified, that no orke of default tioeunder has been served on the Choke,and specfbtng any defhute drrean r,goy. ' 13 Nan Aarhedtra Urr Wont tepetasee a end watgats that the Property is not red PthiciPally for apkvhral PUP L4 a*Othiewbe he paid out of Remo(defined���bal e),Qaebor Ison m�i"mass utmia*¢ q limb,* 3 r- Mr1 e23 0I/IS 116,24/1991 es c .I.62 ct nn r1M't AMDEIGII IR 22 14 . • • limitation,non-yo ernmeletal levies or eliminate)levied,aeseseed or charged aping or with moped to the Property or this Deed of Tnw. Upon request,Gustor shall prnn tly firnirh to Lender all nodal of mom*doe under this sthwecLLw and all receipts evidencing soda payments. Igor will pay whet doe all utility charges arei essesneats for services furnished to the Property. Grantor will pay when doe the claims of all pasts wrpp1yi ng labor or materials to or in connection with the Property. Without waiving the tetricdos ageing hear sad DEVELOPMENT PLANNING enaxmbranms set foeth herein,Grantor will peon Uy diadems any loan or other dame,whether superior or CITY OF RENTON inferior to this Dad of Trsl,claimed against the Property, PROVIDED THAT Grantor shell have the right to coldest the amount or validity in whole or ia'pmyt:of say line or other dirge against the Property by spproprhte pmoeeddep modem'in good hide end with dee diigaaq in which event t renter,open pier Mean mike to1 MAR 5 2000 Lender, may postpone or defer payment of much eacombrma, lien or chore if, sued so long u, (I) such proceeding shall spate to psoveot the'oolioaion of the eacthtaaoe,lien or char (o)noptba the Property nor nay pert thereof will by mama of nch postponement oe ddemreat be in danger of being Hostel ad or lop;and(ill) i ® �E C E hl E Grantor,before the Ms such mrhra e,Hsu or deN Moses Mimeo*glees sock rasoahie matey as may be regoestedd by Lender to ensure payment of such emcombtaeas,ties or charge and prevent any forfeiture or • Ices of the Property or any part thnmf. Vet any time there shell be amend or imposed on Lender any tax(except income tax),aweermem,or other chugs measured by or bend on any portion tithe indehtedares secured by this Deed of Trust Grantor shell pay sock come to Lender at dement provided that if any wadi payment would be t1 • wdawlbl,Leader may*care the entire pnbadpal helm and all nmued interest immedietdy doe and payable. 1.SbliglitothimaLlklilialm.likliliklitAitktliflider Grantor(i will maintain and preserve the Property Ice good coodtdea mad mair,and will not cossal or permit my waste,impairment or deterionetloa of the Property,(if)will not*ended'the Property,(ifi)will Mom or spats promptly sod in a good and workmanlike maser all or ay pep of the Property to the equivalent of its original condition,or such other condition as Ladner may approve iht"being,la the octet of say dmaw,blest or for thamfo,windier or net insurance proceeds we avalleble to corer Ike errata each restoration or repair,and(iv)will generally operate and • maintain the Property In a mum to more madmen lovt= No bailing or other lrmprovemead on the Land will be marecualy slimed,re aorod or thenolished,be whole or in pat,wiliest Leader's prior written coosot,nor will any fixture or else*covered by this Deed of Test be removed at any time without like ooeavg oaks • actually replaced by so*tide of mod sdtabiliay,owned by Orator free and clear of nay lien or emaity intact • except with nv may be approved is wruiag by l.eeda. Lando is hereby athosteed to enter the Prperty,including the intake of any structures,t reassable doss and after resemble Dodos,for tbs purpose of*meting the Prepay,ucrtainlag compliance with this Deed of Must,or for the purpose of pafosmfag my of the acts it is authorized to perform bentander. Li bang Ocala will take all articles as me rmansey to provide pelting Militia in kind,size and location to comply with all governmswal,zoning and other regulation,and all less. 1.7 Use d Praaerte: Orator will comply with all laws, ordinances, regdrtious sod requirements of any governmental body,and all other commis,conditions and rmtsipfos,applta*to the Property,and pry all fees and charges in aoae Lion therewith. Units required by applicable law or unless Lender hes otherwise agreed in writing,Grate will not allow clangs in Ilse ues for which all or any part of the Property ma intended at the dme this Deed of Trost was executed. Grantor will nor Initiate or aaprlesce in a change Jr the . zoning d mificatioa oldie Property without Lender's prior written cement. 1 l.ti hagrmaggnomejlegnket Grantor will keep the following Wasoreaoe coverage in effect with respect to the Property: (I) Iaeraa spinet loss try lire aid the hmsrds sow or Matte covered by the standord-extended coronae form of hearmi e,in no mum*equal at all titles to the fill humble virtue of the impmvemeats then Ion wed on the Property,which dmlag uy casttuedoa d tit hapovasau that occurs daring r the term of this Deed of Trust shall bean'all ridoimeildets Fire special form policy. All hours=coverage shell contain emplacement one I deeaameir without Martian Der deprbdatioa,and loss of reds and/or business intern Ion insurance covens*a fluctuating valve lndonemeut wit a waiver of the co-insurance clsese(or an agreed!mount indorenueot with an Mellon guard iadom meat),ad etch Misr Weissman s Leader may reasonably request. Tin policy shall not contain a co-insurance dame,tides permitted by Leader. (i) Coteprebsasive public liability insurance agent claims foe bodily bijou,death or property damage occurring on,le or(bat the Propany. (lit) Flood liternacs,if the Property is located in it designated abed bawd area. (Iv) Imursx o against such similar or other hands, c+eaeldes, Militia and contingent**es Lender may from time to time resionebly require. • Each thorium a policy will be with a wsapaay,in a teem,and with Mena ad meats aornptalde to Leedsr. Each hazard la um=policy will include a Form 43l8FU or ogdvded maatpgee Wormed it Moe dad in Ease armptsble to Leader. All policies will provide Ito at least thirty(30)days'wdaa Mica to Lung prior to the effective date of any aaodlanan or material anaadsnt(Ladndieg sedudiob hn the serape at kfaita of aa►ssap). • Chanter shall thong to leader the original of cede remind fmstraaoC pithy, or a c rtfaad copy them(or certificate of insurance,setting forth the covrtsp,the liatbs of Noddy,the carrier.the policy mac and the 4 1999ss or l81255 mod oe av w CY1 h5 K FIRST AMP low DT 22.se s _.,.sa,.� -� _.a aivssru.� 'Z.,lyc':'.fAr Y'*�L.r.:.1v.;..... ..v.•:;.. _�.. . ti-s,v • -.. P - lot I k i 11.w-slim] i I nii JUN limitio10111110ii 1. -glii • IR it HIM • 111111111inglalp . :At i . 1 ilillipillit I i Ilitt. 11011416 4‘ , ' 'j:- 1-dii,it H. ilitiiijhtii 11111 G _. iiiiiiiiiii p eIiiiiiItitfluittiIi'I 111111 ii li tkitiilitY1 1 ii Lid - IditiIipi 'Oki!! 1146114 poll :, Li 11-11:1142 e 111 ;IP:. lipleith arli101110011 glill I 1 c4 pti to et I 1[81 : 4511 A 1 *3 J i :'' i 1 sigiklat t. LI 111- 1:111.111p i a lyiiii 111111 ffiiiilltW a, hil 1016 . inii 11.01119Ii! ILL .�. O i � 4:.-, ale 6.-5-14 Wiltil tUP66-71451- •.. QItiIIt1IiLII I 3 E riti i2,- i �r �C�i iIiii!ii!I ,. 1 P, i�I� tea. PNIIIHRO 1111ill If LUMP lir RPM Et lig& r !thigir 1411114111R. ! t 1 iiq it. IFI. ,lhill ! sitgrfitiliiitai lit t ihirip e5 N i ,11 LifilliiiiiriPHPIR IllipP4Itt glioilth 13 1 .,,- !Ala • ithiyilini - Ili I 111 tr liiiiiisAls IilI ii j ifilitr l IX .'" ItEILIEt' " t ai q SSi - . ' B. � 1 R OES [1 itil il i m NMI litiliilAtitigdia lillii111101 itiqiiiiill-E- . 4,.-- - weed • .54 It 1 Et 171- ti Ifir,Ikt ' i - - ft . - 1.hilre 411101110111/WiiPil; 101104.111 II 161 lO riallitrililligill K St. . .^,Qe4 ,: iiiii uI; all • rTh144 i s il11iH litasat SCE s t� 11.a- i 4I Egill i}s t4114114° i . E 44 i V► - - J. I - 1 a { • u p!tqfiiiiiJi1!ro i 'liuu � i trifLite 1 li •-j a Ilf ! ii IIII1IHPIIIU!JI 6 ifisgYC R 1 11tIleil-t IR iiillitige11114 [Psi , liC 641 gial5j IDE astli ii 5 ;-7. piste 1411111111214- 411116 .; d fri51$4 }ii!iii'tiiifltdL lid ii:4:, -. ,-. in,pali isih 1 Fir prAiLsk . iftuiijiitj}jiiiidj[imui 4 -.1 la RIR 111 et:tip !" prript - Wirgria gall a PAL KU Halt 1- T .: i II hilvillitte PI a' Yi sIl - sjtitiliit!ftIi[ril 'jitiltith iIItII1itIiiiHI!DIF 1 • I fliftWingt .44 IiiitINI 1411114 itiLliiiiilL filiii 1 -: Ill 1! Ili r a i de �. Ea t � Big t al hti bs 'b %IA HIiIIHHJhII ats bra nil pqii pgis II 114 i p 1;l2 ‘ ���� 9is ors = i1ii hillifillillili lliiitIIiPI!i . !iIil d � ! r• !I ! WI s Ii a .' hi a 9 �i 111111 101thiliiiP liNikt91411 PIM 11111 . 41. ill . IPIji b lief �� iii � b ! VI a ivilstglie IIiI Ipillibill9itbnaili IiiI'iiiflllfli Mi!1 itfi' 4 i ibliis lliaildisii fu leili 8111%la"1111 i I: • hi ilLB I ail) b t ar'll 4 3 s a la 1 ads l t4s ill . 1 hi!! iiiIiilliIilli 1iiiiii1iiiIiii ilvil Iit1II aril1-1 Ih 1 - 1 r : kir.. - - 1 - 1 Eit kf 14 PIMP' 1 III II 11 WI 111111 1 1 :. Iiiiiilllilli 4-wi . 1 ...;4-4q LI. R . a iit " . til sa r-4. 4' i RR l'A 1 R .. re Ft - t Ile " J k;IL Elf 1441 I ila IP li . lie 11114 & R 1 [14;11 AR wl IIidi !b � 24- ' 1 ; �' Rn 13 A imi S }1ir a H R'��0! � II�` la p mil� saw �' � .� a � ,�" g t: 4qt Ile t • 1 t al 1gs A.111 l' 44 t A If% 1 3 ; m t w fillifiql . ie 19 i g 'Ft iim PlAli ! - g , igialitsrilip. . 1 11‘,I ii 10. 4 4 :11 t :; w a- 1 Pgiul I F ri. 416 ' 1 114 Wiillil! IR ill 11 ill' tiRm Will t ; elf: 1 14- la ; n gNea $ oW lik - W-W010 It 1 NIkri 9.14 : ' Ill IINP,Iii II q ii iii lie 41111 I ! 401111454111 ' 4 '1 : ;0 ; a !EgtHi 'l a PI I; te lit' ;11/t; 1 1 INE41111/vg" iiiiiggiip WA ' .5ti r .%.- I kite 13 311 A ; 0 itEit4-02.- ;li a !_I1 ! q 'A q __IiI! q 0 5fillItiE . . !_ilto e 10 011111 f 11 II : 1 tanil eittili . .: rNI 1r Ippl ilal if- pi '. '6A -litM 4P Tii I tilrl;11 a 1 1 LIS 11 to AI! Phil!! ;IPA 11114 11! 11114 1 !Ng iii Iiiii 11 il 2 ::' . 141 1 illiir illi li! Tel ! hiMil 4W 1i'n.. 111 iilalbl Al. jPlo1l'1I .g �, li4l 9 'b 1 1 1 AN1'"1W12! IiI A. �ljqli j 1 ; A 8! 1 1 ' l ! 4 1 kili la Jiliii mil no el It'110:11111 �� �. . ;141; 15 i lifiiI41 111111 01JllI ill 'Ili Ili bjilt��s I illii I l M - bna - 4111 il Pill ri ! 1 :411a1 114114 III'll ial iifil li Pill :I Pill] il Is : 'Niel' 611411 11011 ' lia4414 al-= .0s amb ; Is% I 9 ] . Z 14 / It F. A • , v b eb .' w.6 lib A- .�4 111 Ii11 21 . . a may extend the tine for minim cube odeb olos remand hereby o my pat thereof tedium Ism goat, mime a eyaoe liable ou any of said indeb:e ms,accept a mend note or notes therefor,modify the tenor arid time of payment of the iadlebtedoan,permit an ssaimptioo of the Secured Oblittione and/or mode of the Property,edema the lint of this Deed of Trust on any pat of the Property,or caws and/or nose Trustee to consent b the scaling dsey map or pbl dthe Property,come or nose Tome to omen to the granting of say enema or math*any remiotloe ere the Property,or join or may Tame to jolt in my enkedinetian or other s� "agreement effecting this Deed of Taut et the ties hereof. Grantor shall pay Lender a raasomble service chase, together with sock title i one toe mini=end momeyt'foam may be honed st Landes rodeo,for any sorts action iftaken et Oeuntots relent.The Deed of Trost intended to beret Lender sod provide security to it,and no third party dull be deemed to be Dead any°Vipers or to have my tithe or bemelb by ream of any mortices omit or by hater's dodo b modes or not tardse my$gM or rem*at forth bowie or to fade my other odes pandned hereunder. LS 9itrgtim: leader mall be subrotued for Anther security to the lie, although 'chimed of record,of arty rued all aeconbmces diebuupd,in whole or in pan,by the proceeds of the Note or any mine iadtbtedsea seared hereby. Li Jf.Vidalime d Dasrr Ion Limed,Lees fed charges coDedmd or to be ooileded in oomectkm with the ied4Aedn as sewed barley AEU not mold the mdnem, if any, permifed by say applicable sae. If soy a ch law to it m eeled s host said heart bee and/or tine world=red say such =Mua,and Game is catbird to the beset of arch law,Itrnt (a)inch loast,fea sad/or charges shall bo redoes'by the swot aocoary to scare the seams to the permitted mds=ad(b)sey nem tweedy paid to . Lender which esoaded the presided maim will be stinted.Leader may mote to mike tie stint either by treating the payments,(e the escort of de ma k a.papsysemb ofpriadpd or by miring s died payment to the paaco(s)coned tbereto. No pommel pendant shall be sawed on prepaymeras seder this p iugra . The prwidosa dtke psrxBaph shall amid ova say inoosdoeot provhiva old*Deed of Trost or the Note or any odor Loan Doarsmb. s.7 finklyklem Grantor hereby onsets to a subdfviiion of the Property if Lender,in its sole discretion,detemiser that sock abdbision is notary or dadnbis to preserve Ladeds lien or the value of le scrimpy(Lrmdim bat not Untied t the almstiom is which pat bat oat all of the Property soy be abject to nehot nmel corm red Leeds wishes to foreclose or pat,be not all,of the Property,or wishes to convoy IM Ms le pout,bur not all vi the Property). t.t (hautor,from time to tine,will moecote, acimodPodte and deltva to Loader upon talaert,and hereby becveably appoint Lender its mo meydn-heel to made,arfineledge,deliver and Hammier file and record,loch eecarity agreements,adjnmea s for sourly pawls, aolgamots bsoime,fis®etog dements,affidavits,cadfico r sad other documents,in form and edwsooe e.1 hcte y to Lender,u Leader may request in older to palled,preserve,continue,stead or maintain the mignon*herein amain*the Sea and way interest order this Deed of Trot,the priority thereof, sad/or accomplish a fidivldoe as provided in the prior sabeettio. Creator will pay to Leader upon mom then for all oohs and aspemses fared in cosnodion with the prepsra ion,mmcotee,recording and tiling of any matt dovecot. R• L! Waiver d Soots at{ijleimp To the Eel indent(hareem may do an,°sotto hereby wtivn the right to vat any mine d limitrlieos se a dime to the meaoasterdt of the Ion of thin Deed of Trust or to soy salon brought to ohm the Nate or my old.oblipion awned by this Deed of Trot IL10 jerbeirmee le Lager Not a Miry Any mrbera ro by Larder in amen ns any right or remedy hounder, or orb:nese stfadd by applicable law,shall not be a wdver of or preclude the extube d any right or moody,and oo waive by Leader of try particular&fah dull oonetitnta a wavier of in other ddfok o d any similar dash is the ra me. Without baiting the generality of the foregoing, the adouptsnoe by Lander of payload deny min mon d by the Deed of Tern alter the doe dram Mewl mill not be■ waiver of lodes right to Mbar rgaies pmept wont who doe of all other some as mined orb deAre,a default for film to make prompt moan. The proanemeat of lam=or the psymeet of tsars or other liens or charges by Under shell not boa waiver of Lmnder4 right to accelerate the taaturity d tie indebtedness scored • by this Deed of Trot,nor shall Ladsra receipt of any swede,proceeds or donee crate to ore or waive Grantor's dank in payment cianna anted by this Deed oTrM t.11 hingAgginaigejjoligir The Deed of Trot coot be valved, changed, &whinged or terminated molly, be on bf an Witmer in writing signed by the Party against whom enforcement of my waiver,change,disthew or taataatlua is tarot. L 11 Any notice to Gunter node this Dead of Tn t tall be to the whims noted above or each other addax as may be denoted by Graz*in writes sod Miii be dried to have boo liver on the date detiveaed in the case of peacoat or mesenner delivery or,H awled,than(3)days suet befrj placed in the U.S.mall t if iinnalogidgjeamilikt This Deed of Taut sill he merriest by the foss d rim State of Wad limy psusta a or dance ei the Deed of Trust aoraisle with isciedde Lsav,oath maim 11 F=.; 1999$624881235 I. •' �au Cr sots 52 /WC=Nv . a rim MICA eT at sue acrro caterer, WI • r • • shall not offset other provisions or dames hereof which an be gives effect without the conflicting pro"Lioo,and to thta cod the provisions hereof are dadared to be erveaabie. g 11 Ightupgnfigsg As need hash: the tens UMW'mesas the(}ranter halo armed, together with any mbsegoeet owner of the Propetty or my pat thereof or la stet therein;the term 7nsg01' mass the Trustee heroin mood,together with any Bocce nor Tromso:Ind the te®%gidge means the!.ender — herein owned, together wish my sulampeet owner or holder of the Note or any interest therein, including pledpses,sagas and psrtidpao s. Ties Deed of Tans do!'be maned a that wherever applicable the roe of the singular number shall fadurrle the plural attatber,rod rice sera,and theme dray paler droll be applicable to all geradera. Optima and htwdiap of the pastgnplu and in a re cities Deed of Trail ate for osmmoieoce only and ore not to be teed to interpret or define to pmrisian hared 11.15 OESORHILSILDEARLDIEEkhIRLfillibISEIWialsallIthir Ms Deed of Trust shall bind and lame to the benefit of the pities basin and their agave heirs, devisees,leptees, adainiaattsrs, IRMOta,acessars sad amigos,subject to the restrictions on aanahr let forth herein. All obliptiaw of Grantor hereunder no joint am sand. In exercising any rights Weoodr or taking seam provided for betels Leader and T ates may act through their respective employees,gam or lamas contractors m autheriaed by Leader sad Tame.. L.16 Ter Time is of the ausooe is comma with all abtiptions of Grantor herein. r.17 j/111 010.11 tr,er Bomar shall,within tan days of a mitten request Dom Lender and at no diary to Leader,faith Lander or ray other party daigmted by Larder with a minim atatement,duly admwwladsrd,meldnig lint tie was awed baby and any right of altos caawletc:sim or ether defense that nay exist with regard to the Seamed Obligations. elf Agillimo This Deed of Tat iodides the EablhBs!brad below,which nto attached hereto and iacapanted bean by this nfararce: Exhibit"A"Lop!Desaiption Eabiblt"B"SdadakofLam IN WITNESS ESS WHEREOF,Gnator has emcvtsd this Deed of Trust as of the date tint shove written. GRANTOR: 1181!HOLDINGS,LLC,a Washington Rntitad hablhly company By: uL & t Richard A. c . T : Maasging hfambar • 12 I 19990624081255 • PAZ 012 Or ale 0l/24'1511 11.52 Krfq[AUNTY,Nil anti fM711CN11T 22.M • • • STATE OF WASHINGTON ) cis etinael_,a _ ) ® COUNTY OF PIERCE own On this 114 day of /"FQS/ ,1999.6efao me panoadly apyored RICHARD A GUMP RT, known to me,or paved to/no on but of aulactory ev'drmce,to be the MANAGING MEMBER of RR/ HOLDINGS, LLC, lie limited Milky ooa,pany flat emoted the within lad fbleeniaj inotnaaat,and admowled ed the add fatrrmront to be the Roo ad voluntary act and deed of add limited liability oontpa,y,for fir ass and parpau thaoia mra tioaad,sad a oath stated that he was aathodzed to to nabs mid iwfianent IN WITNESS WHEREOF,I have hateaato set ary hand ad otSsial sal this day and year fiat above widen. '// ,,.w..rr Public is ands fbrdie 4tr'O , adoinsion,residing at ie My appdntmeat eaplrec �iT 9-D O�— • °► w , • • 13 4881238 ►,AM rt 113 a,Jorau KifirCaty,r$s FIRST mbRGW at Ze.MI 4r 1GaH[PIT"A" LWQM•flQCEWIIOK m TilE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET,OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST ' QUARTER OF SECTION 36,TOWNSHIP 23 NORTH, RANCE 4 EAST, W.M., IN KING COUNTY, WASHINGTON,LYING NORTH OF SOUTI(WEST 43RD STREET, LYING WEST OF OAKESDALE AVENUE SOUTHWEST, LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A POINT ON THE CENTERLINE OF SAID SOUTHWEST 43RD STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO.43 BEARS NORTH 88'48'43' WEST 784.19 FEET DISTANT; THENCE NORTH 01'1I'I7'EAST TO THE SOUTH LINE OP SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I AND THE TERMINUS OF THIS DESCRIBED LINE; (ALSO KNOWN AS ADJUSTED PARCEL 'I'OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA,RECORDED UNDER RECORDING NO. 9809239001.) • 1 1 14 . imi19990624801255S14 ►AIY n�a OM ne wi4-19 11'52 MIMT/MVIIC $IT as OPKIlO COUNTY, IM �_� - - Jsb - .�. _ .+_#i�t:'sue' _ ! S' r3�u4j3 _2a s' .. .a .+1�. ..emu:! c WEE !I!'Et 1B M103110M0 lIIIJ 610 'i3 n23CIO 301/ tla�114K1ift� GiM�CIM70Y/ SS2TIKOZ19666[ 9'. [11.1 • MOII«10d/03 Pawn au 6661'6Z AM EAU Ewa 8i8YTI io � 7t711®.� Y7![Y 4r1 Z. .,q, a,f :.,t�. :f 1:�"��^`�•," �ar Italy • 4•'r•01.1'-h, ' �� 1,t;.:ti �-, , P7e,?+�.:Ytif,�., ' J• `.'.w�.4 2C.a"YF.r•te�c,•'.xi1'• 'Ir'� �CT �,FJ • y ,sj t t4 �"r1v7 �c �+t� M --...r.-�.. -�.,r .t t•"�•t:i=�•= _ i:.y{'stiLLw:_.ai �'� ,• J JS,i�-ici�'1.,'�l� .: • .'J..':.'1.i�••..:�;{i't �. -i te'a L9q•p- f�` :=r1re- J' ,r.«s t""•+. -ems- - SY•.:,:• fi••i.:; ;7�..,r,.•:., �... - kr`!•-i. • F:-.�r�;,r.fr,^•� :�'4�{:R:y^,rif • - a�,�1Gs;.iS�';.*'..,.,^r'�,�`. f^�:'�"A+yu• ce .. ',,.•..•'.;'!• '`•'.• ... �,r•:... ..r Ct _A•P 6?;;4#_.��!�;;•3 4.frt. =.i.< .- .. .:::...r rt -xy,•�:i',.<,T u' r%,=e;;.3:•►dYs;�'_t:`yo': �•• _ t, 1ib. After Recording,Return To: Preston Gates&Ellis LLP 701 Fifth Avenue,Suite 5000 Seattle,WA 98104 Ann:Anne D.Rees • Name of Document: Declaration of Restrictive Covenant t: and Consent Decree Grantor: Zelman Renton,LLC(Fee Owner) Cr) rt tV 41 Grantee: Zelman Renton,LLC(Fee Owner) 6e6*lb ,k1) � �. cwlc o c . Legal Description: REF# D3//7—LP • Abbreviated form: Portions of the NW 1/4 of NE 1/4 and the NE 1/4 of NW 1/4, Section 36,Township 23 N,Range 4E,W.M.,King County,Washington $ Additional legal description on Exhibit A of document R • Assessor's Property Tax Parcel Account Numbers: 362304-9071-02 �» 362304-9032-00 I.: • :, �!':d:e.•cict 362304-9033-09 ::as acs':marcxrE4 362304-9045-05 • • sY t3 t`a i1■ i 1 ..4i •:X� f fT . •!A 'w, 4-r hy;+. • _ ,_yJ7:_,-.r .an_... • . • _ .-.,. - .. - .. .''i"inn_'.,^'_'y'!,w`�-'•_;�*[''i' -'.�a' • • • • •DECLARATION OF RESTRICTIVE COVENANT • This Declaration of Restrictive Covenant is made this.?O day of E e-,47 - 1997,by Zelman Renton,LLC("Zelman"),the fee title owner of the real property herein described,in favor of the State of Washington Department of Ecology. The property that is the subject of this Restrictive Covenant is the subject of remedial action under the Washington Model Toxics Control Act("MICA"),chapter 70.105D RCW. This Restrictive Covenant is required by RCW 70.105D.030(1)(g)and WAC 173-340-440,because"industrial soil"and commercial cleanup standards were selected for portions of the soils on the Site under chapter 173-340 WAC,resulting in residual concentrations of contaminants that exceed Ecology's residential soil cleanup • standards. The remedial action undertaken is described in the Consent Decree entered in State of Washinaton Department of Ecology v.Zelman Renton_LLC,and in the Cleanup +, Action Plan("CAP")attached thereto. The CAP is on file and available for inspection at the Washington State Department of Ecology,Toxics Cleanup Program,300 Desmond Drive,Lacey,WA 98503. The Site consists of approximately 45 acres located in King County. It is composed of 14 separate parcels,identified as Parcels A through N in Exhibit A attached hereto and made a part hereof. The CAP provides for the use of institutional controls to assure the 9- protection of human health and the environment. The implementation of the CAP will result in the remediation of that portion of the Site made up of parcels A,B,C,D,E,F,and G,as identified in Exhibit A,to,at a minimum,industrial cleanup levels under MTCA,as set forth in chapter 173-340 WAC. Portions of these parcels,in existing condition or after performance ofcleanup.actions,may meet soil,surface water,and groundwater cleanup standards under MTCA for residential and/or commercial properties. In such case,Zelman or its successors and assigns may elect to apply for the removal and/or rtodificarion of this Restrictive Covenant with respect to these parcels or portions thereof. The remainder of the Site,consisting of parcels H,I,1,K,L,M.and N,as identified in Exhibit A,will meet commercial cleanup levels under MTCA.as set forth in chapter 173- 340 WAC. Portions of these parcels,in existing condition or after performance of cleanup actions,may meet soil,surface water,and groundwater cleanup standards under MTCA for residential properties. In such case,Zelman or its successors and assigns may elect to apply for the removal and/or modification of this Restrictive Covenant with respect to these parcels or portions thereof • Zelman and Ecology agree th•tt it is appropriate and neceet rry to impose deed restrictions on the Site as a covenant that will run with the land for the purpose of (I)ensuring that the uses of those areas of the Site which will meet industrial cleanup levels -2- ooc OM MO • • Lam, ` • • .. - ll;;t,. ,":?: k.:47..i.. -:.g, r,.;. .r�..i:.�:'..irk^•;°•' •.�. r—,- ... • •:.:. �L.,� ,�. �1'r�:,�.._:.?_. _. ... . r' ;s - . .`�c :+i'Y'i':`• Igt,'►'S�=: jai" Wit. :d • wJ;.a.a4v+rsww'+:+- --'-- r�M-:-.s-r...✓:.w, t_...,a-.:x...:.cw,si.:/.aa�a:i/.ii�."�-:-�'+.. fu:�iN'K-Wr�,a+:a . • • • • • are limited to traditional industrial uses;(2)ensuring that the uses of those areas of the Site which will meet commercial cleanup levels are limited to commercial and/or industrial uses; (3)limiting the use of groundwater from the shallow aquifer located at the Site;(4)ensuring that any cover used to contain any remaining hazardous substances a'the Site is maintained; and(5)granting a right of access to Ecology for the purpose of monitoring and enforcing • the deed restrictions imposed on the Site and facilitating and approving or disapproving any. application made by Zelman or its successors and assigns to remove the deed restrictions set forth below. Zelman makes the following declarations as to limitations,restrictions,and uses to which the Site may be put,and specifies that such declarations shall constitute covenants to run with the land,as provided by law,and shall be binding on all parties and all persons claiming under them,including all current and future owners of any portion of or interest in the Site. No conveyance of title,easement,lease,or other interest in the Site shall be consummated by the Site-owner without adequate and complete provision for the continued observation of this Restrictive Covenant. Cr; It is the purpose of this instrument to give Ecology the right to ensure that the Property will be used consistent with the restrictions stated herein and in a manner that will II not pose a threat to human health cr the environment. It is the further purpose of this instrument to give Ecology the right to determine whether and to what extent the deed . restrictions set forth below may be removed from all or any portion of the Property, 2', consistent with the Consent Decree between the parties. The following covenants,conditions,and restrictions apply to the use of the Site. They are intended to run with the land,and be binding on Zelman and its successors and assigns. Section 1. Restriction on Use-Parcels A,B,C,D,E,F,and G. Parcels A,B,C,D, E,F,and G,as identified in Exhibit A,shall not be developed or used for any activity other • than traditional industrial uses,as described in chapter 70.105D RCW,and as defined in and/or allowed under the City of Renton zoning regulations and Comprehensive Plan designations. Section 2. • Restriction on Use-Parcels II,1,J,K,L,M,and N. Parcels H,I,J,I, f_• L,M,and N,as identified in Exhibit A,shall not be developed or used for any activity other than traditional industrial uses or commercial uses,as described in chapter 70.105D RCW, and as defined in and/or allowed ender the City of Renton zoning regulations and • Comprehensive Plan designations. Section 3. Access. The owner shall allow authorized representatives of Ecology,or of a successor agency,the right to enter the Site at reasonable times for the purpose of • -3- AW241OOL n/fas • • • • ' fir` ii • . '° ' • • . • • • •,••;:; a::<: k i-.LruF} • • yV;i a. monitoring and enforcing this Restrictive Covenant; b. verifying data or information submitted to Ecology;and c. monitoring future investigations or cleanup actions,if any,on the Site,performed in connection with a request for modification or termination of deed restrictions, including,without limitation,obtaining split or duplicate samples. Section 4. Maintenance of Soil and/or Other Covers at the Site.'The owner of the Site shall maintain the soil or other covers located on those areas of the Site that contain residual soil contamination in excess of Method C MTCA soil cleanup levels or other cleanup standards applicable to the Site. Pursuant to this requirement,the owner of the Site shall not take any action that will reduce the integrity of the soil or other covers located on • the Site,provided that the completion of maintenance or construction activities at the Site that will require the replacement of portions of the soil or other covers located at the Site, including the construction of foundations and other structures and the installation or maintenance of water and sewer lines,shall not constitute activities that will reduce the integrity of the soil or other covers at the Site. Section S. Restrictions on Use of Groundwater at the Site. Two hydraulically distinct water-bearing units exist at the Site. Groundwater immediately beneath the Site occurs under unconfined conditions,which comprise the shallowest water-bearing zone. No groundwater from the shallowest water-bearing unit at the Site may be taken for • domestic,stock water,commercial,or non-commercial crop production use from any well located at the Site,unless Ecology,or another agency with jurisdiction,determines that iT such groundwater meets applicable standards for such purposes,and such usage is consistent with applicable law. Section 6. Modification or Termination. Zelman or its successors and assigns reserve the right under WAC 173-340-440 to record an instrument that provides that this Restrictive Covenant shall no longer limit the use of the Property as described above cur be of any further force or efhxt. However,such an instrument may be recorded only with the • consent of Ecology or of a successor agency. Ecology or its successor may consent to the recording of such an instrument only after public notice and comment. Any application to modify this restriction shall be submitted to Ecology and shall include soil sampling and/or analytical data for the real property with respect to which the application is made,and a description of the use of the real property that is planned by the applicant,if such use is other than a traditional industrial use with respect to parcels A,B,C,D,E,F,and G,as identified in Exhibit A,or other than a traditional industrial use or a commercial use with • respect to parcels H,1,.1,K,L,M,and N. In making any determination to modify or terminate the deed restrictions with respec:to the Site,Ecology shall rely on applicable provisions of MTCA and the regulations promulgated thereunder • • -4- iauwooc arnvif � +ti• _ lti` • '• • • l• • •, • • • .--....-.ea,e.i•.....1 _y�`�:./-i_.-.a..-:....-\:- .W...rr-..+•+.'J. ...+-.+.t�Yt..v.l.'.G.-1...�...�,-y�I+M ►,.i�M.-u-:v. • • • • Section 7. Reserved Rights. Zelman reserves unto itself and its successors and assigns all rights and privileges in and to the use of the Site that are not incompatible with the restrictions and rights granted herein. Section 8. No Public Access and Use. No right of access or use by the general public to any portion of the Site is conveyed by this instrument. Section 9. Notice Requirement. Zelman and its successors and assigns agree to include in any instrument conveying any interest in any portion of the Site,including,but not limited to.deeds,leases,and mortgages,a notice in substantially the following form. NOTICE: THE INTEREST CONVEYED HEREBY IS SUBJECT TO THE EFFECT OF A RESTRICTIVE COVENANT,DATED RECORDED IN THE PUBLIC LAND RECORDS ON IN r i BOOK ,PAGE ,IN FAVOR OF,AND ENFORCEABLE BY,THE STATE OF WASHINGTON. tv Within thirty(30)days of the date that any instrument conveying a fee title interest in the Site is executed,the grantor must provide Ecology with a certified true copy of the instrument and,if it has been recorded in the public land records,its recording reference. Section 10. Enforcement. Only Ecology shall be entitled to enforce the terms of this instrument by resort to specific performance or legal process. All remedies available hereunder shall be in addition to any and all remedies at law or in equity,including chapter 70.105D RCW. Enforcement of the terms of this instrument shall be at the discretion of Ecology,and any forbearance,delay,or omission to exercise its rights under this instrument in the event of u breach of any term thereof shall not be deemed to be a waiver by Ecology of such term or of any subsequent breach of the same or any other term,or of any rights of Ecology under this instrument. All reasonable costs and expenses of Ecology,including but not limited to attorneys'fees,incurred in any successful enforcement action brought by Ecology pursuant to this section shall be borne by Zelman or its successors in interest or • assigns. • n II. Waiver of Certain Defenses. Zelman hereby waives any defense of laches, • estoppel,or prescription. Section 12 Covenants. Zelman hereby covenants to Ecology that Zelman is the fee simple owner of the Site. Section 13. Notices. Any notice,demand,request,consent,approval,or communication • that either party desires or is required to give the other shall be in writing and shall be addressed and personally delivered or sent by first-class mail,postage prepaid,addressed as follows: ' -5- uAMY00C 012110 'ZIt_ • .. .:'•`.•'-''-'-'7T4-...,. •,%:0‘ ..:,---:--•-• , '••:••• •,-- 611111MNI .''''-'-...'..-..., .. -. -...'" .-,.f. - -•••' '. ?.....!.0... .„,,,.,..„,,7,i t...••••_-:, - _-•,;.•:,...f,:.-,..-.0......,.:••:-:.••••-,...• ,..-...,, -:•••••:.. .• n: ... . • .• - . • . • '. • ,-.45)..fi.,ei<3.4--:i4t,.,: , ::' '..;...;,.;r: :'....'"" .., '?;:!.. ...-:. ,-, , *:.-'::,-.1 :::;•: - - ' •% •" • . - t - ' $S114"9,..11'.:,-.:`. :Ir; - ..L'.:;:.....:•.,,,-..,.,,,4'.. , --,.,-7. ,.:--... . .,.. . k• • -- '17-..t. i'aV;.:- r.. ..,::......::, " - ' -:' -: ;-,...N-.1c:.Y-;''r.•(:*}" .:.:4:!•." .•7,mr7-'r" --!;4°414---..:..".--.•-'7 '. .'' ' '••. . - A. bvrtt.4!..,.=-• --4,•'-'„-; • •-;':--)1•---Eirk•: 4.:"Pti*"'.-r•, •• ""-,••• -. • ' % ' „`• '• :f.':ii•,',' er 4'-'A'A''''.',....w„,„..-.:;—-, ,-',..'r 4:a ii.. ..?!Ey1,-,1-2.1•4;4A14'7',;;;-:.';‘,1':'--':--.."' 7;•".--.';'-' -7,7-....-.-1.-:,,,,, •'•t•••• .•-..i.W1t•-c-‘•,..,-;-•-=''•• ',.-.-4‘'-;7:.:-•'....• - • , . ,r.4,•;,,-...`,7•,,,,':':..„, %;::1 ,:•.•:1- ;,.....:17,,,,...,- i•,:..:-. ...,...: ..•. -..,-;• •••,: ,‘,...--4.:1-.;;:,. . .....-,-;'.... 4.--,.,•-••••.,-..-::,-•. ;.,',.;Z--vr.y.••.•••:L....1 i...44,44,11,.. ..A....T.;;;;.k.4'.v.,•..1:.."1,--•"-..""-' ' '•:'.`'-'TI•'.' fr• - ••••''`.,`,•'..";;.. ....4".0"-"t"'"•'• -.-?•0"..,4.•%•••;"-, -•,--+. - • ' . .., •,.............1. . . - r-4.e--=70.4N,P - ----',..4,--i4-twe,%;v••:-....;.',.:"....,.,--;•-. u-- .-.•.•:'•--.:- -•,---:-::!•-,%•:,,- -f',"'"t4=-?• '....,-..3Y ,•!--;.;.,;...,,,' ...,.;;`,,S,;.r.,.......:;--,',...',,,r.i.:*,....'..--': •-'•••• I'.:;•.,•'''-'.4.....:--i•h-.'"C 9Yak.•••A'-1. .:•-'4 ''..- -.-3:•;:i,,x4109§e,.--;-;,,T,,, ,,,lotti•-- ?:.-k-L:-:...,.v.,,:•:•,.i.,..kr,,,,p...,•:,:--, ••••-.,f•:-.•:?:.:i•,, ':,••.,;44'.-•-•,;- -.1;:-Y;z,1/4.....,,..---‘,.•.7;•''•-'s'':' :,...'-',4--. F+•-.'••-•oi,•--;-:•??..31.p. -; •:--ic:.:,-.--11-,..`,Y;;•;.•,:,-4-.!.,.•.,•,-4k!-.2.,, ....c.:,,,,y.,.- ,.•,41.,,,z.,,,,e,-,..0-,,.- •w:,.1,.,-....„,•...; ., --,-.,,,), ,,,41,f,,,it.,:b,. ...., -:..,,.., e.* . --"tilt:a:4' - "s1:64.:,17'')4.v.V71.01)e.---iolat; 4W-''1'''' "2, f'..„..-,.,17.-r-....',-- .t,•_•51•47:...-,!.:•,...,-,.„.r-,.%..i ai.y..._,•!. ,,I. ,.,aort„:,:.•,, _... ..1,---,-., ..,-..,:ev. 2,,.;;•.....--.,<,,..1.1.7-4-•••&,..... .',..: .P:'..-, •4'4 ,n.I.PA•=0.*•••':1.fe?:A 7•.... 7 47:,P,..•2-L-TA -,..:.•:?.:F.,b,m..-1'.'.-,'_-'.•-.-t- -:-.". ,---• .. . ..... ..... . . _.. . ... .. • . ....- • • S. ...--.'• ••'•••• • . '. ':'`.-5N-f-:-L22-..-‘ ". "' . . ""- '' • - • .iz K. .. .• .. —--91, ....Me .., .',...g .7 i• ...,+:t.;. To Zelman: Paul T T. Casey -.4. , . . Zelman Industrial Partners, Inc. 707 Willshire Blvd., Suite 3036 ,•--- Los Angeles, California 90017 •,i.r,7„, •,.';-'0 To Ecology: Washington State Department of Ecology 1... .,,;Toxics Cleanup Program 3190 160th Avenue S.E. • ,.1,,,.... Bellevue,WA 980013.5452 •. Zelman Renton,LLC has caused this Declaration of Restrictive Covenant to be • signed in its name. )1 . *-.=.•Atti • Executed this 3D day of iargegNeei-- , 1997. CI ,•.''... Cr: . e4 ...?-Y5 ; N . ZF.LMAN RENTON,LLC • 1 re :,,,...,. .,...lw CI By . Zelman Industrial Partners, Inc. •:,,,..: • l rit :41,11 t- By ,/ /.-----"----4-7 •:;-_,,,,,-9 Z i"WN (Printed name) ige.‘ / 7 62,sy ........ :•74f. • 1 Title /,'",e' 1 'i..•',.- 7x-,• 'OP- • _ ,c.fift li• • K,••••-'' ,,•-•-• ,,. --. -6- AMON= WIWI ti;:i4f r........- ,v I 4.',-,•'• ..,,•1. .:7.•':, c'...t .•,'i ••;•' : •-..!. '... ..1 ,..- . . . .• • • • !•;•'11;11' -,I.'s• :'':Zee..-::-...?e.t.t.:•;.-fiVv-•'..:..:4:Y41',.11-1A'>1....•FPi•: -.0e:'. ;:f: ?.', 2.;;.....'..4,L.:;•••'•:t.';'•••t' ..' .• • ' : ••-• • •- • ' . .. . . -'77s. .- '..X1_„,:!..4','....-•.:v.:--!'4.-. .5.,".:',I,";4•.:-7!"."-.::...,.;.... .-* . ...',•••• - • . . . .....:-.40.,..• ."-.-.,-' - . • • - s rr�'�•. ,•`>•vA...�.-. 'x4 - a rj --,{ e�,,.;(qt^`..'To-' RCM= i a,•,- t sk 'a!5_ - `-aa.- , '.yf,,re�vt•r x ♦ ,♦ v,r A r tr 4' y FrRi:V k5`in• sa. c'w +i's'3. Fr.ti..c..'i -aj1 .:...,i . : - r. •fir •••'.. ?♦r,.l • _1 f_ � r 'LA �:iYi�` ti: ,4 sy .^k iaaFf•!:SI'^ • ▪.7▪ ,1pci�f,rF,Yi+rd .ri��ic ? 73 a "°'i,y w. 4 2 .i „ �, • f�T.,�"•k•�,t',.�rPW t•+s � r � ry :,:.{�i ..rfc• g .L: At r� >G:.:r a•l:.a a7'#i'.�;-ik. 1. e ♦.N r : ig. .- ',J.';,1 a. 4 - r.y* r -buys nld±3,-'*,-r. A rile•.; 4- 31r ' 1 _ =1.4 v r-lti.t.`.ri:arr...t..,;.r.':"/y �i1 � f:+�r •' e'i • • ' ...-_-...-..... .-rcvatneaoCrcrw.cy..,._.._......_�. •' •''. • • STATE OF CALIFORNIA ) )ss. COUNTY OF 1-OS AtJ6•EW) On flQ.ce Jo,e r3,4 1991 before me, "T ER1=SA A-L* QUA L S , Notary Public,personally appeared (=PA 1,_ T. ens •personally known to me or proved to me on the basis of satisfactory evidsnce to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same '`= in his/her authorized capacity,and that by his/her signature on the instrument the person,or the entity upon behalf of which the person acted,executed the instrument. WITNESS my hand and official seal 05 Notary tublic for the state of California My commission expires: t I k,2 001 CV , r; x � r'btaY Pubic-Caa/onyp V \`mt./ t Angel*Costly nj%'Z•'4 • • • • rl r,• • • A. • -7•• A0,10311 00C ornrs , L • rN>r�o j -:'.,'::.. :A� +y iaj.i }'j..;:1:.. . ..�ty••.u•?:P?;S4'7' R`s '1.42/• • i t'• • ........... ..-,..e��................rr.v�...:,,�s••..-�+-kv.4r•.a,K .,;.;o+ii%Vmd•+a:4d.K1• • • Exhibit A Legal Description PARCEL A: THE NORTH 330 FELT OF THE roLLOWINc DESCRIBED TRACT; • THAT PORTION Or THE NORTHWEST QUARTER OP THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RAMC 4 EAST, WILLAHETTE MERIDIAN, IN RING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS, SECIHNING AT THE NORTHEAST COMER OF THE HENRY ADAMS DONATION LAND CLAIM NO. 43; THENCE EAST, ALONG THE CENTERLINE OF SOUTH team STREET (FORMERLY A COUNTY ROAD), 114 FEETI ,,; THENCE NORTH 674.70 FELT TO THE TRUE POIN! Or SEGIANING$ THENCE H0ATHERLI, Oil A STEAMS! LIN! PARALLEL TO THE EAST LINE tor N0ETEEAN PACIFIC RAILWAY COMPANY RIGHT OF NAY, TO THE KORTH LIRE Of SAID SECTION; THENCE EASTERLY, ALONG 2E1 NORTH LINE Or SAID SECTION, SO A FOLKS TAZRTON MICH IS B61-37 FEET WEST OF THE NORTHEAST CORNER OF THE NORTHWEST QOARTIR or THE 9.1 MORTHEART QUARTER THEREOF; (� THENCE 600TH 03'40'00• WEST, 730.69 FEET, CSj THENCE NORTH I4.34'00• WEST 649.70 FEET, HORS OR LESS, 7O TIE TROT POINT OF 4.1 REGIME FIG. i• PARCEL B, ' THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED TRACT: THAT PORTION Or THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER Or SECTION 36, TOWNSHIP 23 NORTH, RANG! 4 EAST, WILIAMLTTE MERIDIAN, IN RING COONTT, WASRIN'GTDN, DESCRIBED AS FOLLOWS; •SECINEDN° AT A POINT ON THE CENTERLINE OF SPRING Ri00R BLOOM DRAINAGE DITCH HO. 1, 530.25 FEET NORTH OP AWD 1,000.17 FEET LAST OF THE NORTHEAST Count or HSMa ADAMS DONATION LAND CLAIM NO. 43; THENCE NORTH 03"49.00" LAST 007.91 FEET, NONE OR LESS, TO THE NORTH LINE Of BAD • sup0IvI3IoS, THENCE NORTH 89•-24'30. NUT. ALONG SLID NORTH LINZ, 252.9 FEET, HORS OR LESS, TO A • POINT WHICH LIES 661.37 FEET WEST Or THE NORTHEAST QUARTER OF OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 03.40.007 NEST 923.69 TUT TO THE CENTERLINE OF SAID SL00011; THENCE ALONG SI.ID CENTERLINE OF THE SLOUGH, NORTH 64'32'10' EAT 154.71 rm.; THENCE NORTH 73•26.00. EAST 70 FEET; , THENCE NORTH 63.10'00. LAST 30.52 FELT TO THE_POINT OF Wioi$NING. •. PARCEL C, THE NORTH 330 FEET OP THE FOLLOWING DESCRIBED TRACT, THAT PORTION Or THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER or SECTION 36, TOWNSHIP 23 NORTH, RAHOL 4 EAST, WII.LAFQT E MERIDIAN, IN RIM COUNTS, WA SHINGTON, DESCRIBED AS FOLLOWS, A-I • • BEGINNING AT A POINT ON THE CENTERLINE OF BPRING OROOK SLOUGH DRAINAGE DITCH NO. 1, 1,000.27 FEET EAST AND 530.25 FEET NORTH LINE OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 431 • THENCE NORTH 07'49'00' EAST 807,91 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SUBDIVISION; THENCE,. ALONG THE SAID NORTH LINE, SuuTH 09'24'30' EAST 625.47 LEET TO THE EAST LINE OF SAID BUBO/VISION; THENCE, ALONG SAID EAST LINE, SOUTH 00'13'30' EAST 290 PEET TO THE CENTERLINE OF SAID SL000B; • THENCE, ALONG THE CENTERLINE OF SAID SLOUGH. SOUTH 21'34'00' WEST 301.02 FEET; THENCE SOUTH 56'44'30' NEST 246.35 FEET; THENCE SOUTH 75'30'OD' WEST 370.3 FEET TO THE POINT OF BEGINNING; EXCEPT RIGHT Or WAY FOR SAID DRAINAGE DITCH. PARCEL 0: THAT PORTION OF THE NORTHWEST QOARTER,OF THE NORTHEAST QUARTER MD OF THE NORTHEAST QUARTER Or THE NORT7INEST QUARTER O/ SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMEETT'E MERIDIAN, IN RING COUNTY, WASHINGTOR, DESCRIBED AS ' ' BEGINNING AT THE NORTHEAST CORNER or THE HENRY ADAMS DONATION LAND CLAIN NO. 43; THENCE GIST, ALONG THE CENTERLINE OP SOUTH 180TH STREET (FORMERLY A COUNTY ROAD), 114 FEET; THENCE NORTH 674,76 FELT TO THE TRUE POINT OF BEGINNING; Oi 4'4 THENCE NORTHERLY, ON A STRAIGHT LINE'PARALLEL TO THE EAST LINE Or NORTHERN • PACIFIC RAILWAY COMPANY RIGHT Or WAY, TO THE NORTH LINE OF SAID SECTION; THENCE EASTERLY, ALONG THE NORTH LINE Or SAID SECTION, TO A POINT THEREON WHICH 111 861.37 MET NEST OP THE NORTHEAST CORNER OF THE NORTHWEST QUARTER 0/ THE r. NORTHEAST QUARTER THEREOF; THENCE SOUTH 03'40'00' NEST 730.69 rmET; THENCE NORTH 84'34'00' WEST 649.70 rem', MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 330 FEET THEREOF. PARCEL Et THAT PORTION O/ THE NORTHWEST QUARTER Or THE NORTHEAST QUARTER OF SECTION 36, • TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS ',GLUONS: BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1, 530.25 FEET NORTH Or MD 1,000.27 MET EAST or THE NORTHEAST CORNER Or HENRY • ADAMS DONATION LAND CLAIM NO. 43; THENCE NORTH 03'49'00' EAST 807.91 FEET, MORE OR LESS, TO THE MONTH LINE OF SAID SUBDIVISION; THENCE NORTH 69.24.30' WEST, ALONG SAID NORTH LINE, 252.9 rEET, MORE OR LESS, TO A POINT WHICH I:IEE 881.37 TEE? WEST OF THE NORTHEAST CORNER O1 SAID NORTHWEST QUARTER OP THE NORTHEAST QUARTER; THENCE SOUTH 03'40'00' WEST 923.69 LEVI TO THE CENTERLINE Or SAID SLOUGH; THENCE, ALONG SAID CENTERLINE OF TEE SLOUGH, NORTH 64'31.10' EAST 184.71 PEET; THENCE NORTH 72'26'00- GIST 70 FEET; THENCE NORTH 43'10'00' EAST 30.52 FEET TO THE POINT OF BEGINNING; EXCEPT THE NORTH 330 FEET THEREOF; MD EXCEPT THAT PORTION OF SAID MAIN TRACT LYING WITHIN THE FOLLOWING DESCRIBED PROPERTY: A-2 • • • _ _ � _ ...��_ ;.Eiii,.::_:,a1�ts�•iz.r.-a:a-F_'.�a`,bVii.:,�aisni5.. • '•.. -.'.ii'r +,'•r• :1, :.t(,' L•.r:• :j• "�is:' }Pax`-: t•�-.,.;5�;._: ' ••...i�rc,•. • 4 t•4y:^w- :i,` _ .�-sI�':1;it_5,- ▪ ':+.:-;.j.�itr r Ff+. �..t 1.2,64;1_.. ^' t•Sey`L'�i '.+;U-•.e+rL':. 'f.`( .:�>� „ - +•Y.t.•.: %�'��s:t.i317iii{ .�rri - \..®..a�:.kRM.G t•.�._•— -_ - `�bi'.6.'•.'4.'.r'•1•.4F 1' 1'yF�oliiil••.i' •.iVAY •• --------. . . - • .. .-.�;sr.;rc1^r`ffi1377Yk:...aa.. _.`i�.ini:,,._.—. BEGINNING AT THE NORTHWEST CORNER or THE NORTHEAST QUARTER Or SECTION 36, TOWNSHIP 23 NORTH. RANGE 4 EAST, WILL.MZTTE HERIDIAM, IN grim COON•Tr, WASHINGTOW/ • THENC= NORTH 111•31,36- EAST 1,340.95 FEET; THENCE SOUTH 01•17.23- WEST 330.03 TEST; THENCE SOUTH 97.31.36- WEST 260.0 PUT TO THE TRUE POINT OF BEGINNING Or THIS ERCErTroN; TNIECt SOUTH 07•J1.36- WEST 460.0 FEET/ THENCE SOUTH 02•20.24- EAST 197.0 FUT/ THENCE NORTH 07.31'36• EAST I60.0 1'EET; • THENCE NORTH 02.30'24• NEST 197.0 TEET TO THE TRUE POINT Or IEDIRHING OF THEE EXCEPTION; AND EXCEPT RIGHT Or WAY FOR SAID DRAZNAOE DITCH. PARCEL r, 'THAT PORTION Or THE NORTHWEST QUARTER of THE NORTHEAST QUARTER Or SECTION 36, TOWNSHIP 23 ;OATH, RANGE 4 MIT, MILRJNQLTTE MERIDIAN, IN RING 00U1!T, 1G1MIfrGPOE, DESCRIBED AS FOLLOWS: 4.9 BEGINNING AT A POINT ON THE CENTERLINE Or SPRING SROOX SLOUGH DRAINAGE DITCH NO. 1, WHICH IS 1,000.27 PELT LAST AND 330.25 PELT NORTH OF THE NORTHEAST 3NNER OF THE HENRY ADRUIS DONATION LAND CLAIM NO. 431 THENCE NORTH 03.49'00- EAST S07.91 PEEP TO THE NORTH LINO± Or N. NELSON TRACT, THENCE, ALONG SAID NORTH LINE, SOUTH 89.24'30- EAST 628.1i FEET To THE EAST LINE Or SAID H. NELSON•S TRACT/ • THENCE. A1.ONO SAID EAST LIME, SOOTN_00•13,30• LAST 290 FELT TO THE CENTERLINE Or �. SAID SLOUGH, TMNCE, ALONG THE CENTERLINE Or MID SLOUGH, SOUTH 21•34.00- WEST 301.02 FEET; j• • MHOS 56.44'30• WEST 246.30 PENT? + THENCE SOUTH 7S•38 .J• WEST 370.3 FRET TO THE FOIST Or SEGINNINO: • EXCEPT TIRE NORTH 330 FEET TIRROF$ AND EXCEPT THAT PORTION Or SAID HAIN TRACT LYING WITRIN THE FOLLOWING DESCRIBED • PROPERTY; • ELOINNINO AT TEL NORTHWEST OORRER Or THE NORTTIZAST QUARTER O► SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAME'TTE MERIDIAN, IN XING COUNT?, WASHINGTON, • TIMMCE NORTH 87•31.36. EAST 1,340.15 /SET; THENCE SOOT; 01•17'23• WEST 930.03 NET/ THENCE SOUTH 87•31,36. WEST 240.0 ray TO THE TRUE POINT•or BEGINNING Or Ty1Is • EXCEPTION; THENCE SOUTH •7.31.31• WET 440.0 FEET; THENCE SOUTH 02.26 24• EAST 197.0 TEXT; • • THENCE NORTH 07.31':16- EAST 460.0 FEET; THENCE NORTH 02•28.24- WEST 117.0 MT TO THE TRDS POINT Or EISOENNINO Or THIS EXCEPTION; AND • EXCEPT RIGHT Or WRY FOR SAID DRAINAGE DITCH. PARCEL Oc . THAT PORTION or THE NORTHWEST QUARTER Or THE NORTHEAST QUARTER or SECTION 36, ,E TOWNSHIP 23 NORTH, RANGE 4 CAST, WIU.ME?TE :O'RIDIANI, DI CVO COUNTY, WMHINOT'oN, DX/CRIED) AS FOLLOWS; • A-3 . . .1. •_ . • • 111 • • BEGINNING AT THE NORTHWEST CORNER Or THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, NILUVHCS'FL MERIDIAN, IN RING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS, BEGINNING AT THE NORTHWEST CORNER Or THE NORTHEAST QUARTER C' SECTIOt: 36, TOWNSHIP 23 NORTH, RANGE 4 LAST, WILHANETTE MERIDIAN, IN KING COUNTY, WASHIHGTON1 ,.esjL.. '....._,..,.u..ii.imimi..siii•i••ai"•gi THENCE NORTH 82.31.36' CAST 1,340.95 MEET: THENCE SOUTH 01•47,23- WEST ]30.03 PLET; THENCE SOUTH 8'•31'36- NEST 260.0 FEET TO THE TRUE POINT OF BEGINNING: • THENCE SOUTH 87•31.36• WEST 460.0 PEET/ THENCE SOUTH 02.28'24' EAST 197.0 MT; THENCE NORTH 87.31'36- CAST 460.00 FEET: THENCE NORTH 02.28'24• WEST 197.0 FELT TO THE TRUE POINT Or BEGINNING. PARCEL Hr THE WEST 85 FEET IN WIDTH Or THE FOLLOWIND DUCRISED PROPERTY/ THAT PORTION Or TIE NORTHWEST QUARTER OF THE NORTHEAST QURRlmR or SECTION 2S, TOWNSHIP 23 NORTH, RANGE 4 EAST, NILLMDITIE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: a, BEGINNING AT A POINT ON THE NORTH SIDE or S.W. 43RD STREET WHICH IS 943.04 FEET 4.6 EAST Or THE NORTHEAST CORNER Or HENRY ADAMS DONATION LAND )LAIN N0. 43, IN eNt ir4 SECTION 36, TOWNSHIP 23 MORTIS, RANGE 4 EAST, WILLAIEITC MERIDIAN, IN RING COUNTY. WASHINGTON; 0,1 THENCE LAST 353.04 FEET. ALONG TOE NORTH SIDE Or SAID STREET; rl THENCE NORTH 562.16 FEET TO SPRING SNOOK SL000H DRAINAGE DITCH No. 1/ ' r- THENCE WESTERLY, ALONG TIE SOUTH SIDE OF SAID DITCH, 334.12 FEET TO THE EAST LINE 0r A 5-ACRE TRACT DEEDED•TO WINSTON AS RECORDED IN VOLUME 580 Or DEEDS, PAGE 207, IN KING COUNTY. WASNINOTONI THENCE SOUTHERLY, ALONG SAID LINE, 472.1 FEET TO THE POINT OF BEGINNING: EXCEPT THAT PORTION THEREOF COHDIUDNED IN RIND COONIY SUPERIOR COURT CAUSE NUHBEA 81-2-08117-7 FOR WIDENING Or S.N. 43RD STREET. PARCEL I: THAT PORTION OF THE NORTHWEST QUARTER or THE NORTHEAST QUARTER Or SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 LAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS VOLLO4S: BEGINNING AT A POINT ON THE NORTH SIDE Or S.W. 43RD STREET WHICH ID 943.04 FEET FAST AND 30 FEET NORTH OF THE NORTHEAST COINER Or HENRY ADAMS DONATION LAND CLAIM NO. 43. IN SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAE TE MERIDIAN, 1N KING COUNTY, WASHINGTON; THENCE EAST 353.04 FE:I, ALONG THE NORTH BIDE OF SAID STREET) THENCE NORTH 562.12 FEET TO SPRING BROOK SIODOH DRAINAGE DITCH NO. 1, THENCE WESTERLY, ALONG THE SOUTH BIDE Or SAID DITC'4I, 334.12 RUT TO THE EAST LINE OF A S-ACRE TRACT DEEDED TO WINSTON AS RECORDED IN VOLUME 560 Or DEEDS, PAGE 207, IN RING COUNTY, WASHINGTON, THENCE SOUTHERLY, ALONG SAID LINE. 472.1 FELT TO THE POINT OF BEGINNING: EXCEPT THE WESTERLY $5 FEET THEREOF IN WIDTH; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81••2-08117-7 FOR WIDENING OF S.W. 43RD STREET. A.4 �=�a :. "mow- _ • • • • 111111 • • • •• PARCEL -I: THE EAST 393-1/2 FEET OF THE NORTHWEST QQMTLR Or THE NORTHEAST QUARTER OF • • SECTION 36, T UNSHIP 23 NORTH, RANGE 4 EAST, MILLAIlTTE MERIDIAN, IN KING COUNTY, WASHINGTON, t7ING SOUTH Or SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; EXCEPT THAT PORTION THEREOF FOR S.M. 43RD STREET RIGHT Or NAY; AND EXCEPT THE SOUTH 20 FEET OF SAID PREMISES CONVEYED TO THE CITY Or RENTON FOR WIDENING OF S.W. 43RD STREET BY DEED RECORDED UNDER RECORDING NUMBER 56966619; AND EXCEPT THAT PORTION THEREOF'COND[IU= IN KING 000I/F'Y.SUPERIOR COURT CAUSE NUMBER 81-2-08117-7 FOR WIDENING OF S.M. 43RD STREET. PARCEL K: THAT PORTION OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN. IN RING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS, BEGINNING AT A POINT WHI4Dt IS 114 FEET EAST AND 30 OUT NORTH FROM THE NORTHEAST • CORNER Or HENRY ADAMS DONATION LAND CLAIN NO. 43; THENCE NORTH 644.78 FEET; THENCE SOUTH 64.34'0o• EAST 649.10 FEET; • • THENCE SOUTH 04.37.00• WEST 170 FEET/ •4 THENCE NORTH 84.34.00• WEST 470 FEET; N THENCE SOUTH TO THE CENTERLINE or SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; 44 THENCE SOUTHWESTERLY ALONG SAID CENTERLINE TO A POINT EAST or THE POINT OP cl BEGINNING; ti r4 THENCE WEST 130.86 FEET TO THE POINT OF BF:QINNINC; EXCEPT RIGHT OF MAY FOR SAID DRAINAGE DITCH NO. 1; AND EXCEPT THAT PORTION THEREOF OUNDEIUIED IN KING ODONYY SUPERIOR COURT CAUSE NUABER 81-2-08117-7 FOR WIDENING OF S.N. 43RD STREET. PARCEL L, THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER Or SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, MILLAKETTE MERIDIAN. IN RING COUNTY, WASHINCTON, DESCRIBED AB FOLLOWS, BEGINNING AT A POINT WHICH BEARS EAST SS6 FEET AND NORTH 30 FEET FROM THE NORTHEAST CORNEA OF THE HENRY ADAMS DONATION LAND CLIIN NO. 43 BEING PARTS Or SECTIONS 35 AND 36 IN TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLANIEITE MERIDIAN, IN •• RING COUNTY, WASHINGTON) THENCE NORTH 308.10 FEET TO THE CENTERLINE or SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; THENCE, ALONG SAID CENTERLINE Or DITCH, SOUTH 64°4S'00• VEST 89 FEET, THENCE SOUTH 48.45'00- NEST 97 FEFT; • THENCE SOUTH )7°24.50•' WEST 259.51 FEET TO A POINT WHICH I5 DUE WEST OF THE POINT OF BEGI.4RING; THENCE EAST, ALONG THE NORTH MARGIN Or COUNTY ROAD, 311.14 FEET TO THE POINT OF BEGINNING; • EXCEPT RIGHT OF NAY FOR SAID DRAINAGE DITCH RIGHT OF WAY, PND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTT SUPERIOR.COURT CAUSE NUMBER 81-2-08117-7 FOR WIDENING OF S.N. 43RD STREET. • A,-5 • %,;.r.".4i� .L, t f a Tyr q- r'V k r.-lc t .7 4sSssSORI r • -' t,AS:•:2,.., •J` ,bra '�jff, �r�{.+ 't 'v '-r; ''*;;Ar 4 r .:.. .•. r 1 kS`.uc+ft�yv +w.A ` -.ry«Sy.4ca a.r., , ?'r.• _40.4'� ,v[ y y. [ ,..rn Y� . v r '}gfrik •Ili v;.cl[�.wy,,..,t., ., �`h 7 ,. a . }'.M1n� k;, .:' :_r4;r',.e: _- •i•~r.a�.;i_:;>.ii;7}}.JWY9 _ 2i. y9i .. ., • :: :.tar; •• "i ;; T' I'-: -"'-•'s-- .��.y::,y... -F:.a 's i,:' 40 4;;rY.ti••fYn%.•-f_i"�..: . . . .. • ... ':4•'.7. • � ..}}:�.:+A i.,��. ��.3 . • 'ly • • • I ' r • PARCEL Ni THAT PORTION O/FICTION 36, TOWNSHIP 23 NORTH, PiIEE 4 EAST, NILLANETTE MAID/AN, •- IN RING cowers, minim/Tort, DE$011SED Al FOLLOWS: .• ITCINNLMG AT A POINT WHICH IS 111 MT EAST MD 30 PUT NORTH IRON THE FOMTIQAS'1 1 • CORNEJI Or HIPPY ADARS DONATION LAND CLAIM NO. 43; TRENCH MOATS 644.76 Parr I •'�- ININCE SOUTH 64.34'00' EAST 649.70 IRIT; THENCE SOUTH 04.37'OO' VEST 170 ►LET TO TM TROT POINT Or IEGINNINGI THENCE NORTH 84.34'00- WEST 470 I ZT; �;_,•'`: TM= SOUTH TO THE CHITDILINT Or SPRING MOOR SLOUGH DNMNAOI D1T'CA M0.•Ir TIDANCR NORTILHAOTZALY, ALONG MID DRAIMAGM DITCH CEMTESI,INS, TO A POINT NHICl3 SEARS SOUTH 04.37'00" WHET ppON to TR$E PRINT Or HEOINNIN01 THESCr NORTH 04.37.00- EAST' 23 TEST. NONE OR LEIS, TO TM TAME POINT or IEGIN41INGr 32``Ii EXCEPT RIGHT Or NAY FOR SAID DAMAGE DITCH. • PARCEL N: `7 THAT POATSON Or THE NORTHWEST COMM or TM NOPT'ISAST QUART=Or SECTION 36, - . TOWNSHIP 23 NORTH: NAMME 4 EAST, NSLLINETTE NIRIDIAM, IN RIND GOONEY, WASHINGT'0N, DESCRIBED AS FOLLOWSe . r4 EEOINMINO ON TEE NORTH LTHR 0r TEl OOMNTT MELD A? A POINT N6ICH IS 943.04 MET M • EAST MD 30 FEET NORTH Or THE NONTHEAST COMM or NENMY ADANS DONATION LAND CLAIM ' • 4'l NO. 43 IN SAID Towson. AND maxi • ;j THENCE NORTH 03•49'0O' EAST 195.6 PELT, MOoi aN LISS, TO TOT Cg1?BNLINE Or TES '•': ri OM3NAO5 DITCH; ;'i„t YNINL.C ALONG IMP DITCH LINE, SOWN ii'03.00- NEST 209.03 PEST; 7 THRICE 600TH 409.46 Tsar TO THE'NORTH LINE Or SAID COMITY ROAD; THENCE LAST, ALONG SAID ROM LINE, 151.05 VW?TO POINT Or EEOINNING/ SACL?T RIGHT Or HAT FOR SAID DMINAOL DITCH/ AJID EXCEPT THAT PORTION THEAEOr OONOSIOIED IN RING COMITY ■IMI= COMRT GHEE NOM= 61-I-05117-7 roR NIDENINO or S.N. 410 train. • • [ 3'r. '1I • a.v.• ;r ,.I', f t h�. A-6 ill e . R kV. • . ••,'•‘'.4k'i::'t;44'..";;7' - -....'•::‘ .V.'", ,.. .4'rk:4NS.r • : ,-.,:s;?..,-t.-.4$04 .iii...,- -, 4,,,,.v;':W-in--t; 6r-- • :-.iz'4, 611•3110 ..• . .i":.-..fi.•:,. ..:!...;A . ..4.4.( : ,..-:. 7 ..-t.:,...244--s1,7.:_.:,r• .4,..-...A0-.:,:,,,•:„,_ .,:.;.,::• r;.,-,,..,.:--tAre; •'. .-.f,;:•.:-..:'.?! .....i.,.::'41`..,!s.''''..7:g;!4%. ',' .. '.",,`•! -',Z;:j.;;:::.-2,.,;4$4.':;-:17;*•12' ,7e'-"P774:477A":-.1-i .- l•wilMA'. . 1*trITO---1-74VMT..".4. •,•-.,•-*":.,..:.-:';:-Ii.,,:r:;•--'-.'111.' .'• ,'."...,:"..•:-:7.. -•..trgliWif,,C!.4L.• 'tr ' • . ,,,'"49.:Irt•.: • 'gig .•..-i':%...,';::..=•": •i•V..'1 kei%i-k4riV';Iitii:::: - .4°:''-',.i'i"•:!,-.^.;.•-:'.1');',"•:.e•T;.10'ilF•tr;`C'' ,..' ' . .. .,_.. i • •••,.„., ,....t.,..,4..ief-iiy -,:w.,,,,-41, 2.,..,213 .. , .:,..,;::.;:.'s...,ck:;s,.;.,v,:,.:,f,,•,..,L;t..411111 :.'; ., :. ,:::::k;%;-:;.4:4-..,,ts. ce.• ...., 4 4.1 1”•'.11 . • {.• •.••••V;:.•••••,'ili'VV,1-1-'•';AZ'..W..,...„k•C•4EA.W.1-.:,2I••••••••-•. ....., •, ..r ,,•••.....I,d. '..0-1111.1.111, • , .. .•:.• .• .:...•••‘'.riVeia.Wife rC•n•fr.....1&;:fIT•4:M.•.'4•1•••••.•,14•:.1.• • • : ..t •••••••• ••1••' • I-” • .:••• ..•••' • `•• • ..•-••••:":;.••', •••.:•7'';'-'1•‘).1*/;IVi'171.:Vie‘A.4;t;.`•,...•-•0••••!•,••:'C''• •••••• • . ..,. . . :. ,• • ..:•, . : •:, ,.. •:•• • . : •: ••.:••:.;-.'.•••, 2,,•!:1•••••4'...•:•1•':'17'1:47.V..1.1:'4•'•I'4•17 :':i i. . • • . li.,';1::•:::::,' '..141.....:';;; f'..• . • • ••, . • .• , 'i• ..?.. ..,..11'.1.• • . . •••••-•••••••••-•-• IMPORT • TH.is not a Sunny.It Is furnished as a convenience to locate the land indicated hereon with • . - reference to streets and other land. No liability Is assumed by reason of reliance hereon, -4 Z .1,5• • . . ...... • • _ ..'""........ i \ .,..... ..-, ,,@ ii: .i.o 1 --gik ' l• .. ; • -;: • • :.,,...•.1 :II' : 4.... , • 1 i 1 • 1 ik..7., G . 1 ,.. . ,.., „.. N ..—________,...,,,„c., • ..1 i . . •. ,--,..* P r7 N • ..*...N. ,--..„_. _. f ..... . . 1 4_11/4, [..:'..... 4.4 P. t .k. .... r:_ .:1 iip::71.,ari. tt joi 'CIF °. k Q ii,Ii %i:tilr - q ..__ .._•.14 , ...N 1 , N., .. •••• . . . ..44..,_,,,_.,..,.____—,-- -.• 1..... ..._--.--. . V5 g . :• r . : . ..... T .• fl • —••••-r-• i.al. C • 4:M4.4 44 — F.4I. : . fli.t•-• GEM ; ----. - -44,141—d-+.---— c i i t• ,r ----..- ••. A-7 litT It' •J-• '. ...i...;',;• •:Fi-,‘,• .-i -----s-.7---- •• . - ••• .. ... .. :.....,_,- - •- ..... . ..,,-.. .,-... '14,1: ••••:)714' - ::.r 1:'..:-,.'''tr i''..::Y'..r,it',Ft•'.}7,.;;.-• ,.., • . .. . . — • al . • • .11.,C 7 V, V.1•4•4011 h I I LAIIIL r JWILN31_ lit 1_, r..V11" ! ........r... . ' 1 2 RECEW") KINL COWER WAS,...LIM 3 21.;!. 2-: 1991 • 4 DEPARTMENT r.1 5 JUDZIAL AC.MNIS7. .A 6 7 IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON 8 IN AND FOR THE COUNTY OF KING 9 STATE OF WASHINGTON DEPARTMENT ) 97- X - 17988 - 2SEA OF ECOLOGY, NO. 0 10 0 PlairailK PROSPECTIVE PURCHASER CONSENT v4 11 ') DECREE RE:STERNCO PROPERTY, CV .4 v. RENTON,WASHINGTON r, 12 NP ZELMAN RENTON,LLC,a Delaware limited «t .i. 13 liability company, •-, 14 Datandamt. ' • 15 16 . TABLE OF CONTENTS PASS 17 18 INTRODUCTION I. AUTHORITY,JURISDICTION,AND VENUE S ' 19 E. DEFINITIONS 6 III DESCRIPTION OF SITE 6 20 IV. DESCRIPTION OF PLANNED PROJECT a V. WORX TO BE PERFORMED 9 21 VI. ECOLOGY COSTS 11 VII. DESIGNATED PROJECT COORDINATORS I 1 22 VIII. PERFORMANCE • 12 IX. CERTIFICATION OF ZELMAN RENTON,LLC 12 23 X. CONVEYANCE OF PROPERTY 13 XI. AMENDMENT OF CONSENT DECREE;ADDING NEW PARTIES TO 24 DECREE •14 XII. DISPUTE RESOLUTION 15 25 XII CONTRIBUTION PROTECTION 16 XIV. COVENANT NOT TO SUE UNDER MTCA.;REOPENELS 17 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-1 immix CIA.171 Ai fuss tit 1.......... KM so un;VOMOOTTNI WWI .1...not cm MUM mcnisaPinalmo . , ... . 07/2B/97 TUE LOAJ ITX/RI NO 922g1 I . ..........., • •- . • • •• • • '411=11222=- 5221111111111.11101111 .0111111111fillilligi. -- ::..; -;::474,-,1-.'7fi-f' ..1"rA,..i•-....t.i.v. -...-2.0',:p.4.-,.,,,,,--;,;,., •.t.,.0-k•-".....L4LY-22i,1-"t--;;V-'-!L'1.-ri.2_,-,--r.`. -..17,44-X4:e.'4:"64"ItittI-7N-V7Y1-,*.";r:.,0"-;14t1 If'1.4.•,r1,4h'.7.:''C ., , ;, ,,, ,,nai, ''';:-.741e,-.'1‘. • . '•''.1: '---.. IC , .•-;2!_...:4-...i,..',A;-.,;.! . -.,T,I.,4........;:t.:(,"..,,..,?!..':,_•_-o:T,,.. INIIIIININ Yr.' -Li.,t, r•lr'-',:i'''' '''.4 i''.."!'iiv..A:Z-'il,-;•.-1!.;' '''':'..•••;:3-4-::i. I''5•:-:::''.: • .: 1-.,;17.:;',1:414 .'2. 2.77k1';'...!.:..... . 74"--,TI,`,{=;',A.-311.6..-.1„;:,':;-1h*,'....s.t-f Zr7"z'T Al'....-t--A v--4.:--,;.•-'•'.•••• - - • • ••-.. .. .. ..,...,_,,,, .,:.,IL.Ir,. ..,.:„...,,..........f4;,,!„—,....,.0..,:.y..,,,...-..p....i...ki,.. 5,..--.;.-•-,•.---• -•' , - ..---'• •• • •. ,. ••:-...:•,•:,,:..:?,it'4r.."' :p.-,r.--....;'•.4Q.'i*.,,Ti•.+•••.;',ZA...4 t, _.,' ;4• •=r4.14..•: •••4..A. :-,.i.;•::•,.•_ • ...3;,.••.; -1....., ••.f..-1 4.. 4 .3,-,,,....'gta'',470.-/"..P.-2,- ,-ial.', .44tr7...1.17-4;rir-1-,...s'AW/-1,TZ:".---.I.''':''' •:'•'•,.1,i :'''''' -''...:.....•Vtif.. ,-.,,;-. -e--L:"-•,:,-r,,.;--- =•: :',1•4--'.--1•-,:',•"',I—t•,.-,,,' A 1.'•': ,''-. _ ..'7 , , k* '•... • E...."4. - • • -r--_ , - I •. • "••t".•'"L' ''-' 1'-'.•-•-‘.'1,-.Prr". ... ....'....qr.r:1...:.A2•:,:..''''-'•;, l'..f•A'k L..P....•;••:"..,1.T.. '•-rt- • -.. -7. `kin'.1•7i---"'P.•:--".'..' :'-.:::L.',-.I',.:31.,- • • -'.\;:-.AA:4 -*11.1-7..-,:e.._.-- ;-J. f:4,r,,I ,.1.4101‘,;..•;ft -Z...r?..4.1._‘.fri...?..,.'."...;.*:',...','.."-:;4a:r'.711.1 .:.:•.*:,v14:.: '',.-.S4t4:4'. 5.P.ge `,....'-.:`.:.%.7- "?.1',7:7;:t:ixt"." ,. -::s-..Arg044:i,h-l&ik.P..,W47 - . ...l.,":..,,,Tly,4.'-fle:TT d4747:1:1-017-trill:4=-1r,7,1-ilf.7%.10.1-.W .433;4•*4%,••••=1,-1,r- .-.4;,`,1•*P1-z• :`-.; 'VA' '";::'';.:01.%.0:Tvka.X.4 ( -•-• M•t11-112refAifr:fr'A77.-.4.W4 s i ..., -1;4;atji-IA-•,:,•;-... t.:,:.,_•-•_:-.0;,..-..-r,-P-4.:,A-, .• :,::',..:'W....7--zo-r,.. ,.'15:.n.s....;.....f... ,..,:.:,-1,.. .--7fic•44•;•;f',-7-."- II'•r•- .1. -;."f,i14.r..X. . :4'*$i_L'Ai\ _''-'*;;4"-'':•401,S.Ar4M6-1*21.ri-,..4 WY:.1.1W,d7M4t../0•?,i.-=,'-=. ' f,=4 f‘..Ze.; -'''''..i.";1.•?,1-4,..;;--q•'4,P7,-.• . . .,....,;:,;.i._4-4,11,ti, ,,g,-r,.:•.;-.-r:r 4:'-i.,4--. . -•:.;k--4,!-4.;ttp$-.!.,:.*';;;;;Iittly,„.4.4.z.` '••'Ito-felt, .-„•''x'...7X..,,,„•-•-•Aisis41_,v••,...11 4.0,4 „....,:;,:.;-• ..,....:$4.-,r-,.;.; 1.,;:.4,:kb-..,.,•,„,-:...4.4,-,..;1,,:_,...c-vt-g,..?„,r.;.,.. .1•Tvc..-za,114-.4,'4,fii:•-•.,;;- ..e-T,',• -•?..r.7.::, .i.•_''....". :.'•''':':-f liPi%•i'"-':"ii;W''''. : -.....; .:-..''''-'1Welt:tli%Wi'2'4E'..y,;;6).'/A-•:'',Wilifr,p-',4,00,14%-rh e,.'-'::•-r --: !1%...-Adir,:ryl • `-'--•.•• r-y....-'-• •••...--.7.,..:,'4-4,4-.:;••• “:.•'•:':".--- --•,.'4-0:t:r''•`-s:a---4---•''..`-',.....,•:.::.•:,•,--''''r.•,-",•71''''''-'' • , . • f.::. -- •• I XV. ZELMAN RENTON,LLCS RESERVATION OF RIGHTS 18 •., XVI. DISCLAIMER 18 - 2 XVII. RETENTION OF RECORDS 18 -.- XVIII. SITE ACCESS 19 3 XIX. OTHER APPLICABLE LAWS 19 .. XX 4 . SAMPLING,DATA REPORTING,AND AVAILABILITY 20 MGPROGRESS REPORTS 21 XXII. EXTENSION OF SCHEDULE 22 ,, ,....•5 X30:111. ENDANGERMENT •,it, XXIV'. IMPLEMENTATION OF REM 23EDIAL ACTION 24 ••,. ••••,., 6 XXV. PUBLIC PARTICIPATION • 24 XXVI. DIURATION OF DECREE AND RETENTION OF JURISDICTION; 7 CERTIFICATION BY ECOLOGY 25 XXVII. PUBLIC NO17CE AND 8 WITHDRAWAL OF CONSENT 27 XXVIII. INDEMNIFICATION • 01 3C3UX CLAIMS AGAINST THE STATE 28 40 -i•..-. rgCr; 9 XXX. EFFECTIVE DATE 29 •, CN . •.-,....!,.: rq • - 10 cl " N ATTACHMENTS- 11 I, ATTACHMENT A. Legal Descriptions 5: ,,.. 12 ATTACHMENT B. Site Diagram and Map ATTACHMENT C. Cleanup Action Plan(CAP) .. 13 ATTACHMENT D. Restrictive Covenant ATTACHMENT E. Agreanent of Successors in Interest and Assigns .• • 14 ATTACHKENT F. Public Participaticm Plim .• rit .:•! 15 16 • •17 • I 18 t 19 '..; 20 =^% a• 21 4. 41 '•- 22 •-,i 23 .W.4 ...44 . :41 24 • rg 25 ';• 1 :.,•7, 26 • .."' PROSPECTIVE PURCHASER CONSENT DECREE • • RE:STERNCO PROPERTY,RENTON,WA-2 MIMS GNI=&luau" Ilf OUTRANKS IRATZATI • it e ISANIA WASINNOR soidary 111.016:641.011101.1 [lg.': PACTINISSNICO.1142 ao, ., t,...i. ...-.„. y.,. IV.I. • . • . • • , • • - •, •. •, .,..�• �e• trsr• arse. y . _. .. ...' , •,a�R.•-.f.-.max."�44,y; col �l • • . H?i S.r. LY' Y -1, • .,. ..... •-a-a.�;.,,...-•w• ..,..-... -.-... ,_. ...e.�.cr.i.�.—waw:+ta++ l*:�..—:r - ir�•v!• • • •JNT1RODUCTION 2 This prospective purchaser consent decree("Decree")is made and entered into by and 3 between the Washington State Departmer.' If Ecology("Ecology")and Zelman Renton,LLC • 4 ("Zelman"). Qualified persons may become parties to this Decree as provided in Section U. 5 I. WHEREAS,the purpose of this Decree is to resolve the potential liability of Zelman 6 for the present known or suspected contamination of air,soil,sediments,surface water,and groundwater at the Sterner)Property(the"Site")arising out of past operations at the Site,to promote g the public interest by expediting cleanup activities at the Site,and to facilitate the cleanup and 9 redevelopment of contaminated industrial properties in Renton,Washington. Legal descriptions of CIri r4 10 the fourteen legal parcels that makeup the Site are attached as Attachment A. A Site map and N I 11 diagram is attached as Attachment B. •°1 12 2. ' WHEREAS,Zeman has entered into a contracx to acquire the Site with Robert I. 13 Goodstein as King County Superior Court-Appointed Receiver for Sternco Industrial Properties,a 14 Partnership,and.Sternco Renton Center,a partnership,the(=rent owners of the Site. 15 3. WHEREAS,Zelman proposes to clean up the Site and make it available for industriial 16 and/or commercial redevelopment,consistent with applicable City of Renton zoning provisions and , 17 comprehensive plan designations. I II 4. WHEREAS,in the absence of this Decree,at the time it acquires the Site,Zelman 19 would incur potential liability under P.CW 70.105D.040(Ira)of the Model Toxics Control A( 20 ("MTCA")for performing remedial actions,or for paying remedial costs incurred by Ecology, 21 resulting from past releases or threatened releases of hazardous substances at the Site. Zelman has 22 certified that it is not otherwise currently liable under MTCA for remedial action at the Site. 23 5. WHEREAS,Ecology has identified confirmed or suspected contamination in air. • 24 groundwater,sediment,soil,and surface water media at the Site. Ecology has assigned the Site an • 25 overall priority ranking of"1"pursuant to MTCA 26 • PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-3 raatrwlOArES a01L r!l I AneLwAaec1W 1.1,01.71711 - mb oreinso�ra IACM=Mg cs. n - _ , ,,pper. • • _ . vim•' P'+�2 •e.1•P r..�_r•. . •.. ..::t.._ .r."....'r .... `a,; 'q 111..t a?s i l;it`.''+f4*;Y.y, . ...:...c."tlx.41 ...-..:.,..sadc}4.iw,n.I..::..+. Lk..a ..+,i tcl.cli+aiAM' p3"ta a. • l 6. WHEREAS,Zelman has performed a Supplemental Remedial Investigation and 2 Supplemental Feasibility Study("SRUSFS"),which confirmed that environmental media at the Site 3 contain concentrations of hazardous substances above applicable MTCA cleanup levels,and which 4 characterized the Site adequately for cleanup activities. 5 7. WHEREAS,the application of MTCA Method C cleanup levels is appropriate for 6 soiLs at the Site. 7 g. WHEREAS,this Decree promotes the public interest by expediting cleanup activities g at and near the Site and by facilitating the redevelopment and reuse of the Site for industrial and/or 01 9 other uses consistent with applicable zoning and comprehensive plan designations. ri ea 10 9. WHEREAS,Zelman has offered to further certain Ecology gods as provided in this p11 Decree,in exchange fora covenant not to sue and protection from contribution under MTCA. rq i` 12 Among other things,Zelman will perform the remediation specified in the Cleanup Action Plan 13 ("CAP"),attached to this Decree as Attachment C. 14 10. WHEREAS,Zeln en's plans for the redevelopment of the Site are not likely to 15 aggravate or contr'ute to contamination at the Site,interfere with remedial actions that may be 16 needed on the Site,or increase human health risks to personator in the vicinity of the Site. 17 11. WHEREAS,this Decree will provide a substantial public benefit by promoting the 1 g cleanup,redevelopment,and reuse of contaminated urban industrial property,and will yield 19 substantial new resources for cleanup. The implementation of this Decree will prevent migration of 20 contaminants to Springbrook Creek,a salmonid stream that traverses the Site,as well as wetland 21 areas located on or adjacent to the Site. 22 12. WHEREAS,Zelman's implementation of the CAP will lead to a more expeditious 23 cleanup o • 24 f hazardous substances at the Site than would otherwise occur,and will promote protection of the public health and the environment. 25 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-4 sar rioNowTLsaau LI P 7M MTH AVDKIII MAU Ur WTRLMAYIN NON f11ILL7*A TflDIIONL pat)Cf•ryP i t :r j.r • - ••• .- • •• • • .,.• •..:.A.y..-HY.X•w/,'-'i•.<•-..NeF._....,iK..u.-�.,A-..•)n.-e_L iYu�.'.u,.el• /i- o.cr•�},s.-Jui+•4a5�.1.a.K w� 1 13. WHEREAS,without adjudication or admission of any issues of fact,the parties have • 2 agreed that settlement will promote the public interest. 3 14. WHEREAS,the Court is fully advised of the reasc.s for entry of this Decree,ark, 4 good cause having been shown: • 5 IT IS HEREBY ORDERED,ADJUDGED,AND DECREED AS FOLLOWS: 6 L AUTHORITY,JURISDICTION,AND VENUE 7 15. This Court has authority under MTCA,Ch.70.105D RCW,to resolve the liability of • 8 the parties to this Decree. 9 ' 16. This Court has jurisdiction over the subject matter and over the parties pursuant to 0 N 13 MTCA,Ch.70.105D RCW. Venue is proper in King County pursuant to RCW 70.105D.050(5)(b). ors r 11 17. Autho.-ity is conferred upon the Washington State Attorney General by RCW 12 70.105D,040(4Xa)and RCW 70.105D.040(5)to agree to a settlement with any potentially liable 13 person "PLP" notice and("PLP*)•d after public hearing,Ecology finds the proposed settlement would lead 14 to a more expeditious cleanup of hazardous substances in compliance with cleanup standards under 15 RCW 70.105D.030(2Xd). RCW 70.105D.040(4)and RCW 70.105D.040(5)require that such a 16 settlement be entered as a consent decree issued by a court of competent jurisdiction. 17 18. Ecology has determined that hazardous substances have been released at the Site. 18 Ecology has not determined that Zeltnan is a PLP for the Site and Zelman has certified that it is not 19 currently liable with respect to tare Site under Ch.70.105D RCW. Were Zelman to acquire an interest 20 in the Site,however,it could become a PLP as an owner or operator under RCW 70.105D.040(1)(a)- 21 This Decree is'uttered prior to Zelman's acquisition of the Site in order to resolve Zelman's potential . 22 liability for the brown or suspecxvxl on-Site contamination described in the SRI/SFS,the CAP,and/or 23 other environmental investigations of the Site,and to facilitate a more expeditious cleanup at the Site 24 than otherwise would occur. This Decree is entered pursuant to the authority set forth in RCW 25 70.I05D.040(5). 26 . . • PROSPECTIVE PURCHASER CONSENT DECREE • . RE:STERNCO PROPERTY,RENTON,WA-5 rnanuNoAnssamuaut r s�irni*VONA rni,." m*nu.vewra7011 11104• +v.o+.4,Mc p.ga►+s . - • • • vvi rwr,..- •.Tf t. L CF'=r. !•y3•• - • ♦p� � . it • • ," • 3 • 1 19. By entering into this Decree,Zelinan agrees not to challenge Ecology's jurisdiction in 2 any proceeding to enforce this Decree. Zelman consents to the issuance of this Decree and has 3 agreed to perform cleanup and to pay oversight costs as specified in this Decree. All attachments 4 referenced in this Decree are incorporated herein as parts of this Decree. 5 1L DEFINITIONS 6 20. Unless otherwise expressly provided herein,terms used in this Decree that are defined 7 in MICA or in regulations promulgated thereunder shall have the meanings assigned to them in g MTCA or in such regulations. Whenever terms listed below are used in this Decree,the following 9 definitions shall apply: H 10 "Decree"shall mean this Decree and all attachments hereto. In the event of conflict between N el 11 this Decree end any attachment,this Decree shall control. • i 12 "Paragraph"shall mean a portion of this Decree identified by an Arabic numeral. 13 "Section"shall mean a portion of this Decree identified by a Roman numeral and including one 14 or more Paragraphs. 15 "Site"shall mean the Sterne Proc-rty located in Renton,Washington. The Site consists of 16 fourteen legal parcels. Legs;descriptions for these parcels are attached as Attachment A. The Site is 17 a facility as defined in RCW 70.105D.020(4). 18 "Successor in Interest and Assign"shall mean any person who acquires an interest in the Site 19 through purchase,lease,transfer,assignment,or otherwise,and who becomes a party to this Decree, • 20 as provided in Sections X and XI. 21 ID. .DESCRIPTION OF SITE 22 21. The Site is located in Renton,Washington,and consists of approximately 45 acres. 23 The Site is bounded by Southwest 43rd Street to the south,and Oaksdale Avenue Southwest to the 24 east. The Site consists of the former"Sternco Renton"and"Sternco Industrial Renton"properties. • 25 The Sternco Renton property consisted of the northernmost 12 acres of the Site,while the Stemco 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-6 vaasroerWna.sun UP *I flTTAWIR I arrl Si UATTLI,IVADOMOIVII NI'-* TIIO11pLLr11)11)11/1 1Atli11C1 p1)W- .• • } :c far'.;:. x��aa }:�' !r•.�q rx • • • • Industrial Renton property occupied the southern 33 acres. A site map and diagram is attached as 2 Attachment B. 3 22. Between approximately 1967 and 1955,the Sternoff Metals Corporation used the Site q to recycle scrap metal and electrical equipment from various sources. Recycled products consisted • 5 primarily of automobiles,electrical wire,storage tanks,and transformers. Areas of environmental 6 concern at the Site are related to these historical operations and include an automobile shredder fluff 7 pile,a wire shredder fluff pile,a transformer handing area,en automobile storage area,and an g aluminum dross deposit located along the Site's access road,as well as natural resources potentially 9 affected by these areas,specifically wetlands located at the western boundary of the Site and PI 10 Springbrook Creek. N H11 23. Sternco Industrial Properties and Sternco Renton Center.are the current owners of the • 12 Site. Robert I.Goodstein was appointed receiver by the King County Superior Court in order to � facilitate a sale of the Site. Zdman has entered into an�;t 13 agreement with Mr.Goodstein to purchase the 14 Site by June 30, 1997. 15 24. The Site has been used for industrial purposes and is zoned Medium Industrial by the 16 City of Renton. The City of Renton has conducted land use planning under Ch.36.70A RCW. The 17 hazardous substances in soil that will remain on portions of the Site after the remedial action has been 18 completed pursuant to this Decree will not pose a threat to human health and the environment. 19 25. Zelman intends to facilitate the redevelopment of the Site for industrial and/or 20 commercial uses,consistent with applicable City of Renton zoning provisions and comprehensive plan 21 designations. 22 26. SEACOR conducted a remedial investigation and feasibility study at the Site in 1991, 23 which provides information on Site characteristics and the nature and extent of contamination at the 24 Site Zelman's contractor,Hart Cromer,completed an SRI/SFS in 1997. Zelman's study and a 25 summary of the prior SEACOR analysis and its utilization are presented in the SRJJSFS and CAP. 26 PROSPECTIVE PURCHASER CONSENT DECREE • RE:STERNCO PROPERTY,RLNTON,WA.7 RUSTON LM-N4s1111.1yLEY ILIUM Q.Lin.L VA T I MIK1� ' TUMOR&o16e3.170 -• rel01I11 Con aft .. _ .. .-.�.-car-91�4'�-�..M1q:.Fti.....v.,..i.........-.....iu....r:...w.udlN'1..61d+�bnn�Yi•.M:Fw_�'+'�:l�.tiWiJ • • 27. The primary hazardous substances at the Site that exceed MICA Method C or other 2 applicable cleanup levels are base-acid-neutral and phenolic compounds,PCBs,various priority 3 pollutant metals,polycyclic aromatic hydrocarbons("PAH?),and total petroleum hydrocarbons 4 ("TPH"). The locations of these contaminants are generally associated with the historical use areas at • 5 the Site. 6 2S. As documented in the SRI/SFS and CAP,the remedial action to be implemented at the 7 Site includes the treatment,excavation,disposal,and/or recycling of hazardous substances. g However,treatment,excavation,disposal,and/or recycling of all hazardous substances at the Site is j g not practicable. The remedy for the Site includes,therefore,elements of on-site containment,through H10 on-site capping,as set forth in the CAP. The remedy includes monitoring and institutional controls as it 11 required by WAC 173-340-360(Sxb). • ' N 12 IV. DESCRIPTION OF PLANNED PROJECT 13 29. Zelman proposes to acquire the Site through purchase pursuant to a contract dated 14 August 13, 1996. 15 30. Zelman proposes to clean up and facilitate the redevelopment of the Site for industrial 16 and/or commercial uses,consistent with the City of Rerrton's zoning and comprehensive plan 17 designations for the Site. Zelman will complete the cleanup of the Site in accordance with the CAP ig attached as Attachment C and vtcrh the scope of work and schedule set forth therein. 19 31. Zelman's proposal will ensure the cleanup of approximately 45 acres and mitigate • 20 existing exposure pathways at the Site. The cleanup of the Site will prevent migration of 21 contaminants to Springbrook Creek,a salmonid stream that traverses the Site,as well as wetlands 22 located un and adjacent to the Site. ^ 23 32. Based on the SRI/SFS and documents referenced therein,Ecology has determined that 24 remedial action is required at the Site and that the investigations conducted allow selection of 25 26 • PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON.WA•8 nwrwwtzssatuscy VI RPMAVW; MAIL• YAmL WASCIPSITINI■LM.W 11 L OM VIM rAClWwe,ILt can atom• • na . .,v,is [ y! \, 14 fib' Z. 1. ._ .. ..�..^.� .. .•. . .. - fiery'• .. .. _ •- ..� • one - r,,- YA -; • • • remedial alternatives. Zelman will conduct a remedial action at the Site in accordance with this 2 Decree. 3 33. Unless Ecology and Zndmat agree otherwise in writing,the provisions of this Decree 4 shall not apply if Zelman or its Successors in Interest and Assigns have not commenced the • • 5 remediation program required by Section V of this Decree within one year of the effective date of this 6 Decree,or ifZelman or its Successors in Interest and Assigns have not completed the work set forth 7 in the CAP,with the exception of the maintenance of institutional controls or groundwater • g monitoring,if any,within three years of the effective date of this Decree. This paragraph shall not . 9 apply ifZelman establishes to the satisfaction of Ecology that Zelnar's failure to commence or ;Jon• 10 complete the work set forth in the CAP within the time limits established in this paragraph is excused l l by good cause,as defined in Paragraph 75. 12 V. WORK TO BE PERFORMED H 13 34. Pursuant to this Decree,Zelman shall implement a remedial action at the Site and 1-4 14 thereby protect public health,welfare,and the environment from the known release or threatened • • tit is release of hazardous substances at,on,or from the Site. Zeiman will complete the cleanup activities 16 at the Site,as described in detail in the CAP attached as Attachment C and the scope of work and 17 schedule set forth therein. 18 35. Zelman,through its contractors)and subcontractor(s)as necessary, shall accomplish 19 the followir.g tasks: • 20 A. Zehnan shall obtain any and all state,federal,or local permits required by 21 applicable law before commencing the remedial action at the Site,except as provided in Section XIX 22 B. Pursuant to WA(:173-340-810.Zelman shall prepare a Site Safety and Health • 23 Plan in accordance with the most recent OSHA,WISHA,Department of Ecology,and EPA guidance 24 and applicable regulations,to be reviewed by Ecology. • 25 • 26 • PROSPECTIVE PURCHASER CONSENT DECREE . • RE:STERNCO PROPERTY.RENTON,WA-9 PILETIVH GAM E LIS LI-P • 7111V11f AMNIA MITI 7 tGfl1L AAS100101 M1167A TaLIN1fML OORaafflr • .- • ,.'.Y.�S^ .{�i.y�. .•.•>.F.'a.rj'•'-.�.. ;� v .'h-..{_i,i, ar ➢ •r tr�,.�^_ v ...•ur•:':l.• 1 • ._ ,:' ::r';r'�',,�*`.• =:4y.'" .�" M+.fl 'rj r:-,�i".7.. .'ty�''J�, _ .r..w...-JM.'r�.' ;��iM • `:s:':.y�r'}4Tr.�i'•',:`+'M; ':'`3u,t; 1,:t�_"-J,•="Z_• ::,-eT:.'u+tr�iii.?:�i�f'.r �y •g ' ,;=• -. •>r:' _ ,i•:L',i,+;%r,F?ate.;"r,: Yr..�K.:','�ti'-.•,4 r.•, . j.{qM;�phirq,�u:/:'1ia!n /tir. sbbauy�• - _ __ J;ai�^_..__.c..l<��:1t.�.• • • • • • • 1 C. Zelman shall prepare an engineering design report,construction plans and • 2 specifications,and an operation and maintenance plan for the remedial action that meet the 3 requirements of WAC 173-340-400(4),to be approved by Ecology. Upon approval,the engineering 4 design report,construction plans and specifications,and operation and maintenance plan shall become 5 integral and enforceable parts of this Decree,and shall be complied with by Zelman. 6 D. Zelman shall prepare a compliance monitoring plan that meets the requirements 7 of WAC 173-340-410 and WAC 173-340-720 through-750,to be approved by Ecology. Zelman g shall conduct monitoring in accordance with the approved plan. Upon approval,the compliance • 9 monitoring plan shall become an integral and enforceable part of this Decree. ietr3i 0 E. Zelman shall provide security at the Site designed to prevent entry by I 1 unauthorized persons. Security measures shall be maintained during the duration of this Decree,,Nq 12 unless otherwise agreed to by Ecology. N 13 36. The schedule for performance of the work identified in Paragraph 34 is set forth in the T 14 CAP attached as Attachment C. 15 37. During the operation of this Decree,Zelman or its Successors in Interest and Assigns 16 agree not to perform any remedial actions outside the scope of this Decree unless approved in writing 17 by Ecology. All work conducted under this Decree shall be done in accordance with chapter 173-340 i g WAC unless otherwise provided herein. 19 38. Zehnan and its Successors in Interest and Assigns agree to exercise due care or other 20 higher standard,if required by applicable laws,in the implementation of this Decree. 21 39. For each individual parcel within the Site,Zelman shall record the restrictive covenant 22 shown in Attachment D with the King County Auditor's Office within thirty(30)days ol'the date on i''• 23 which title to that portion of the Site vests in Zebnan,and shall provide Ecology with proof of such 24 recording. 25 . • 26 :: = PROSPECTIVE PURCHASER CONSENT DECREE r RE:STERNCO PROPERTY,RENI'ON,WA-10 ►uaroNactsra ELM ty • ,N TM AVENUE!ACM/Li pN)µ}Ns . :_..-;I•gr a f 7114�i-'� • • ..,..-:L.n.+,wT-.niil+�..L..a•:... .....\r•,.......::J�I.•..a. 'wiiHih FMaY�'�•R,il:,..•FYM�s%h Y:a VI. ECOLOGY COSTS 2 40. Zelman or its Successors in Interest and Assigns agree to pay all costs incurred by .3 Ecology pursuant to this Decree and reL..:d to the cleanup of the Site,except for costs paid pursuant 4 to the Prepurchase Agreement between Ecology and Zelman dated April 9,1997,and all amendments 5 thereto. The costs required to be paid under this Decree shall include work p-rformed by Ecology or 6 its contractors for or on the Site under Ch.70.105D RCW after the issuance of this Decree for 7 investigations,remedial actions,oversight,and administration. Ecology costs shall include costs of g direct activities and the support costs of direct activities as defined in WAC 173-340-550(2). g 41. Zelman or its Successors in Interests and Assigns agree to pay the required amount . • 10 within ninety(90)days of receiving from Ecology an itemized statement of cons that includes a • 11 summary of costs incurred,an identification of involved staff;and the amount spent by involved staff CV 4-4 12 members on the project. A general statement of work performed will be provided upon request. • 13 Itemized statements shall be prepared quarterly. Failure to pay Ecology's costs within ninety(90) 14 .days of receipt of the itemized statement will result in interest charges. 15 VII. DESIGNATED PROJECT COORDINATORS 16 42. The project coordinator for Ecology is: Daniel IL Cargill • Department of Ecology 17 Northwest Regional Office • 18 3190160th Avenue S.E. Bellevue,WA 98008-5452 19 Telephone:(425)649-7023 20 21 The project coordinator for Zelman is: Richard L.Burr Burr&Temkin 22 1080 Market Place Tower 2025 First Avenue 23 Seattle,WA 98121 . Telephone:(206)727-7777 24 43 Each project coordinator shall be responsible for overseeing the implementation of this 25 Decree. The Ecology project coordinator will be Ecology's designated representative at the Site. To 26 - • PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-11 veaITCH aATwk a:.cPi ur WI ISIIIAbD* Earn MO YATR[rAi104m i wMiteu mal maim nasal,pm/ag•Iln • fir;=9 L.m.:.::•.\r•:., ..-,.. - �sf-u.& t-:r• <..I',` Gut :. • • cone-:,r�h✓+•,,,�y:«.,®.e.��_. •.,;.a.t•-�.,.ie.•w.r.�u..e..cv .t-•4Mis r:i^:•�-r'emu•.t.w w4.)-- • • • • • . • ..,...„a mne•rs•Xv:•±-srxwrr•wi'f•^n•.'•V•.•.,.y.... the maximum extent possible,communications between Ecology and Zelman or its Successors in 2 Interest and Assigns,and all documents,including reports,approvals,and other correspondence 3 concerning the activities performed pursuant to the terms and conditions of this Decree,shall be 4 directed through the project coordinators. The project coordinators may designate,in writing, • 5 working-level staff contacts for all or portions of the implementation of the work to be performed 6 under Section V of this Decree, The project coordinators may agree to minor modifications to the 7 work to be performed without formal amendments to this Decree. g 44. Any party may change its respective project coordinator. Written notification shall be • g given to the other party at least ten(10)calendar days prior to the change. 10 VID. PERFORMANCE 11 45. All work performed pursuant to this Decree shall be tinder the direction and Sj 12 supervision,as necessary,of a professional engineer or hydrogeologist,or equivalent,with experience NI 13 and expertise in hazardous waste site investigation and cleanup. Any construction work performed • tit M14 pursuant to this Decree must be under the supervision of a professional engineer. Zelman or its I` Successors in L.crest and Assignsshall notify Ecologyin 15 trfy writing as to the identity of such 16 engineer(s)or hydrogeologist(s),or others,and of any contractors and subcontractors to be used in • 17 carrying out the terms of this Decree,in advance of their involvement at the Site. • 18 IX. CERTIFICATI0N OF ZELMAN RENTON,LLC 19 46. Zelman represents and certifies that,to the best of its knowledge and belief,it has fully 20 and accurately disclosed to Ecology the information currently in Zelrnan's possession or control that 21 relates to the environmental conditions at and in the vicinity of the Site,or to Zelman's right and title 22 thereto. 23 47. Zelman represents and certifies that it did not cause or contribute to a release or 24 threatened release of hazardous substances at the Site and is not otherwise potentially liable under 25 RCW 70.10SD.040(1),except by becoming an owner of the Site. 26 PROSPECTIVE PURCHASER CONSENT DECREE • RE:STERNCO PROPERTY,RENTON,WA-12 PLUM owrue VIA 111 7M PI/III AVM RIM W 7ItATTLY.IVADIZIOIDIO i101.R7� • TVJffi ROre 631•77M rArami 0Ysm7W • , • :,• 'N 4 it•.' tic + r .�,..{ "tw V-iss,;�, .,+r_�. �L,,c„• a..•',.., - .,_... •:� A j j`. g.. •• . _ .. .. • _ • • jtiryrLN�o-Y_ - k' F IY�.Mp11 .. .. . .. .... •_. ••• • • • • . .. ,_-.......,,....- --.-u.t w6.ti•.�s�..., ,.,:•.r,..,,,r. -.-..,.c+.tr+�u:t:. +-_r s:r_r+Yvt X. CONVEYANCE OF PROPERTY 2 48. The restrictions,obligations,and rights set forth in this Decree shall be binding upon 3 any and all persons who both(1)acquire a property interest in a"cr any portion of the Site;ar..l 4 (2)become Successors in Interest and Assigns by becoming parties to this Decree pursuant to the 5 amendment procedures set forth in Section XL Provided,however,that Zehnan or its Successors in 6 Interest and Assigns who have fee interests in the Site shall retain sufficient access rights in such 7 interests to meet the requirements set forth in Section V of this Decree. Within twenty-one(21) g calendar days of the effective date of this Decree,Zelman shall record a memorandum of this Decree T g with the Recorder's Office for King County,Washington. Zeltuan's conveyance of any property i.. to interest in the Site shall not terminate Zelman's obligations under Section V of this Decree,unless i 11 otherwise agreed to by Ecology in writing and implemented as an amendment to this Decree. In the 12 ' event that Zelman and one or more Successors in Interest and Assigns are parties to this Decree, 13 Zelman and the Successors in Interest and Assigns may determine how to allocate the duties and 14 obligations of this Decree between them,subject to the requirements of this Decree;provided that 15 Zelman shall remain liable for all obligations agreed to in this Decree,unless otherwise agreed to by 16 Ecology. 17 49. Zelman and its Successors in Interest and Assigns may freely alienate their interest,or is any portion thereof in the Site,provided that,at least fifteen(15)days prior to the date of any 19 transfer of all or a portion of any imerest in the Site,Zelman or its Successors in Interest and Assigns 20 shell notify Ecology of the proposed transfer and the names of the proposed trensferee(s)who would • 21 acquire such interest. prior to a transfer of any interest,or portion thereof in the Site,Zelman or its 22 Successors in Interests and Assigns shall serve a copy of this Decree on the proposed transferee(s). 23 50. The Covenant Not to Sue set forth in Section XIV of this Decree shall not be effective 24 with respect to any transferees who fail to erecrrte the Agreement of Successors in Interest and 25 Assigns,attached hereto as Attachment E,or a substantially equivalent document,and follow the • 26 PROSPECTIVE PURCHASER CONSENT DECREE • RE:STERNCO PROPERTY,RENTON,WA-13 nten44 am*ELM W Ul ARM MIKE Pa MO MULL YAYIOIOM MK*" 7ILIPHO :PMI0.7f6 �PAi OS Waal . .. ."{`,•••:: `r"1:•�M),�•'-~.,-:•� _. .. -.•, -'i•3:'=:.t• .. cF\=+,rTi! ~tiC:SVa - :.f • . .,,.,.r�.-et++4'1'i.;.n.a.a.:.r�..ra.._.,...:.-,rw...:..4y-.-.t.•[: ...,w...•-.+see yr�ih�eM4+V'�lt:'�.%kiF!` Krr♦::,• • • 1 amendment procedure set forth in Section XI of this Decree. Pursuant to the Agreement of 2 Successors in Interest and Assigns,Zelman's Successors in Interest and Assigns shall execute 3 certifications substantially equivalent to the certifications set forth in Section IX of this Decree. The 4 failure of Zelman or Successors in Interest and Assigns to timely comply with this Section's 5 notification requirements shall subject such party(ies)to a stipulated penalty of 11,000. However, 6 this penalty does not in any way alter the rights and obligations of such party(ies),as set forth in this , 7 Decree,including Ecology's reservation of rights under Sections XIV this Decree. The penalty stated cra g above may be waived by Ecology at its discretion. g XL AMENDMENT OF CONSENT DECREE;ADDING NEW PARTIES TO DECREE Ot10 51. This Decree may only be amended by a written stipulation among the parties to this Decree that is thereafter entered and approved by order of the Court,except as provided in 12 Paragraph 53. Such amendment shall become effective upon entry by the Court,or upon a later date, 13 if such a later date is expressly stated in the pasties'written stipulation or the Court so orders. 14 52. Amendments may cover any subject or be for any purpose agreed to by the parties to 15 this Decree,including for the putpose of naldng proposed Successors in Interest and Assigns new 16 parties to the Decree. If Ecology determines that the subject of an amendment requires public input, 17 Ecology shall provide thirty(30)days public notice prior to seeking entry of the amendment by the fl Court. Ecology agrees that an amendment to make proposed Successors in Interest and Assigns 19 parties to this Decree does not by itself require public notice or comment. 20 53. As part of the notice to Ecology required by Section X of this Decree,when Zelman • . . 21 or Successors in Interest and Assigns contemplate conveyance of an interest in the Site,and the 22 proposed Successors in Interest and Assigns agree to become parties to this Decree,the proposed 23 Successors in Interest and Assigns shall request that the Decree be amended as provided for in this 24 paragraph. The amendment to the Decree may be in the form of Attachment E,"Agreement of 25 Successors in Interest and Assigns,"or a substantially equivalent document. Ecology may only 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY.RENTON,WA-14 o-7snON OATES aswsrl► • • IVMAVOW rYlR sow I'!C sums,WAppn vw RJI4 7111110.1.0116)013.7/• FACiILL•(314)In r 4 • .. - . _ • .fig r - 1 ._....rSf.•:F tt^;SSA Y':t•� ^ •- • ., • • w:t�l.s�r,+rv-:a+,eew...•.ys..r�...,�r.�.�•zr....—..,.......qua�4•+r�:�M+.Ri+rev_+Uf••F'fi•�f+MLW..xa�:.:.1v«.a 1 withhold consent to an amendment making proposed Successors in Interest and Assigns party to this 2 Decree if Ecology provides written notification to the party or parties notifying Ecology of the 3 proposed transfer in interest pursuant to Section X of this Decree finding that Zelman or its 4 Successors in Interest and Assigns are in violation of,or will be in violation of a material term of the 5 Decree. Provided,however,that Ecology shall not withhold consent to an amendment making 6 proposed Successors in Interest and Assigns parties to the Decree on the basis that their proposed use 7 fails to provide a public benefit or expedite cleanup,so long as such proposed use is consistent with g applicable City of Renton zoning provisions and comprehensive plan designations,and any restrictive 9 covenants established pursuant to this Decree. Such written notification must be received within 10 thirty(30)days of the date Ecology was notified of the proposed transfer. If Ecology does not '"I I provide erch notification within thirty(30)days,the Court is authorized to enter the amendment 12 without further action by Ecology. Provided,however,that the failure of Ecology to comment within r. 13 thirty(30)days does not compromise or affect any rights Ecology may have under this Decree, 14 MTCA,or other applicable law. 15 XE DISPUTE RESOLUTION 16 54. In the event a dispute arises as to any approval,disapproval,proposed modification,or 17 any other decision or action by Ecology's project coordinator or by Ecology with respect to this is Decree,the parties shall use the dispute resolution procedure set forth below. 19 A. Upon receipt of the Ecology project coordinator's decision,Zelman or its 20 Successors in Interest and Assigns shall_have fourteen(14)days to notify Ecology's project ' P1 coordinator of any objection to the decision. • 22 B. The parties'project coordinators shall ll then confer in an effort to resolve the '" • 23 dispute. If the project coordinators cannot resolve the dispute within fourteen(14)days,Ecology's 24 project coordinator shall issue a written decision. " 25 • 26 • PROSPECTIVE PURCHASER CONSENT DECREE • RE:STERNCO PROPERTY,RENFON,WA•15 POSTON aATaa a nun IL/ 7N 7Vr11AYVIA IT1 .• • ' Sums WAMINUT II unborn 014103.71A • '•o r.A - - - • : tip ,,P • • • . I • C. Zelman or its Successors in Interest and Assigns may then request Ecology 2 management review of the decision. This request shall be submitted in writing to the Tonics Cleanup 3 Program Manager within seven(7)days of receipt of Ecology's project coordinator's written decision. 4 D. Ecology's Toxics Cleanup Program Manager shall conduct a review of the 5 dispute and shall issue a written decision regarding the dispute within thirty(30)days of the request 6 for review by Zelman or its Successors in Interest and Assigns. The Toxics Cleanup Program 7 Managers decision shall be Ecology's final decision on the disputed matter. • g 55. If Ecology's final written decision is unacceptable to Zelman or its Successors in • 9 Interest and Assigns,Zelman or its Successors in Interest and Assigns shall have the right to submit • T10 the dispute to the Court for resolution. The parties agree that one judge should retain jurisdiction 11 over this case and shall,as necessary,resolve any dispute arising under this Decree. • rl 12 56. The parties may agree to substitute an Alternative Dispute Resolution('ADR") 13 process,such as mediation,for the formal dispute resolution process set forth in this section. 14 57. The parties agree to use the dispute resolution process in good faith and to expedite, 15 to the extent possible,the dispute resolution process whenever it is used. When either party uses the 16 dispute resolution in bad faith or for purposes of delay,the other party may seek sanctions. 17 58. The implementation of these dispute resolution procedures shall not provide a basis for • 1 g delay of any activities required in this Decree,unless Ecology agrees in writing to a schedule 19 extension or the Court so orders. 20 MEL CONTRIBUTION PROTECTION 21 59. With regard to claims for corraibution against Zelman or its Successors in Interest and • 22 Assigns for matters addressed in this Decree,Ecology agrees that Zelman and its Successors in 23 Interest and Assigns are entitled to protection from contribution actions or claims as is provided by 24 MTCA,RCW 70.105D.040,or as is otherwise provided by law. For the purposes of this section, 25 "matters addressed"shall include all past and future aspects of the investigation and remediation of 26 • • PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-16 sassrON CIAmna ILLS W 7�I PPTA AVec tllnime • RAMS.WAUel01[M■ML1A • TELLPHOMa C00011Ui VACL ail m7132 At,'• .,ti • • • • • • 1 the known or suspected environmental contamination at or from the Site,whether performed by Ecology or other parties. 3 XIV. COVENANT NOT TO SUE UNDER MICA;REOPENERS • 4 . 60. In consideration of compliance by Zeman or Successors in Interest and Assigns with • 5 the terms and conditions of this Decree,Ecology agrees that compliance with this Decree shall stand • 6 in lieu of any and all administrativedegal,and equitable remedies and enforcement actions available to 7 Ecology against Zelman or Successors in Interest and Assigns for the release or threatened release of g known or suspected hazardous substances at the Site covered by the terms of this Decree. 9 A. : In the followingcircumstances the State Wa shington of may et 10 exercise its&II legal authority to address releases of hazardous substances at the Site notwithstanding • N I i the Covenant Not to Sue set forth above: r4 2 12 1. In the event Zeman or Successors in Interest and Assigns fail to • {. 13 comply with the terms and conditions of this Consent Decree,including all attachments,and,after 14 written notice of noncompliance,fail to come into compliance. • 15 2. In the event new information becomes available regarding factors 16 previously unknown to Ecology,and Ecology determines,in light of this information,that further 17 remedial action is necessary at the Site to protect human health or the environment,and Zelman or 1 a Successors in Interest and Assigns after notice,fail to take the necessary action within a reasonable 19 time. For purposes of this subparagraph,'factors previously unknown to Ecology"shall mean Y0 contamination unknown or undocumented at the time of this Decree. Factors previously unknown to 21 Ecology shall not include any information related to the presence of,extent of or impacts from the 22 hazardous substances identified at the Site,as set forth in the final SRI and the SEACOR RUFS. 23 3. In the event the remedial action conducted at the Site fails to meet the 24 requirements set forth in the CAP and Section V of this Decree. 25 • 26 PROSPECTJVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-17 • wt7ssrodw711 ru 7.1 RIM OWL' SIAMIVAaaVOIW IIaN. 1T MINIM Pig COMM MCOIlt w m.w2 • ..... - M .mow..•. .t r 4:' • '" � " ,• saes • • • • 1 B. Applicability. The Covenant Not To Sue set forth above shall have no 2 applicability whatsoever to: 3 I. Criminal liability; 4 2. Liability for damages to natural resources; 5 3. Any Ecology action against PLPs not party to this Decree;and 6 4. Liability for releases of hazardous substances occurring slier the entry 7 of this Decree other than releases,if any,occurring pursuant to the CAP and remedial program • g authorized by this Decree. 9 XV. ZELMAN RENTON,LLC'S RESERVATION OF RIGHTS 10 61. Zelman and any Successors in Interest and Assigns reserve all rights and defenses that n11 they may have and that are not otherwise Addressed in this Decree. Entry into this Decree by Zelman 0.1 12 or Successors in Interest and Assigns is not an admission of any findings of fact or of any liability on H 13 their part. 14 . 62. Except as provided herein for Zelnran and•Successors in Interest and Assigns,this • 15 Decree does not grant any rights or affect any liabilities of any person,firm or corporation,or any 16 subdivision or division of state,federal,or local government. 17 XVL DISCLAIMER 18 63. This Decree does not constitute a representation by Ecology that the Site is fit for any 19 particular purpose. 20 XVEL RETENTION OF RECORDS • 21 64. Zehnan or its Successors in interest and Assigns shall retain all records,reports, 22 documents,and underlying data in its possession relevant to the implementation of this Decree during 23 the pendency of this Decree and for a period of ten years following the termination of this Decree 24 pursuant to paragraph 81,and shall insert in contracts with project contractors and subcontractors a 25 similar records retention requirement. Upon request of Ecology,Zelman or its Successors in Interest 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-IB nwroosnsa awn LIP ,tirrt s D/.1TL;MAYipnp//p1�7111 lADNOIM 0111)Q04 ►NcmILL pen mom . •,;1:. • •�' .4ra: rut i 4* ,alai f.. . max. � j • 4n.-.-,.2,..1a4},7...f.4 4."4,4 C,49.14,:brea71Y++ • 1 and Assigns shall make all non-archived records available to Ecology and allow Ecology access for 2 record review. All archived records shall be made available to Ecology by Zeeman or its Successors 3 in Interest and Assigns within a tessera' period of time. 4 XVIII SITE ACCESS 5 65. Zelman and Successors in Interest and Assigns grant to Ecology,its employees, 6 agents.contractors,and authorized representatives,an irrevocable right to enter upon the Site,with • 7 reasonable notice and at any reasonable time,for purposes of allowing Ecology to monitor or enforce g compliance with this Decree. The right of entry granted in this Section is in addition to any right 9 Ecology may have to enter onto the Sitepurulent purant to specific statutory or regulatory authority. 1 0 Consistent with Ecology's responsibilities under state and federal law,Ecology,and any persons . *1 acting for it,shall use reasonable efforts to minimize any interference with existing uses at the Site 1-4 2 and use all reasonable efforts not to interfere with the operations of any existing uses by any such 13 entry. In the event Ecology enters the Site for reasons other than emergency response,Ecology 11/ 14 agrees that it shall provide reasonable advance notice to Zelman or its Successors in Interest and • • 15 Assigns of any planned entry,as well as the schedules and locations of Ecology activity on the Site. • 16 Ecology further agrees to accommodate reasonable requests that it modify its scheduled entry or 17 activities at the Site. . 18 66. Notwithstanding any provision of this Decree,Ecology retains all of its access 19 authorities and access rights,including enforcement authorities related thereto,under MTCA and airy 20 other applicable state statute or regulation. Nothing in this Decree shall limit any right of access • 21 Ecology may have concerning releases of hazardous substances not addressed by this Decree. • • 22 XDX OTHER APPLICABLE LAWS • 23 67. All actions carried out by Zeeman or Successors in Interest and Assigns pursuant to • 24 this.Decree shall be done in accordance with all applicable federal,state,and local requirements, 25 including applicable permitting requirements. Pursuant to RCW 70.105D.090(1),the known and 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-19 RUSTON GAM IUDs W Rfni YARLLIY,tMMIM M,1Iad- N •MINIM:Ag123.7fo Fall Core m7m n},• • • • • -. . . •' • ��+�• �-:.• iv? n,' .l1A G .,....-...�++n•.a: n:wtrw?.:..,v.w..:.-w.,.s...-•.ate -,�.+:..�......,.-..«.en.....ra.�.il`:�„c�-�.—" I applicable substantive requirements of Chapters 70.94,70.95,70.105,75.20,90.48,and 90.58 RCW, • 2 and any laws requiring or authorizing local government permits or approvals for remedial action,have 3 been included in the CAP and are incorporated by reference here as binding and enforceable 4 requirements in this Decree. In the event Ecology determines,or Zelman or its Successors in Interest 5 and Assigns become aware,that additional permits addressed in RCW 70.105D.090(l)are required 6 for the remedial action set forth in the CAP,Zelman or Successors in Interest and Assigns will be • 7 required to consult with the appropriate state or local jurisdictions and provide Ecology with written g documentation from those jurisdictions of substantive requirements those agencies believe are 9 applicable to the remedial actions,prior to conducting the remedial action. The additional •. ram, Q� 10 requirements shall become enforceable requirements of the work to be performed under this Decree. N 11 Ecology shall ensure the:public notice and opportunity for comment is provided. eNt 12 68. Pursuant to RCW 70.1 O5D.090(2),in the event that Ecology determines that the e!t S 13 exemption from complying with the procedural requirements of the laws referenced in RCW 14 70.105D.090(1)would result in the loss of approval from a federal agency necessary for the state to 15 administer any r.Jere!law,such exemption shall not apply and Zelman or Successors in Interest and 16 Assigns shall comply with both the procedural and substantive requirements of the laws referenced in ' 17 RCW 70.105D.090(1). 18 XX. SAMPLING,DATA REPORTING,AND AVAILABILITY 19 69. With respect to the implementation of this Decree,Zelman or Successors in Interest 20 and Assigns shall make the results of all sampling,laboratory reports,and/or test results generated by 21 it,or on its behalf available to Ecology and shall submit these results in accordance with Section XXI • 22 of this Decree. 23 70. If requested by Ecology,Zelman or Successors in Interest and Assigns shall allow split 24 or duplicate samples to be taken by Ecology and/or Ecology's authorized representatives of any • • 25 samples collected by Zelman or Successors in Interest and Assigns pursuant to the implementation of 26 . PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-20 traam►ieratssarune, QATn.L VA>i0101d1 MIµ71t =M OMpenm7fU C • - _ .. . '. .. :*. • this Decree. Zelman or Successors in Interest and AssignsS shall notify Ecology at least five(5) 2 working days in advance of any sample collection or work activity al the Site. Ecology shall,upon 3 request,allow split or duplicate samples to be taken by Zelman o-Successors in Interest and A signs, 4 or their authorized representatives,of any samples collected by Ecology pursuant to the 5 implementation of this Decree,provided it does not interfere with the Department's sampling 6 Without limiting Ecology's rights under Section XVIII,Ecology shall endeavor to notify Zelman or 7 Successors in Interest and Assigns at least five(5)working days prior to any sampling collection g activity. 9 XXL PROGRESS REPORTS 10 71. Zelmaa or Successors in Interest and Assigns shall submit to Ecology written monthly II progress reports that describe the actions taken during the previous month to implement the rig 12 requirements of this Decree. The progress reports shall include the following information: tY 13 A. A list of on-Site activities that have taken place during the month; ?, 14 B. Detailed description of any deviations from required tasks not otherwise 15 documented in project plans or amendment requests; 16 • C. Description of all deviations from the schedule`during the current month and 17 any planned deviations in the upcoming month; 18 . D. For any deviations in schedule,a plan for recovering lost time and maintaining 19 compliance with the schedule; 20 E. All data(including laboratory analyses)which,after the QA/QC program has 21 been performed,have been received by Zelman or Successors in Interest and Assigns during the part 22 month and an identification of the source of the samples;and 23 F. A list of deliverables for the upcoming month if different from the schedule. 24 72. All progress reports shall be submitted by the fifteenth day of the month in which they 25 are due after the effective date of this Decree. Unless otherwise specified,progress reports and any 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-21 Parsru+amss a awrf n19 le 7PIN Avnes •fil! CE TTLR WAAm10RM NIN.1= TLAl10Nl OM1 fn.ffel 1001,111 t PA)MAIM• r'W� <.� .� Lx; 7* . _ :J,,: ,,;, .,...,: .anal. .�.k .ti' 4�.. � :. ! f--.+ Y:+:= ,. _. t rid-_} '.5 -e_ r :, i.-. _ ;:z;r, j,;1";r�,?� . .S ..• • • -•.. -, -:Y*n% ti+n•�ir,4t`gr) "F r%�fia e •F--�kswit yq^` 7.. ''r'T'^: . ;;7„ .,,,, :, ,r,-.-..�. • .. .�i:-.+Yii�a'�MP4+'yVIFfN!•Yiti'i++icy W aY.4.S.�`.ict.N.u15M4M • . , - ,:-.:•:its(,.. .. • i other documents submitted pursuant to this Decree shall be sent by certified mail,return receipt 2 requested,to Ecology's project coordinator. 3 • XXIL EXTENSION OF SCHEDULE 4 73. An extension of schedule shall be granted only when a request for an extension is 5 submitted in a timely fashion,generally at least thirty(30)days prior to expiration of the deadline for 6 which the extension is requested,and when good cause exists for granting the extension. All • 7 extensions shall be•requested in writing. The request shall specify the reason(s)the extension is g needed. t r; ' 9 74. An extension shall only be granted for such period of time as Ecology determines is 10 reasonable under the circumstancesC's . A requested extension shall not be effective until approved by tin 11 Ecology or the Court. Ecology shall act upon any written request for extension in a tamely fashion. It "I 12 shall not be necessary to formally amend this Decree pursuant to Section XI when a schedule ra 13 extension is granted. i 14 75. The burden shall be on Zelman or Successors in Interest and Assigns to demonstrate 15 to the satisfaction of Ecology that the request for such extension has been submitted in a timely 16 fashion and that good cause exists for granting the extension. Good cause includes,but is not limited 17 tc,the following:(1)circumstances beyond the reasonable control and despite the due diligence of 18 Zelman or Successors in Interest and Assigns,including delays caused by unrelated third parties or 19 Ecology,such as(but nut limited to)delays by Ecology in reviewing,approving,or modifying . 20 documents submitted by Zelman or Successors in Interest and Assigns;or(2)Acts of God,including 21 fire,flood,blizzard,extreme temperatures,storm,or other unavoidable casualty,or(3)endangerment ' • 22 as described in Section XXIII. ' A. 23 However,neither increased costs of perfonnance of the terms of the Decree nor changed ir. 24 economic circumstances shall be considered cinamtstanccs beyond the reasonable control of Zelman A' ' =1 25 or Successors in Interest and Assigns. : 26 • 6.: PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-22 MOWN 0A7>0 aII1n t3F : `,. 7M'RH AVelt ■AI1l111 <•.. corm./AVO]V1 U1•i.* �:'ti.• t ACMILL 0 I C1.COMM t, MWfi 019 t1 ft. - - - _r• n&`":.'.e �:% .,4;T �`;l l: ::c;:: .tit.:>;• _ �y.: • - ._-._ .,•`��i•'+f tl_.r:. •,V„aM„ara„rw.,n. .... n, , • _. .1 'Ica _S • 4 . • 76. Ecology may extend the schedule far a period not to exceed ninety(90)days,except 2 where a longer extension is needed as a result of:• 3 A. Delays in the issuance of a necessary permit that was applied for in a timely 4 manner,or • • 5 B. Other circumstances deemed exceptional or extraordinary by Ecology;or 6 C. Endangerment as described in Section XXIII. 7 Ecology shall give Zelman or Successors in Interest and Assigns written notification in a g timely fashion of any extensions granted pursuant to this Decree. • 9 . 701I. ENDANGERMENT r4 10 77. In the event Ecology determines that activities implementing or in noncompliance with v7 11 this Decree,or any other circumstances or activities,are creating or have the potential to create a rid 12 Aga to the health or welfare of the people on the Site or in the surrounding area or to the I T, 13 environment,Ecology may order Zelman or Successors in Interest and Assigns to stop further 14 implementation of this Decree for such period of time as needed to abate the danger or may petition 15 the Court for an order as appropriate. During any stoppage of work under this Section,the 16 obligations of Zelman or Successors in Interest and Assigns with respect to the work under this 17 Decree that is ordered to be stopped shall be.suspended and the time periods for performance of that 1 g work,as well as the time period for any other work dependent upon the work that is stopped,shall be 19 extended,pursuant to Section 7Ot3I of this Decree,for such period of time as Ecology determines is 20 reasonable under the circumstances. 21 78. In the event Zelman or Successors in Interest and Assigns determine that activities 22 undertaken in furtherance of this Decree or any other circumstances or activities are creating an 23 endangerment to the people on the Site or in the surrounding area or to the environment,Zelman or 24 Successors in Interest and Assigns may stop implementation of this Decree for such period of time 25 necessary for Ecology to evaluate the situation and determine whether Zelman or Successors in 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-23 Furrow oA7ir•aLi l]P MI 1W MAVD 1 scant rA o of UIwww raatnR mews . • - . . •.. = 'S.xs'-rg•-x.1 r-T^"1-z:i • • 1 Interest and Assigns should proceed with implementation of the Decree or whether the work • 2 stoppage should be continued until the danger is abated. Zehnen or Successors in Interest and 3 Assigns shall notify Ecology's project coordinator as soon as possible,but no later than twenty-four 4 (24)hours after such stoppage of work,and thereafter provide Ecology with documentation of the • 5 basis for the work stoppage. If Ecology disagrees with Zelman's or Surr. vwrs in Interest and 6 Assigns'determination,it may order Zeman or Successors in Interest and Assigns to resume 7 implementation of this Decree. If Ecology concurs with the work stoppage,Zelman's or Successors g in Interest and Assigns'obligations shall be suspended and the time period for performance of that 9 •work,as well as the time period for any other work dependent upon the work that was stopped,shall Cr: 10 be extended, pursuant to Section XXII of this Decree,for such period of time as Ecology determines 1-1 11 is reasonable under the circumstances. • ``t 12 XXTV IMPLEMENTATION OF REMEDIAL ACTION 13 79. If Ecology determines that Zelinan or Successors in Interest and Assigns have failed 14 without good cause to implement the remedial action described herein and in the CAP,Ecology may, 15 after notice to Zelrnan or Successors in Interest and Assigns perform any or all portions of the 16 remedial action that remain incomplete. If Ecology performs all or portions of the remedial action 17 because of Zelman's or Successors in Interest and Assigns'failure to comply with the obligations 18 under this Decree,Zelman or Successors in Interest and Assigns shall reimburse Ecology for the costs t 9 of doing•ouch work in accordance with Section VI,provided that Zelman or Successors in Interest 20 and Assigns shall not be obligated under this Section to reimburse Ecology for costs incurred for 21 work inconsistent with or beyond the scope of this Decree. • 22 XXV. PUBLIC PARTICIPATION 23 80. The public participation plan for the remediation of the Site is attached as • 24 Attachment F. Ecology shall maintain the responsibility for public participation at the Site. However, • 25 26 PROSPECTIVE PURCHASER CONSENT DECREE RE STERNCO PROPERTY,RENTON,WA•24 PIasrarsaArasLraLAsees Xi NTH AVOWS IUlif)M sum&WIJND1=1,it 7M _ 1K 7IIvlpei pq Cy7!7 �, ter.-•r:.. -.. .., • • • . .. Tir•Y'S -5. ::.. 7; ice;• • • 1 Zelman or Successors in Interest and Assigns shall cooperate with Ecology with respect to the 2 following public participation activities: • 3 A. Prepare drafts of public notices and fact sheets at important stages of the 4 remedial action,such as the submission of work plans and engineering design reports. Ecology will 5 finalize(including editing,if necessary)and distribute such fact sheets and prepare and distribute 6 public notices of Ecology's presentations and meetings; 7 B. Each party shall notify the other parts project coordinator prior to the • g preparation of all press releases and fact sheets,and at least one week before major meetings with the 9 interested public and local governments regarding the remediation of the Site. Likewise,Ecology lc, shall notify Zelman or its Successors in Interest and Assigns prior to the issuance of all press releases I 1 and fact sheets,and before major meetings with the interested public and local governments; 12 C. Participate in public presentations on the progress of the remedial action at the 13 Site. Participation may be through attendance at public meetings to assist in answering questions,or T�I' 14 as a presenter,and 15 D. In cooperation with Ecology,arrange and/or continue information repositories 16 to be located at the City of Renton Public Library,the City of Kent Public library,and Ecology's 17 Northwest Regional Office. At a mininnnn,copies of all public notices,fact sheets,and press • releases,all ]B quality assured monitoring data,remedial actions plans,supplemental remedial planning 19 documents,and all other similar documents relating to performance of the remedial action required by 20 this Decree shall be promptly placed in these repositories. 21 XXVI. DURATION OF DECREE AND RETENTION OF JURLSDICTION; 22 CERTIFICATIONS BY ECOLOGY 23 81. This Decree shall remain in effect and this Court shall retain jurisdiction over both the 24 subject matter of this Decree and the parties for the duration of the performance of the terms and 25 provisions of this Decree for the purpose of enabling any of the parties to apply to the Court, 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-25 rnsMMMN aA7u a ELM n L 101 ISINAra1N {,T1{!I a1A=VAwwmw 1/11iL1A ma'noNL aMmflw .••• ICJ y..• . •.r,. • consistent with the dispute resolution process set forth in Section XII,and the amendment process set 2 forth in Section XI,for such further order,direction,and relief as may be necessary or appropriate to 3 ensure that obligations of the parties have been satisfied. The Decree shall remain in effect until 4 Zelman has received written notification from Ecology that the requirements of this Decree have been 5 satisfactorily completed. Ecology shall provide such written notification or notice of any deficiencies 6 in the completion of the requirements of this Decree within one hundred and eighty(180)days of 7 receiving notice from Zelman or its Successors in Interest or Assigns that the requirements of the 8 Decree have been satisfied. Within sixty(60)days of Zelman's or its Successors in Interest or 9 Assigns'written notice that any noted deficiencies have been corrected,Ecology shall provide written 10 notification that the requirements of the Decree have been satisfied or notice of any deficiencies that .��i . 11 still remain. The provisions set forth in Section XIII(Contribution Protection),Section XIV t7 ,'�1 12 (Covenant Not to Sue Under MTCA;Reopeners),Section XXVIII(Indemnification),and other such 13 continuing rights of Zelman,its Successors in Interest and Assigns,or Ecology under this Decree, 14 shall survive the termination of the Decree pursuant to this paragraph. This Decree shall in no way 15 limit the authority of Ecology to obtain all legal or equitable remedies available against persons not 16 party to this Decree and against all persons,parties or non-parties,for releases of hazardous 17 substances at the Site not addressed by this Decree. 18 82. Certifications by Ecology. In order to facilitate the timely redevelopment of the Site, 19 Ecology shall certify in writing,pursuant to this paragraph,that Zelman or its Successors in Interest 20 and Assigns have completed all cleanup activities that are required pursuant to the CAP,with the 21 exception of the implementation of required institutional controls and the capping,if any,of 22 hazardous substances that will be implemented through the redevelopment of the Site on each of the • 23 following three areas of the Site: (1)that area consisting of parcels H,1,J,K.L.M,and N,as 24 identified in Attachment A;(2)that area consisting of parcels A and D,as identified in Attachment A, Z5 and(3)that area consisting of parcels B,C,E,F,and G,as identified in Attachment A. In order to 26 PROSPECTIVE PURCHASER CONSENT DECREE RE:STERNCO PROPERTY,RENTON,WA-26 'RUM oATTna ELM UP • VI? THAVD&I 0.TTi5/81 T RAM;VAYDg1W 111411.7111 TIIQHIXCL ale 6Lfl11 rAC18111.1.(1110)40.77m • . • 1 obtain such certifications,Zelman or its Successors in interest and Assigns may submit a cleanup 2 verification report to Ecology upon completing all cleanup activities on each of the above-described 3 areas required pursuant to the CAP,with the exception of the implementation of required institutional 4 controls and the capping of hazardous substances,if any. Upon receipt of this report,Ecology will 5 review the work and the report. If Ecology determines that the applicable requirements of the Decree 6 have been met with respect to the subject legal parcels,Ecology will confirm in writing that such 7 requirements have been satisfied. Ecology shall issue this determination or provide notice to Zelman is.ii .. g or its Successors in I»retest and Assigns of any additional work required to be completed on the 9 subject legal parcels within (30) of receivingthe cleanupverification thirty report. After 0) 10 conducting any additional work on the subject legal parcels that Ecology determines is necessary in b• t j i1 order to satisfy the requirements of this Decree,Zelman or its Successors in Interest or Assigns shall rs , 12 submit a revised or supplemental cleanup verification report for Ecology's review. Ecology shall r 13 respond to any revised or supplemental report submitted by Zelman or its Successors in Interest and 14 Assigns by either confirming in writing that the requirements of the Decree have been satisfied with 15 respect to the subject legal parcels,with the exception of the implementation of required institutional ' 16 controls and the capping,if any,of hazardous substances that will be implemented through the 17 redevelopment of the Site or by providing Zelman or its Successors in Interest and Assigns with 1 g notice of any additional work required. Ecology shall issue any such response pursuant to this 19 subparagraph within ten(10)working days of receiving the revised or supplemental cleanup 20 verification report. At its discretion,Zelman may request Ecology's certification with respect to each 21 of the above-described areas as different times or concurrently. • 22 XXVIL PUBLIC NOTICE AND WITHDRAWAL OF CONSENT 23 83. This Decree has been the subject of public notice and comment under RCW 24 7J 105D.040(4)(a). As a result of this process,Ecology has found that this Decree will lead to a 25 26 - . PROSPECTIVE PURCHASER CONSENT DECREE RE.STERNCO PROPERTY,RENTON,WA-27 PRESTONOATES a atsa>LP 7h 77/777 rnue* I . RAt fore YAT71L WASsamti M srisd-NIS mgIIOIR Ole Mf! 'scan&MO Qy7021 -- W C—.•n a'.'. t I a .. ....,... .-, .. • . - • J•ar:.:• I, f y ,et' i `�rN ,. . +, 4Y'... " '• •• " '+...•'.r.'•' ' � : +;a'!tA-, ?-s1jF Pal. • • ...J.......ew1s,^'' •fH�sa...':1H9sv��...a:•.v....i�.(.s'i.-..': :L.,•eYJe:.F.n'4'�W.f+4i•.{ri}isK':�I+W�SY: f�+t.M'H�G1M�[•Ya • • more expeditious cleanup of hazardous substances at the Site,in compliance with applicable cleanup • 2 standards,and is in the public interest. 3 84. If the Court withdraws its consent,this Decree shall be null and void at the option of 4 any pay and the accompanying complaint shall be dismissed without costs and without prejudice. In 5 such an event,no party shall be bound by the requirements of this Decree. This paragraph shall not • 6 create a basis for withdrawal of consent or termination of this Decree other than those created by the 7 terms of this Decree or that exist by operation of law or equity. • 8 XXVHL INDEMNIFICATION 85. Zelman or Successors in Interest and Assignsto'9 agree umderrmify and save and hold the in State of Washington,its employees,and agents harmless from any and all claims or causes of action i i for death or injuries to persons or for loss or damage to property arising from or on account of acts .air 12 or omissions of Zelman or Successors in Interest and Assigns,their office rs,employees,agents,or • 13 contractors in entering into and implementing this Decree. However,Zdmaa or Successors in ▪ 14 Interest and Assigns shall not indemnify the State of Washington nor save nor hold its employees and 15 agents harmless from any claims or causes of action arising out of the negligent acts or omissions of to the State of Washington,or the State's employees or agents,in implementing the activities pursuant to 17 this Decree. • 18 XXDL CLAIMS AGAINST THE STATE • • 19 86. Zelman or Successors in Interest and Assigns hereby agree that they will not seek to 20 recover any costs accrued in implementing the remedial action required by this Decree from the State 21 of Washington or any of its agencies. This paragraph shall not preclude Zelman,however,from • 22 making a claim against the State Toxics Control Account for certain costs incurred in implementing 23 this Decree,to the extent allowed by RCW 70.105D.070 and applicable regulations. Except as • 24 provided above,however,Zelman or Successors in interest and Assigns expressly reserve the right to i•• 25 seek to recover any costs incurred in implementing this Decree from any other PLP. 26 PROSPECTIVE PURCHASER CONSENT DECREE • RE:STERNCO PROPERTY,RENTON,WA-28 .awPoww1111MMluall.v . 1N MTh mess NATI SSW tns#ta,r:pup arms r+n�ai a#gsaim - • •••;••••••••!).4•%:1 -3;1•11,'.4.s' `i•k1Crzt.4‘.. .c.,:?i•A''-'..,;4'isit,:-,5341,-"A.Wic.k.1•4'2,,''''W-L-''-44-7t'l‘r ',••••,••:,•••z!,;', ";.••••,?4,1;',4' . . ••- •...,,•-,":-.`:,:•;_1.1?,ft!!,0 k.,,%*:-..vitirr,t,4"-•‘;&coi5V.k 44F:fft1-17,4-: : ••,--•..„'.4";',k --;',..:-.,•.-'1.4,-:i.i....';; MIMI'S.* Ai•-r".:Trg.fie!)...II...T.14.!,(P..79;17.9A .,.1,:te.:n"?:;‘•!fra%K...,7175.'----.'.7-i't4, 1,1!..,.'''!t4,;',...:*::d-:•=-?......-;,':-.7-,-,:- . • • •,. ..:;.,..4.,_,,.vi_.. 1.1_,,11,,A...,.,..1... 247='I.•,,,,,- - ••:0.'7, .3..•,•-...7-,....... 1.:!:'.'-'.1-'''"'''.::".••'ts..!'"4r.".' '-'-'.-.' ••-;':'".`, ....M4"7-, ":"..:. :.: 42.,.',..,4. ... . . . :,•'...,'S..;.....,':nr.':•'707t:'-ii;V:t.115'?.;filf ell,:.;`:c.;-(i,'''."•;•:.f..;:."!..4*-1:•.!.W',..q",V...,•• •-•":"•'.•'..•74'?". iir4171iff.'/ 4•:i;--..;,%.4rC.k.Vilt,•«-Z-f-'7.414.ii••;2-tiAK.L:':':.-, . .. . ..• • : .......•:',;..:..Z..."1::,::•.'lig..-0;.:;i*Iir :-:: ?,,LI--r- .1;K:-T.1;;;;I•W.....-14.:i'irl .,, - v• ''• 'r" ' •• —7 .s.-.•:i-F.1,7 . V. Ittak'SV "?.• • •......••..L.,:2••.„ ..•;,!.,-.,(,,-.•..,•:'.? •.4.•:•.• ••:-.;••v.,.. ./..I.,,1• •1..P- ... .,,,,... ..,i,,,,,,, . ••••'.7.!,.;%,...: irilt5..ii7.,•:.••iify f"..:..y:,?... ..1.,11.111111P:'•':•",..-',.•:-,t...'\f••::';',..!'e':';`:',.!•.!,-:.".:.Q*1.,i..Kcy,,v,••,. .C.:,..V.5.1i...,:.:3••; ' ••'i C.1••.;•.••'"-'- ' • • •••-• •'','•"" "".".-•"-fi.'f,:',',..‘"fS.,„:1;11S„,,,,._,77.%":".;?-1.t1: 1`,..,_V. ,,,•a?''• -..., •• .:••••;t:!,..••,-,c,-;,,!:•:,,,‘•'•••••,•: ,...•, .i..,..:•,,,,,,i••;,!!.:•'.•'f-.:!.?;•1:,'..''::.!,'.:•';••-•::1:''.`.':,•;.=4"14,`IirolMi•i, 7,7b,-i•pr*,17,4-i1i":'''i ••: •••• • ;,-.7,V::;::....;:,::•".-.••.,-.....'•!..-..;•-t t .;s: •:.,-':''''.'•,',.;''•s':.::',.."',..'•••',`;'5.,•' q-,•`:41,7,,:.!;•.....-Ii:V.,'P2.t.s.0:.:4!dra .2...r... - .. - :-......•...--... - •• • .. • •••• ,•..'•;,, '.?•,..• ,• - ••-••;- --i-. 1-r,•••A''.•-%.''''-:=•:•?•e;11'..W!`..".4.-1,1,''';':-'5. •••-.'" • ' • • . '• ' ------ ."----------I JUL d9' • ---•- ".s.:rAttiffileinT.". .— . RUM:IL trc P.4/22 .. , ._ . " 1 1 . . , ' . I MIZIL ZWECTIVE DATE ..t 1 . . • • • ' 2 87. The effective date of this Dense is dis date on which tide to the Site vests in Zeitnin. .. MIL 2 t IIIT • 3 So ordered this Say—Of ' , 1997. • 4 .. ' • • 5 • Stephan M. Gaddis • . 6 . tuns cauzItY SuForior Court caw , ,..:. .. ... .. • .. . 7 The undersigned specified bel parties eater into*is Prospective Purchaser Consent Decree on the date • ow. , k . 8 • f.t 0) 9 . ZELM/iN RENTON, • • :. 01 , va 10 .S • • ' • T-4 cl 11 ' .14 ri • 12 Date: 7- /- -7 • 13 • 14 • DEPARTMENT OF ECOLOGY 15 By e 16 • Date: 111•1'i 111471 •. . 17 III ATTOB?(EY GENERAL'S OFFICE • :..;" 19 • By ru....,„- . •zets,c:Fr..,) • ... 20 Date: —i•I 1 Cm I.14-4— )- • • 21 . . ..4 •22 . ,..• • . ,. 23 • • •:., . !•,'. 24 . ..„.. ; . • • 1J)% 25 :j.. 26 . .-4.,.. • ' .f.., PROSPECTIVE PURCHASER CONSENT DECREE I's RE:STERNCO PROIPIRTY.RENTON,WA-29 norm mass a Iglu icr . : • los OWN Aram .j-i,.:. mime IsTmira=sruo 11116‘7114 :*16, • • 4111•••=1 -,.i Ilicilaaa ple IMAM 07/20/07 TUB 10:48 (TI/RX NO 02201 ''..--.t. . • • -------' ... ..7-:-.-",--:.,...-?-r!ery_ltib,..;r::,•:.• .,,,..-,....':..:.,,:••37.% 4-toi,,.. 74.: ,.i e"...".:,,i....re,:-. 7:"... .,'...."•!'.:4!::!' f.:::.i. fr .• i 7,-..;;::i ! :.':.1. ., .• ;.:-'....-'i,..-:•.7.',-;-(-77•%,.;:l'-*--;ZI 42, . c 1'. • ig -:•• 4.••• .....?,•• •,,t,, ,••,-;.•-,, ,t-,,,...-,..... .. •...- O • After Recording Return To: Preston Gates&Ellis LLP 701 Fifth Avenue,Suite 5000 Seattle,WA 98104 Attn. Amer Rena T17le • Letter O! 9 GRANTOR: State of Washington,Department of Ecology Cd GRANTEE: Zelman Renton,LLC M maxi a i cower taar g curlsS LEGAL DESCRIPTION-abbreviated form: ra army Q rim air rk karst CC 0) Parcel H RN NW'fii NE 14 Sec 16 rZ3N R146 • Parcel 1 FIN NW 14 Ni.lea SEc. 34,TZ3N RLIE . Parcel! PTN /4 W 1v Al E'I1 .Sct; 3b TZ 3 N R LIE • { r Parcel K Prs. NE$1 AY ,,4 SEc SIG,Tz3 N At{e Parcel L AR /4 Me(+/ ce 3C. T a3N Roe a Parcel M frN ACE r4 A ll.)l4 SE t 3(o Ta N g.y E. .11 IParcel N Frio W411'4 WE tar SEe- 310 Tz3 N IzLfE ^ Additional Icgals on Exhibit A to document I . b ASSESSOR'S TAX PARCLE ID NOS: ' e 23 nCf-clot-is- OS tg g 1 Wit U-) 5lyyP3- (c k(.4 • • 11111 • RECEIVED AIR 1 OM STATE Of WASNINGTON ANovE I.).AEEs DEPARTMENT OF ECOLOGY Northwest Boob al Once,3190-160dr Ave IE.• IeHerue,Washinstaa 90000-5452• 1425)649-7000 August 7,1998 • Mr.Paul Casey 707 Wilshire Blvd.,Suite 3036 Los Angeles,CA 90017 DaerMr.Casey: Re: Sterna)Property,Renton,Washington No Further Action,Parcels H,1,3,K,L,M,and N • This is in response to Anne Rees'June 26,1998,and July 27,1998 letters requesting that Ecology certify that all cleanup activities required under the Cleanup Action Plan(CAP)have been completed for the seven referenced parcels and that no further action is required under the terms of the Prospective Purchaser Consent Decree re:Sternco Property,Renton,Washington C (Decree)and the CAP with respect to such parcels. I have reviewed the Cleanup Verification Report dated June 23,1998 and the Supplemental Cleanup Verification Repast dated July 27,1998,both prepared by Hart Crowser. I find that the previously documented petroleum contamination,identified as the"South Ara" located in • Parcel I and the petroleum contamination discovered in Parcel J have been adequately remediated. All cleanup activities required pursuant to the CAP for Parcels H,I,J,K,L,M,and • N,have been completed. The implementation of the only institutional control applicable to these • parcels,the recordation of the Restrictive Covenant described in Paragraph 39 of the Decree,is also complete. • Based on the information in the Verification Reports,the Supplemental Remedial Investigation, Supplemental Feasibility Study and the limited extent of contamination in two excavations, groundwater monitoring is not necessary in parcels H,1,J,K,L,M,and N. Accordingly,no further action is necessary on these parcels under the terms of the Decree and the CAP. • Please call me at(425)649-7023 if you have any questions regarding this letter. • Sincerely, iel R. ' 11 Toxin Cleanup Program DC:dc cc: Anne Rees,Preston,Gates&Ellis Mark Jobson,Assistant Attorney General F' ,c •. i • �+.!►wa a s FE s4"s' r: ... 4?F '_ • I �,. "1') r•. .. . 1 : . . ;R `` set • i O • • EXHIBIT A • LEGAL DESCRIPTION The land referred to is situated in the State of Washington,County of KING ,and is described as follows: PARCEL H: THE NEST 85 FEET IN WIDTH OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH SIDE OF S.W. 43RD STREET WHICH IS 943.04 FEET EAST OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43, IN SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN . • KING COUNTY, WASHINGTON; THENCE EAST 353.04 FEET, ALONG THE NORTH SIDE OF SAID STREET; THENCE NORTH 562.16 FEET TO SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; THENCE WESTERLY, ALONG THE SOUTH SIDE OF SAID DITCH, 334.12 FEET TO THE EAST LINE OF A 5-ACRE TRACT DEEDED TO WINSTON AS RECORDED IN VOLUME 580 OF DEEDS, PAGE 207, IN KING COUNTY, WASHINGTON; THENCE SOUTHERLY, ALONG SAID LINE, 472.1 PEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONDEMNED IN XING COUNTY SUPERIOR COURT CAUSE • NUMBER 81-2-08117-7 FOR WIDENING OF S.W. 43RD STREET. PARCEL I: • THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OP SECTION • 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, a) WASHINGTON, DESCRIBED AS FOLLOWS: ' BEGINNING AT A POINT ON THE NORTH SIDE OP S.W. 43RD STREET WHICH IS 943.04 FEET EAST AND 30 FEET NORTH OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43, IN SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE EAST 353.04 FEET, ALONG THE NORTH SIDE OF SAID STREET; THENCE NORTH 562.12 FEET TO SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; THENCE WESTERLY, ALONG THE SOUTH SIDE OF SAID DITCH, 334.12 FEET TO THE • EAST LINE OF A 5-ACRE TRACT DEEDED TO WINSTON AS RECORDED IN VOLUME 580 OF DEEDS, PAGE 207, IN KING COUNTY, WASHINGTON: THENCE SOUTHERLY, ALONG SAID LINE, 472.1 FEET TO THE POINT OF BEGINNING; EXCEPT THE WESTERLY 85 FEET THEREOF IN WIDTH; AND • EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81-2.08117-7 FOR WIDENING OF S.W. 43RD STREET. • .r.'d rs .rw.•�.-.a...,a..^- _�.aw •-:.� - '. ;b:i.r-err• „�,y,,y • c;= r f" • • • • • • • _y w�e•+� » R.r_ _ . . . .. . • • 'citriwii n LEGAL DESCRIPTION The land referred to is situated in the State of Washington,County of KING ,and is described as follows: PARCEL J: • THE EAST 393-1/2 PEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OP SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTCW, LYING SOUTH OP SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; EXCEPT THAT PORTION THEREOF FOR S.W. 43RD STREET RIGHT OP WAY; AND • EXCEPT THE SOUTH 20 FEET OF SAID PREMISES CONVEYED TO THE CITY OF RENTON FOR WIDENING OP S.W. 43RD STREET BY DEED RECORDED UNDER RECORDING ELMER 5895689; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81-2-08117-7 FOR WIDENING OF S.W. 43RD STREET. PARCEL K: THAT PORTION OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WII.LAMSITE 6 MERIDIAN, IN KING COUNTY, NASHINGTON, DESCRIBED AS FOLLOWS: • BEGINNING AT A POINT WHICH IS 114 FEET EAST AND 30 FEET NORTH FRCM THE N NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43; in THENCE NORTH 644.78 FEET; f! © THENCE SOUTH 84°34'00" EAST 649.70 FEET; CO THENCE SOUTH 04°37'00" WEST 170 FEET; a) THENCE NORTH 84°34'00" WEST 470 FEET; THENCE SOUTH TO THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; THENCE SOUTHWESTERLY ALONG SAID CENTERLINE TO A POINT EAST OP THE POINT OF BEGINNING; THENCE WEST 130.86 PEET TO THE POINT OF BEGINNING; EXCEPT RIGHT OP WAY FOR SAID DRAINAGE DITCH NO. 1; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81-2-08117-7 POR WIDENING OF S.W. 43RD STREET. • • %� �s 4 ✓ t t • r • s;'� O • • . EXHIBIT q I LEGAL.DESCRIPTION••- •--•—•--• N,I,IYJ{4.•4UI nal"%um,Cvunlyof KING ,and►sdcscribcd' as hollows: • PARCEL L: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, NILLAMETIB MERIDIAN, IN KING COUNTY, WASHINGTON, •DESCRIBED AS FOLLOWS: • BEGINNING AT A POINT WHICH BEARS EAST 556 FEET AND NORTH 30 FEET FROM THE NORTHEAST CORNER OP THE HENRY ADAMS DONATION LAND CLAIM NO. 43 BEING PARTS OP SECTIONS 35 AND 36 IN TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH 308.10 PEET TO THE CENTERLINE OP SPRING BROOK SLOUGH DRAINAGE 1h DITCH NO. 1; THENCE, ALONG SAID CENTERLINE OF DITCH, SOUTH 64°45'00" WEST 89 FEET; CD THENCE SOUTH 48°45'00' WEST 97 FEET; CI THENCE SOUTH 37°24'50' WEST 259.59 FEET TO A POINT WHICH IS DUE WEST OF THE RPOINT OF BEGINNING; THENCE EAST, ALONG THE NORTH MARGIN OF COUNTY ROAD, 311.14 FEET TO THE 511 d POINT OF BEGINNING; EXCEPT RIGHT OF WAY FOR SAID DRAINAGE DITCH RIGHT OF WAY; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81-2-08117-7 FOR WIDENING OF S.N. 43RD STREET. PARCEL M: THAT PORTION OF SECTION 36, TOWNSHIP 23 NORTH, RANCE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY: WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 114 FEET EAST AND 30 FEET NORTH PROM THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43; THENCE NORTH 644.78 FEET; THENCE SOUTH 84°34'00' EAST 649.70 FEET; THENCE SOUTH 04'37'00' WEST 170 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 84°34'00' WEST 470 FEET; THENCE SOUTH TO THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. THENCE NORTHEASTERLY, ALONG SAID DRAINAGE DITCH CENTERLINE, TO A POINT WHICH BEARS SOUTH 04'37'00" WEST FROM THE TRUE POINT DP BEGINNING; THENCE NORTH 04"37'00' EAST 23 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT RIGHT OF WAY FOR SAID DRAINAGE DITCH. r w, • ...•yam-..Mfolr,�ra y4 :+ +v; _:•.n '_. .r: ' Y .-. .. ..r .—.,3.7 ,r'ff., na 1'1. ,fi •. .r��r:v • • • •,.r'•. -.�.K.1.•`-a ;-•�•t. :.. . '--• -. ' .. 'v.,• • • ?'• '14= '�:7::N',J•'+d' tea' 'r'_ ',�%i94.� -.�ip..a��. • • • • • • A. • • • • EXHIBIT A LEGAL DESCRIPTION The land referred to is situated in the State of Washington,County of KING ,red is described as follows: PARCEL N: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OP SECTION • 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, NASHINGTON, DESCRIBED AS FOLLOWS, BEGINNING ON THE NORTH LINE OP THE COUNTY ROAD AT A POINT WHICH IS 943.04 C) PERT EAST AND 30 PEET NORTH OP THE NORTHEAST CORNER OF HENRY ADAMS DONATION • LAND CLAIM NO. 43 IN SAID TOWNSHIP AND RANGE; THENCE NORTH 03•49'00' EAST 495.8 FEET, MORE OR LESS, TO THE CENTERLINE OP THE DRAINAGE DITCH; THENCE, ALONG SAID DITCH LINE, SOUTH 66.03'00• WEST 209.93 PEET; • 8 THENCE 80U17i 409.46 FEET TO THE NORTH LINE OF SAID COUNTY ROAD; THENCE EAST, ALONG SAID ROAD LINE, 158.85 PEET TO POINT OP BEGINNING: A EXCEPT RIGHT OF WAY FOR SAID DRAINAGE DITCH, AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 41-2-08117-7 FOR WIDENING OF S.N. 43RD STREET. • • • • a .• . . • . • 11111L . . . • s • . .1 . . , • I . • •••• _ 1 ------—--4k-P—Whutir- I k r—rilgrn—W7-illrr re 64, A..Om'Arm, 11. . 6 .. 0 .. f''= ..... 4 44%•• ) . . t •.r c :\ .-. ...../. ) • .l • , # 4 MIL ,a.•..%• I 1 s. ...".• .. ....... .._. • • ..•.• .... . . r 1 f _ . e ebtr v ,... , . I .. 1 ____.4.__ v•.... Ii.• - 6 V .1 —7 or iii"--=--:-.-z •,,. %Vv. t ..•S. e - . , , e . _..., , is,. •• 0 •,„ , „ = ,,.. ........ ... 1 lh • . 9 . \.. I , ...,, 41 ...4'..i., C . -.1 -• r A . • I r r • P. - o• . ,• . ‘,.f-.--;;•;:•:, . -•.::,::••:-.•-••i A,'_I-;,•-•••••:-,••;.....,:..'";',-:.,s4:1-.:*:-.M.11;;;t:"-n'f..•'",.,-'•.-:••. . . . : - : ..'3 L,..:- '1? :•.`_;", ,:- '.----cy-411- 1,-.z..47.-._,.:-:, -.-.e.,- —• • ,-.. . ; . . , . um • WHEN RECORDED RETURN TO: `eG ZELMAN DEVELOPMENT CO. 707 WILHIRE BOULEVARD, SUITE 3036 LOS ANGELES, CA 90017 ATTN: MR. PAUL T. CASEY 5 3 15 Sp Ithiii) IR CHICAGO TITLE INSURANCE COMPANY DOCUMENT TITLES) 1 DECLARATION OF RECIPROCAL EASEMENT Order Number: 000498046 2 3 4 - $ REFERENCE NUMBER(s)OF DOCUMENT ASSIGNED OR RELEASED: O Additional reference numbers on page of document GRANTOR(s): 1 ZEUTAN RENTON, Lt.0 t I 2 Z CHICAGO T)TL E IlW C 3 lf/t REF+ . O Additional names on page of document dGRANTEE(s): 1 CD 2 3 O Additional names on page of document ABBREVIATED LEGAL DESCRIPTION: Lot-Unit: Block: Volume: Page: Section: Township: Range: Portion: Adjusted Parcels •I 6 J, City of Renton Lot Llne Adjustment, Nat Name: No. LUA-98-027-LLA, recording no. 9809239001. D Complete legal description is on page 10-12 of document 36Z304-9106 ASSESSOR'S PROPERTY TAX PARCEL ACCOUNT NUMBER(ra)r 36 icy-9/0 Additional Tax Accounts are on page of document Note:This cover sheet is prepared to conform to the requirements of Chapter 143,Laws of 1996. Nothing on this sheet alters the names,legal description or other Information In the attached document. The only purpose of this cover sheet Is to assist the auditor In inde dng the document In conformance with statute. The Recorderwfd rely on the Information provtdod on this form.The staff will not read the document to verify the accuracy or completeness of the indexing Information provided herein. covrr/l-5-97(rla ■ • • • RECORDING REQUESTED BY AND WHEN RECORDED,MAIL TO: Zelman Development Co. 707 Wilshire B,ulevard,Suite 3036 Los Angeles.California 90017 Attn: Mr.Paul T.Casey • • ORIGINAL • DECLARATION OF RECIPROCAL EASEMENT THIS DECLARATION OF RECIPROCAL EASEMENT("Declaration")is made as of the'20744 day of fi-/o 6e r , 1998,by ZELMAN RENTON,LLC,a Delaware limited liability company("Zelman"). % 20 RID BY CHICAG0 IRE INSURANCE CO. • ARTICLE 1INT 4-49toLf RECITALS — ,3 es I.1 Zelman is the owner of two(2)parcels of land located in the City of d'Renton,County of King.State of Washington,more particularly described on Exhibit"A" C("Parcel 1")and Exhibit"B"("Parcel I")respectively incorporated herein. Parcel.1 and Parcel I tp are sometimes herein each individually referred to as a"Parcel"and collectively as the"Parcels." N O 1.2 Zelman desires to create reciprocal access easements which shall burden vat and benefit Parcel J and Parcel I as hereinafter provided. The owner of an individual Parcel is O hereinafter referred to as a"Parcel Owner"and the owners of both of the Parcels are collectively • referred to as the"Parcel Owners:"Zelman is the owner of the Parcels as of the date hereof,but upon conveyance of fee title of a Parcel to an entity other than Zelman,said entity shall become the Parcel Owner. Notwithstanding Zelman's common ownership of the Parcels,such common • ownership shall not cause a merger of any of the easements,rights and benefits granted hereunder • for the benefit of a Parcel.nor cause a merger of any of the obligations or burdens placed hereunder upon a Parcel for the benefit of another Parcel. 1.3 For the purposes of this Declaration,the following terms shall be defined as follows: (a) Governmental Regulations: Any or all laws,statutes,ordinances, codes,decrees,rulings,regulations,writs,injunctions,orders,rules,conditions of approval or authorization of any governmental entity,agency or political subdivision • whether now in force or which may hereafter be in force. • (b) Ownsr: The record holder of fee title to a Parcel,its heirs,personal • representatives,successors and assigns. • • • • ors • • • NOW.THEREFORE.Zelman hereby declares as follows: ARTICLE 2 EASEMENTS • 2.1 c rant,of Easement Over Parcel J: Zelman hereby reserves over and across Parcel J for the benefit of Parcel I a perpetual easement which is appurtenant to and shall run with Parcel I("North Easement')for the purpose of providing Parcel I with additional ingress and • egress(both pedestrian and vehicular)over and across Parcel J as shown on Exhibit'E"as the "Roadway" The North Easement is legally described on Exhibit"C'and depicted on Exhibit"D" attached hereto. Additionally,Zelman hereby reserves a temporary construction easement over such portions of Parcel J as are reasonably necessary for the Owner of Parcel Ito construct the Roadway and related improvements(including,without limitation,curbs,gutters,drainage improvements and such other improvements as may be required under Governmental Regulations) • (collectively,the"Roadway Improvements"). Such temporary construction easement shall only be utilized for such purposes as may be reasonably required in connection with the construction of the Roadway Improvements in accordance with Governmental Regulations. • 2.2 Grant of Easement Over Parcel I: Zelman hereby reserves over and across Parcel I for the benefit of Parcel 1 a perpetual easement which is appurtenant to and shall run with Parcel J("South Easement')for the purpose of providing Parcel 1 with additional ingress and egress(both pedestrian and vehicular)over and across Parcel I as shown on Exhibit"E"as the Roadway. The South Easement is legally described on Exhibit"C"and depicted on Exhibit"D" attached hereto. Additionally.Zelman hereby reserves a temporary construction easement over such portions of Parcel I as are reasonably necessary for the Owner of Parcel J to construct the Roadway Improvements. Such temporary construction easement shall only be utilized for such purposes as may be reasonably required in connection with the construction of such Roadway Improvements in accordance with Governmental Regulations. OD 2.3 Construction of Roadway Improvements. Each Parcel Owner shall have the right,but not the obligation to construct the Roadway Improvements. The Parcel Owner which constructs the Roadway Improvements("Constructing Parcel Owner")shalt be entitled to reimbursement for one-half(1/2)of the cost of designing,permitting and constructing the Roadway Improvements(the"Construction Coats")from the other Parcel Owner(the "Contributing Parcel Owner")once the Contributing Parcel Owner begins to use the Roadway. Within fifteen(15)clays after receipt of an invoice from the Constructing Parcel Owner(once the Contributing Parcel Owner begins to use the Roadway),the Contributing Parcel Owner shall reimburse the Constructing Parcel Owner its share of the Construction Costs. Failure by the Contributing Parcel Owner to timely reimburse the Constructing Parcel Owner the Contributing Parcel Owner's share of the Construction Costs will entitle the Constructing Parcel Owner to lien the Parcel of the Contributing Parcel Owner for the unpaid Construction Costs with interest at the maximum rate permitted by law Such payment amount,together with interest thereon,attorneys' • fees and court costs and other costs of collection,shall be a continuing lien upon the Parcel of the Contributing Parcel Owner and may be enforced by suit or under power of sale(which power is hereby granted),judicial foreclosure,or any other manner allowed by law. Any exercise of the power of sale or foreclosure shall be conducted in accordance with the laws of the State of • • ION Washington applicable to the exercise of powers of sale in or foreclosures of mortgages and deeds. of trust. If appropriate,the Constructing Parcel Owner is hereby appointed the trustee for purposes of exercising such power of sale,with fill right of substitution. The Contributing Parcel Owner's share of the Construction Costs,together with interest,costs and attorneys'fees,shall also be the personal obligation of the Contributing Parcel Owner at the time when the Construction Costs are incurred. ARTICLE 3 MAINTENANCE AND MANAGEMENT • 3.1 Management of the Roadway Estaje. (a) Except as specifically provided in this Declaration,the Parcel Owners shall not obstruct in any manner any portion of the South Easement or the North • Easement which will in any way impair the continuous and uninterrupted use of the Roadway for the purposes set forth in this Declaration,except to the extent reasonably necessary to maintain and repair the Roadway as provided herein. (b) The Parcel Owners shall not collect,attempt to collect,or permit the collection of any charge for access to or through any portion of the Roadway. (c) The Parcel Owners shall exercise reasonable care in the use and rl enjoyment of the Roadway and in exercising their respective rights under this Declaration. 3.2 Maintenance of the Roadway. All maintenance and repairs,whether (C• Ordinary or extraordinary,capital or otherwise in nature,major or minor,to the Roadway shall be N performed by the Parcel Owner which owns the Parcel on which such maintenance or repair work • is required.at such Parcel Owner's sole cost and expense. All such work'shall be performed in le such manner and at such intervals as shall be required to at all times maintain the Roadway in 0) good and usable condition. Without limiting the generality of the foregoing,each Parcel Owner shall repair,repaint,repave,restripe,remove all trash,obstacles,impediments and otherwise maintain the Roadway(the"Roadway Maintenance"),as appropriate,as often as shall be required to so maintain the portion of the Roadway located on their respective Parcels in accordance with the terms of this Declaration. 1 3.3 Coordinated Efforts. Each Parcel Owner shall perform its Roadway Maintenance,insofar as it is reasonably possible,in such.a manner as to establish,maintain and preserve,both in appearance and in fact,a coordinated and unified operation of the Roadway and, further,not in such manner as will(i)increase or make more burdensome the respective costs and expenses or obligations of the other Parcel Owner in performing its Roadway Maintenance,or(ii) impair the efficient and orderly management and operation of each Parcel. ARTICLE 4 RIGHT TO REPAIR AND MAINTAIN 4.1 Rights to Perform Work. In the event either Parcel Owner fails to perform the Roadway Maintenance on its Parcel as required by this Declaration(the"Non-Performing • • Parcel Owner"),the other Parcel Owner(the"Curing Parcel Owner")shall have the right,but not the obligation,to enter upon the Non-Performing Parcel Owner's Parcel to perform the Roadway Maintenance as required by this Declaration. The Curing Parcel Owner shall give the Non-Performing Parcel Owner not less than thirty(30)days prior written notice,specifying the particulars of such failure,prior to performing the Roadway Maintenance on the Parcel of the Non-Performing Parcel Owner. Notwithstanding the foregoing,if the Curing Parcel Owner's Roadway Maintenance is of an emergency nature,then the Curing Parcel Owner need not give thirty(30)days prior notice,but shall give such advance notice as is reasonably practicable under emergency circumstances. 4.2 Cost of Performance. Upon completion of the Roadway Maintenance by the Curing Parcel Owner as provided above,or from time to time if the Roadway Maintenance is ofa continuing nature,the Curing Parcel Owner shall submit an itemized statement of the cost thereof to the Non-Performing Parcel Owner. The amount thereof(the"Maintenance Amount") shall be due and payable by the Non-Performing Parcel Owner to the Curing Parcel Owner within fifteen(I 5)days after the Non-Performing Parcel Owner's receipt of such statement and shall bear interest(at the maximum rate permitted by law)from the due date until the date of reimbursement by the Non-Performing Parcel Owner. Such payment amount,together with interest thereon. attorneys'fees and court costs and other costs of collection,shall be a continuing lien upon the Non-Performing Parcel Owner's Parcel and may be enforced by suit or under power of sale (which power is hereby granted),judicial foreclosure,or any other manner allowed by law. Any exercise of the power of sale or foreclosure shall be conducted in accordance with the laws of the State of Washington applicable to the exercise of powers of sale in or foreclosures of mortgages d' and deeds of trust. If appropriate,the Curing Parcel Owner is hereby appointed the trustee for d purposes of exercising such power of sale,with full right of substitution. Each such Maintenance 7: Amount,together with interest,costs and,attorneys'fees,shall also be the personal obligation of N the Non-Performing Parcel Owner at the time when the Maintenance Amount is incurred. O ARTICLE 5 cn INSURANCE 5.1 Public Liability Insurance. Each Parcel Owner shall,at their respective sole costs and expenses,pay for and keep or cause to be kept in full force and effect a policy or 411 policies of commercial general liability insurance with coverage limits and sublimits of not less than S I,000,000,insuring against any and all liability of such Owner with respect to the Roadway r•t ' or arising out of the use thereof or related to the exercise of any rights pursuant to this Declaration. Further,all such insurance shall include coverage for personal injury,blanket contractual,cross-liability and severability of interest clauses,broad form property damage coverage,and coverage for independent contractors and automobile liability covering owned and non-owned and hired vehicles. Each Parcel Owner shall,upon execution hereof,and thereafter at least thirty(30)days prior to the expiration of such policy or within ten(10)days alter written request therefor by the other Parcel Owner,deliver to the other Parcel Owner(i)a certificate evidencing such insurance,and(ii)evidence that the premiums therefor have been paid. 5.2 Policy Form. Each policy of insurance provided for herein shall name the other Parcel Owner as an additional insured. Each policy of insurance must contain a provision • • NM requiring at least thirty(30)days prior written notice to all additional insureds of any cancellation or lapse thereof and the effective date of any reduction in the amounts of coverage. All such policies shall be written as primary and non-contributing. • 5.3 Indemnity. To the fullest extent permitted by law,each Parcel Owner shall defend,indemnify,protect and hold the other Parcel Owner(but not the other Parcel Owner's permittees)harmless from any and all liability whatsoever on account of any damage,injury,lien, claim,losses,costs,expenses,encumbrances,actions,causes of action or demands(collectively, "Claims")related to the use by the indemnifying Parcel Owner and its permittees of the Roadway, or related to the breach by the indemnifying Parcel Owner of its duties and obligations under this Declaration. The term"Claims"includes,without limitation,court costs and attorneys'fees and costs ARTICLE 6 GENERAL PROVISIONS • 6.1 Exclusivity The easements granted hereunder are nonexclusive and each Parcel Owner respectively reserves the right to grant other easement rights in and to their respective Parcels,provided that such future easement rights shall not materially interfere with the use and enjoyment of the rights granted hereunder. 6.2 Dedication. The provisions of this Declaration shall not be deemed to constitute a dedication for public use or create any rights for the benefit of the general public. 6.3 Binding Effect. The covenants contained in this Declaration shall run with the land and be binding upon and inure to the benefit of each Parcel Owner during its period of val ownership of a Parcel. Cr) 6.4 Appurtenant Easement. The easements granted hereby are for the benefit of each Parcel,respectively.and are therefore appurtenant easements. 6.5 Enforcement. (a) Each Parcel Owner may enforce the provisions of this Declaration (i)by a suit at law for damages for any compensable breach of or noncompliance with any of the terms hereof or for declaratory relief to determine the enforceability of such terms, (ii)by an action in equity or otherwise for specific performance to enforce compliance with the terms hereof,or for any injunction to enjoin the continuance of any breach or violation hereof,(iii)through any right or remedy to which such owner may be entitled pursuant to the self-help and lien right provisions of this Declaration,and(iv)through any other right or remedy to which such owner may be entitled at law or in equity. (b) The rights and remedies established under this Declaration shall be deemed to be cumulative;no one of such rights and remedies shall be exclusive of any other right or remedy to which any owner might otherwise be entitled by virtue of the terms of this Declaration or under law. The exercise of any particular right or remedy shall not impair the right to exercise any other right or remedy. • s (c) Each Parcel Owner agrees that in the event it becomes necessary for a Parcel Owner to defend or institute legal proceedings as the result of the failure of either Parcel Owner to comply with the terms,covenants,agreements and conditions of this Declaration,the prevailing party in such litigation shall be entitled to be reimbursed by the other Parcel Owner for all costs incurred or expended in connection therewith, including,but not limited to,reasonable attorneys'fees and court costs through all trial and appellate levels. 6.6 Further Assurance. The parties hereto agree to execute such further documents as may be reasonably requested by the other to evidence the easements granted hereunder or to otherwise effectuate the provisions hereof 6.7 Transfer of Title. If any Parcel subject to a monetary lien created by any provision hereof shall be subject to the lien of a mortgage,then(i)the foreclosure of any lien created by anything set forth in this Declaration shall not operate to affect or impair the lien of . such mortgage,and(ii)the foreclosure of the lien of such mortgage,acceptance of a deed in lieu of'foreclosure of such mortgage,or sale under power of sale included in such mortgage(such events being hereinafter referred to as"Events of Foreclosures"),shall not operate to affect or impair the lien hereof,except that any person who obtains an interest through any of the Events of Foreclosure,and such person's successors-in-interest,shall take title free of the lien hereof or any • soil personal obligation for such charges as shall have accrued up to the time of any of the Events of Foreclosure,but subject to the lien hereof for all such charges which shall accrue subsequent to Gthe Events of Foreclosure. 6.8 Liens. Neither Parcel Owner shall suffer or permit any mechanics'or materialmen's liens or other liens to be filed against the other Parcel by reason of work,labor or CC CC material supplied or claimed to have been supplied to such Parcel Owner. If any such liens shall at any time be filed,then the Parcel Owner against whose Parcel such lien has been filed shall,at its option,have the right to discharge the same by paying the amount claimed to be due without inquiry into the validity of the claim and the other owner shall thereupon immediately reimburse the paying owner for any such amounts,together with interest thereon at the maximum rate permitted by law. Any such amount not repaid within fifteen(15)days of demand shall constitute a lien foreclosable in accordance with the provisions of Article 4 above. ' 6.9 Amendment. This Declaration may not be modified,amended or terminated except by a document in writing signed by both of the then Parcel Owners. 6.10 Waiver. No waiver of any of the provisions of this Declaration shall be effective unless it is in writing,signed by the Parcel Owner against whom it is asserted and any such waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a continuing or future waiver. 6.1 I Captions. The captions and paragraph headings contained in this Declaration are for reference and convenience only and in no way define,describe,extend or limit the scope or intent of this Declaration,nor the intent of the provisions hereto. • • W..�". ^....YswwM: &i•'-'rF, • t'. ? t • • • 6.12 Overburden. It is hereby agreed that development of the Parcels shall not be deemed to overburden the utilization of the Roadway as any such further development of the Parcels may be contemplated by the parties in connection with the grant of these easements. 6.13 Counterparts. This Declaration may be executed in one or more counterparts,each of which shall be deemed to be an original but all of which shall constitute one and the same Declaration. IN WITNESS WHEREOF,ZELMAN HAS EXECUTED THIS DECLARATION THE DAY AND YEAR FIRST ABOVE WRITTEN. ZELMAN RENTON,LLC, a Delaware limited liability company • By: Zelman Industrial Partners, Inc., a California corporation, Its: Managin ember gri By. Ben ailing 2 n • Its: President 0 • STATE OF C. .) COUNTY OF LiOd. G r tf ) On D C -r 10, t1 B ,before me, p�h 1een J1 LTher a Notary Public in and for said state,personally appeared BEN REILING,personally known t me(or proved to me on the basis of satisfactory evidence)to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument,the person,or the entity upon behalf of which the person acted,executed the instrument. WITNESS my hand and official seal. f f �J ��f�; h�J��(, --) No Public in and for�id6Staatte�' KATHLE 4M.L1SBMTY _ fQ Commission r 1103710 i way ay Pucac•Caatemki I y" • ' Los Angebe un r C / 1 • "�piarnm.Bcpiss Nov l3i,3011 AO w : :. • IMO • • • •• • - • • • • • • 1.• • • •• EXHIBITS "A" Legal Description of Parcel J Legal Description of Parcel I "C" Legal Description of Easements "D" Depiction of Easements "E" Site Plan "NI CO Cf, • 'iv' -q.4 •. ••- . •• . . - ..... . • • . • • • • • • • EXHIBIT"A" LEGAL DESCRIPTION OF PARCEL J THAT PORTIOI]OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,TOWNSHIP 23 NORTH,RANGE 4 EAST,WILLAMETTE MERIDIAN,CITY OF RENTON, KING COUNTY,WASHINGTON, LYING NORTH OF S.W. 434 STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 434 STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO.43 BEARS NORTH 88°48'43"WEST 784.19 FEET DISTANT; THENCE NORTH 01° 11' 17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO.1 AND THE TERMINUS OF THIS DESCRIBED LINE. EXCEPT THE WEST 598.82 FEET THEREOF AND; EXCEPT THE SOUTH 230 FEET THEREOF. ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE „..1 ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED UNDER RECORDING 11O NO.9809239001,RECORDS OF KING COUNTY,WASHINGTON. O) t • • • • • • • • • • • EXHIBIT"B" LEGAL DESCRIPTION OF PARCEL I THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,TOWNSHIP 23 NORTH,RANGE 4 EAST,WILLAMETTE MERIDIAN,CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43'd STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO- I, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43"I STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO.43 BEARS NORTH 88°48'43"WEST 784.19 FEET DISTANT; THENCE NORTH 01° 1 1' 17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK • SLOUGH DRAINAGE DITCH NO. I AND THE TERMINUS OF THIS DESCRIBED LINE. Vd'O ALSO KNOWN AS ADJUSTED PARCEL "P OF CITY OF RENTON LOT LINE gn ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED UNDER RECORDING G NO.9809239001,RECORDS OF KING COUNTY,WASHINGTON. 0! • • �14 fr'.rf,.t404,7' "i.- r;� • IIII so EXHIBIT "C" LEGAL DESCRIPTION PRIVATE ACCESS EASEMENTS That portion of Adjusted Parcels I end J of City of Renton Lot Line Adjustment No.LUA.98-027- LLA,es recorded under Recording No. 9'0Y.73400/.records of King County,Washington, more particularly described as follows: The East 50 feet of the South 20 feet of said adjusted Parcel J;(The North Easement) TOGETHER WITH the East 50 feet of the North 20 feet of said adjusted Parcel I. (The South Easement) 09 re WI 0.41 4!t_ oa to pQi ` Eif,-' o•.e EXPIRES 6r'IS r $ N C !. m CI i Propel Nuee. Aurvg 31.1998 5911L.010 RWGQa✓.m —.-..«_F.. - _r •5tea,.,,,; M :eV.' ♦ YJN f " NM • MIN EXHIBIT "D" #• 4 •: �ti•• I! AAlCC,...,,, • I iii 4.1!/4" ill 1�•i o ,� ' ADJUSTED PARCEL J 41 LAND w ' oaucs 05-18-99 PRIVATE ACCESS p EASEMENT co o Co (North Z (JJ Easement) p so_ z _ N 88'48'43" W o W a ar` a N an So t) W (south ...E0.1 asemen Q mPrivate Access ;. 0 Cr) Easement P W Y ADJUSTED PARCEL I Z Oa 1 0 . l'.aor .r, P\SA3 arts,\Si':•£.c.!r`: •E.w•OK :a./i..... 49':G i''W? J79J S:e> -'e:itch.. ..d.. wr~ 0_ SAf r 14:474 fats 10 NONE soon+ 'Title: 5911 -"m z Keil.st_u:: ZELMAN PROPERTIES 1 • sheet moo R o . ..} (42S)211-e7 2 FAX PRIVATE ACCESS 1 1 916 '". em-....��.ftz-.a EASEMENT EXHIBIT DEPICTION OF EASEMENTS . .. . • • - . • • . .. . EXHIBIT "E" • I inaecniminnunimswwisanin In ft Ca n Ku.1 OM II. . . 4 . . . IL . i 11. ; 1 i ! It 1 j il di • • . . . k 1 . . 7f_ 1 ,.Ii 1 IIIIIIIIIMILIgd 1lI .1 ,—- ' 1 • Vol .9 : """ i, .:3, ..,...::, I! tr t i - -. ,1/4.-• . '•,..- 17.4.4,--,k4-7 71•Ii o . —7-,Ei—..- . • . II! X ..)ii.i rfl ;i 0 'i 11.4 8 I ; 0 ;. .. Irffe.wilifreux,: C') i 1 ' 'Z r•4i;t21114. ---:7.1.-.., .A : ..., •i I , , - . 1 1 11 Ili •..i- -----...,„ , i .' .-t_I-e ...-.11___.__. -L.- i 0...a!ON.2 AVE MIP — —....—. .____ 1.0 I' i kv i I I 11 111111j 1 I i I ilf 11, ll;i 1 3 lilli li I 11' g 11 111,ii , i II., 1 .,._—,., : ,Il , i•::,,., --:--•--, , . ,,A-• !I. I El4 I Ow a.4,I r. . rl....... Mr 'al al 1 9 14174'a.4ffil RI r.'1•. 10.1 g 4 lir Vii,.!is ogair ;Al 1 i i I:0 • . i .! .. . . . . SITE PLAN . . 4. . . . .., , - - .--..::.'.... -:'.',4T.7..,:;'.• ...''" S.„7:', fr.-. ,:',#:.'.j1;!....•.,',..;• .,.;„.r..::: '' C .,.. .. ,... •..... . • IIIII nn aa WHEN RECORDED RETURN TO: ZELMAN DEVELOPMENT CO. S 707 WILRIRE BOULEVARD, SUITE 3036 LOS ANGELES, CA 90017 g ATTN: MR. PAUL T. CASEY S S 3 FE IN CHICAGO TITLE INSURANCE COMPANY N , 00 s DOCUMENT TITLE(a) • ' 1 COVENANTS, CONDITIONS AND RESTRICTIONS OrderNambcr: 000498046 .-E~ 2 3 4 • REFERENCE NUMBER(s)OF DOCUMENT ASSIGNED OR RELEASED: S O Additional reference numbers on page of document GRANTOR(a): 8 1 ZEINAN RENTON, LLC 2 CHICAGO NS.CO. 3 Z' T I f' Aff r�4 oy - CM C7. Additional names on page of document GRANTEE(a)s 1 • 2 3 O Additional names on page of document ABBREVIATED LEGAL DESCRIPTION r Lot-Unit: Block: Volume: Page: Section: Township: Range: Portion: Adjusted Parcels J,. I, 11, N, L, City of Renton Lot Line PlatName: Adjustment No. LUA-98-027-11a. recording no. 9809239001 CD Complete legal description is on page 15-19 of document _ ASSESSOR'S PROPERTY TAX PARCEL ACCOUNT NUMBER(a)r i3oY-9io0 re 10y.;dvC Additional Tax Accounts are on page of document 3443040W Note:This cover sheet is prepared to conform to the requirements at Chapter 143,Laws ot 1996. Nothing on this sheet alters the names,legal description or other Information In the attached document. The only purpose of this cover sheet Is to assist the auditor In Inderdng the document In conformance with statute. I The Recorder will rely on the Information provided on this form.The staff will not reed the document to verify the accuracy or completeness of the Indexing Information provided herein. cover/2-5-97K' .... � .\L -Y,. p'-i.�.. sa • 11111 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: Zelman Development Co. 707 Wilshire Boulevard,Suite 3036 Los Angeles,California 90017 Attn. Mr. Paul T.Casey ORIGINAL DECLARATION OF COVENANTS.CONDITIONS AND RESTRICTIONS THIS DECLARATION OF COVENANTS CONDITIONS AND • RESTRICTIONS(this"Declaration")is made as of the,ZOiay of Oa 4"- 1998,by ZELMAN RENTON.LLC,a Delaware limited liability company("Zelman"). FILED BY CHICAGO TIRE INSURANCE CO . >� '' ARTICLE I . 3 REF.# N115.O`{4_( q:Src RECITALS 1.1 Zelman is the owner of four(4)parcels of land(sometimes herein sty individually referred to as a"Parcel"and collectively as the"Parcels"),located in the City of O Renton,County of King,State of Washington,more particularly described on exhibits"A-1" ow through"A_4"respectively attached hereto and incorporated herein. The Parcel described on 03 Exhibit"A-I"IAdjus' Parcel if is sometimes referred to herein as the"Maior Parcel." The Parcels are sometimes collectively referred to herein as the"Project." Zelman is also the owner of Parcel L(herein so called)as described on Exhibit"A-5"attached hereto and incorporated herein. Parcel L will only be deemed a"Parcel"subject to the terms of this Declaration following the recordation by Zelman(if such recordation occurs)of the Annexation Notice described in Section 6.19 hereof. 1.2 Zelman desires to provide for the construction,development,operation and maintenance of the Detention Pond Area and Sidewalk as hereinafter provided. The owner of an individual Parcel is hereinafter referred to as a"Parcel Owner"and the owners of all of the Parcels are collectively referred to as the"Parcel Owners;"Zelman is the owner of the Major Parcel (sometimes referred to herein as the"Major Parcel Owner")and all of the other Parcels as of the date hereof,but upon conveyance of fee title of a Parcel to an entity other than Zelman,said entity shall become the Parcel Owner with respect to such Parcel. Notwithstanding Zelman's common ownership of the Parcels,such common ownership shall not cause a merger of any of the easements,rights and benefits granted hereunder for the benefit of any Parcel over another Parcel, nor cause a merger of any of the obligations or burdens placed hereunder upon a Parcel for the benefit of another Parcel. • • MI 11/ • • • 1.3 Definitions. For the purposes of this Declaration,the following terms shall be defined as follows: A. pefault Rate: The greater of(i)ten percent(10%)per annum or (ii)five percent(5%)per annum plus the discount rate prevailing on the twenty-fifth(25th)day of the month preceding the date such payment was due,as established by the Federal Reserve Bank of San Francisco on advances to member banks under Sections 13 and 73a of the Federal Reserve Act as is now or hereafter in effect from time to time. B. Detention Pond Area:.The area designated as such on the Site Plan attached hereto as Exhibit"B-I". C. Governmental Regulations: Any or all laws,statutes,ordinances, codes,decrees,rulings,regulations,writs,injunctions,orders,rules,conditions of approval or authorization of any governmental entity,agency or political subdivision whether now in force or which may hereafter be in force. D. Occupant: Any Person or Prime Lessee (as defined in Section 6.8 hereof)from time to time entitled to the use and occupancy of any portion of a building in the Project under an ownership right or any lease,sublease,assignment,license,concession,or other tN similar agreement. qQ' E. Owner: The record holder of fee title to a Parcel,its heirs,personal grepresentatives,successors and assigns. F. Permittee: All Occupants and the officers,directors,employees, rf agents,contractors,customers,vendors,suppliers,visitors,invitees,licensees,subtenants,and CO concessionaires of Occupants insofar as their activities relate to the intended use of the Project. G. Person: Individuals,partnerships,firms,associations,corporations, limited liability companies,tnrsts,governmental agencies,administrative tribunals or any other form of business or legal entity. H. Utility Lines: Those facilities and systems for water drainage and sewers in the locations shown on the Site Plan attached hereto as Exhibit"B-l"and legally described on Exhibits"B-2"and"B-3". ARTICLE 2 • EASEMENTS 2.1 Utility Easements. A. Grant of Easements. Zdman hereby reserves across each Parcel, for the benefit of each of the other Parcels,as applicable,a non-exclusive and perpetual easement under,through and across the Parcels,for the installation,operation,maintenance,repair and replacement of Utility Lines as shown on Exhibit"B-1"and legally described on Exhibits'3-2" and"B-3". • • Yidtiirri. • MI • B. Easement Area and Facilities. All Utility Lines shall be installed and maintained below ground level,except for temporary utility service required during construction, maintenance and repair of any buildings or improvements located on a Parcel. C. Installation and Maintenance. The installation,operation, maintenance,repair and replacement of the Utility Lines shall not unreasonably interfere with the use of any other Parcel or with the normal operation of any business in the Project. Any party installing Utility Lines pursuant to the provisions of this Section 2.1 shali pay all costs and expenses with respect thereto,shall cause all work in connection therewith(including general clean-up and proper surface and/or subsurface restoration)to be completed as quickly as possible and in a manner so as to minimize interference with the use of the affected Parcel,and shall provide Zelman and/or the owner of the other Parcel(s),as applicable,with as-built plans for all such facilities,including the location of the easement(as determined by a licensed surveyor), • within thirty(30)days after the date of completion of construction. Except for any Utility Lines installed by Zelman for the exclusive use of a Parcel,the party installing Utility Lines shall maintain,repair and replace them at its sole cost and expense. If Zelman installs a Utility Line for the exclusive use by a Parcel,then such Parcel Owner shall maintain,repair and replace the Utility Lines which are so installed by Zelman. D. Term. The terms and provisions of this Section 2.1 shall survive the expiration or earlier termination of this Declaration. 2.2 Sidewalk. N A. Zelman hereby reserves across each Parcel a perpetual non- exclusive easement for pedestrian traffic upon,over and across that portion of the Project shown on Exhibit"B-I"as the 10'wide pedestrian trail(the"Sidewalk"). Q B. Each Parcel Owner shall pay its pro rata share of all reasonable td costs and expenses incurred by the Major Parcel Owner for the replacement,repair and 1 maintenance of the Sidewalk. Said pro rata share shall be paid in accordance with the terms of . • Article 4 below and the shares shall be determined in accordance with exhibit"C"attached hereto. 2.3 No Mergr. Notwithstanding Zelman's or a Parcel Owner's ownership of more than one Parcel,the easements granted hereunder shall burden and benefit each Parcel individually,without merger as a result of such common ownership,and upon conveyance of a , Parcel so that such Parcel ceases to be under common ownership.neither the owner conveying said Parcel nor the owner acquiring said Parcel shall need to execute additional documentation to evidence the existence of said easements,and said easements shall relate back to and shall be deemed to have been created as of the date hereof. MI • MI • • • ARTICLE 3 MAINTENANCE;TAXES;INSURANCE 3.1 Maintenance. The Major Parcel Owner shall maintain the Sidewalk and Detention Pond Area at all times in compliance with Governmental Regulations,said maintenance to include,without limitation,the following. A. Removing all snow,paper,debris and refuse to the extent reasonably necessary to keep the area in a clean and orderly condition; B. Maintaining,repairing and resurfacing,when necessary,all paved surfaces in a level,smooth and evenly covered condition with the type of surfacing material originally installed or such substitute as shall in all respects be equal or superior in quality,use and . durability: C. Maintaining,repairing and replacing,when necessary,all storm drains,sewers and other facilities,not dedicated to the public or conveyed to any public or private utility,which are necessary for the operation of the Sidewalk and Detention Pond Area; D. Performing itself or contracting with a third party or parties to • perform any of the services described herein;provided,however,that the Major Parcel Owner shall remain responsible and liable for the performance of all said services in accordance with the terms of this Declaration and for the performance of any such third party or parties under any N such contract or contracts with the cost of such items being allocated among all of the Parcel Owners in accordance with Article 4 below and Exhibit"C"attached hereto; E. Paying al!real property taxes and assessments on the Detention Pond Area, if any;and r4 F. Maintaining liability insurance on the Detention Pond Area and the 01 Sidewalk,in compliance with Section 3.3 below. The foregoing obligations shall include any repairs or replacements which may become necessary due to damage or destruction of the Sidewalk and Detention Pond Area. 3 2 Obligation to Keep Parcels Lien Free. The Major Parcel Owner shall keep i the Parcels free from any and all liens arising out of any work performed,materials furnished to or obligations incurred by the Major Parcel Owner in connection with the operation and maintenance of the Project hereunder. The Major Parcel Owner shall,within thirty(30)days after the date of • imposition of any such lien,pay the lien claim in full,unless the Major Parcel Owner contests such lien claim in good faith,in which case the Major Parcel Owner'shall,within such thirty(30)day period and as a condition precedent to the Major Parcel Owner's right to so contest,record a bond of a responsible corporate surety in such amount and in such manner as may be required by applicable law to release the lien from the affected Parcel or Parcels. The Major Parcel Owner shall indemnify,defend,protect and hold all Parcel Owners harmless from any and all claims, liability,losses,damages,injuries,costs or expenses(including reasonable attorneys fees)in connection with any such lien claim or in connection with the injury or death of any Person or • • • damage to property caused by the negligent or willful misconduct of the Major Parcel Owner and its employees,agents and contractors. 3.3 Insurance. The Major Parcel Owner shall maintain commercial general liability insurance(commercially reasonable in amount)with broad form coverage endorsement (including broad form property damage endorsement)insuring against claims on account of loss of life,personal injury or property damage that may arise from or be caused by the Detention Pond Area and/or the Sidewalk("Liability Insurance"). The insurance required pursuant to this Section 3.3 shall include the following provisions. (i)shall provide that the policy may not be canceled or reduced in amount or coverage below the requirements of this Declaration,without at least thirty(30)days prior written notice by the insurer to the other Parcel Owners;(ii)shall provide for severability of interests,and(iii)shall be primary and non-contributory. Each Parcel Owner agrees to pay in full on an annual basis,its prorate share of the Liability Insurance premiums in accordance with Article 4 below and Exhibit"C"attached hereto. . ARTICLE 4 ' REIMBURSEMENT OF MAJOR PARCEL OWNER;DEFAULT:SELF-HELP 4 1 Reimbursement. The Major Parcel Owner shall contract for and pay for the services described in Section 3,1 above in connection with the Sidewalk and the Detention Pond Area,and shall pay all Liability Insurance premiums and real property taxes and assessments on the Detention Pond Area(collectively,the"Maintenance Costs");provided,however,that the Major Parcel Owner shall not be entitled to reimbursement for all or any portion of its pro rate share of the Maintenance Costs. 4.2 Nonprofit. The Major Parcel Owner agrees to perform its duties under this Declaration(collectively,the"Maintenance Obligations")on a nonprofit basis(except for the Administrative Fee described below)with an end to keeping such expenses at a reasonable rl minimum. CO d? 4.3 Service Charge. Each Parcel Owner shall reimburse the Major Parcel Owner for its pro rata share of all of the Maintenance Costs plus a service charge of fifteen percent(15%)of said expenses(including real estate taxes,insurance premiums and utilities)to cover management and administration costs("Administrative Fee"). The Administrative Fee shall I be a maximum,cumulative fee,so that if a third party is hired by the Major Parcel Owner to perform any of the Maintenance Obligations,the other Parcel Owners will never have to pay more than a fifteen percent(15%)Administrative Fee. For example,if a third party charges a ten percent(10%)fee to maintain the Detention Pond Area,the Major Parcel Owner may also charge . a five percent(5%)fee,but not more in such example. 4.4 Pro Rata Share. Each Parcel Owner(or its respective Occupants,as it may direct)shall be billed annually in arrears for its pro rata share of'the Maintenance Costs incurred by the Major Parcel Owner,with the first billing date occurring after the end of the calendar year in which said expense is incurred by the Major Parcel Owner. Each bill shall be due and payable v:thin thirty(30)days after receipt. If requested in writing,Major Parcel Owner shall furnish • �• •�'ar.' +a+�. i «.:r'�n�' .i.•' _,,i+;RA'it w__.t• 5 NEM earn • copies of all invoices,statements or other documents supporting same. A Parcel Owner's pro rata share shall be determined in accordance with Exhibit"C"attached hereto. 4.5 Audit Rights. A Parcel Owner may,at its own expense and upon not less than ten(10)days prior written notice to the Major Parcel Owner,inspect the Major Parcel Owner's records for the Maintenance Costs incurred during the preceding calendar year at the Major Parcel Owner's general offices or at such other location reasonably designated by the Major Parcel Owner at any time during reasonable business hours within one(I)year after the end of the applicable calendar year. If said inspection correctly reveals an overpayment of the Maintenance Costs,the Major Parcel Owner shall reimburse each Parcel Owner(or its respective Occupants,as it may direct)its proportionate share of any such overpayment. If the inspection reveals an underpayment of the Maintenance Costs,the Owner of each Parcel shall reimburse the Major Parcel Owner its proportionate share of any such underpayment within thirty(30)days after receipt of proper billing. • 4.6 Failure to Reimburse Maintenance Costs. In the event any Parcel Owner fails or refuses to pay when due its share of any bill for the Maintenance Costs described above, which failure continues for a period of ten(10)days after receipt of written notice thereof from the Major Parcel Owner,such failure shall constitute a default and legal action may thereafter be instituted against the defaulting Parcel Owner by the Major Parcel Owner for reimbursement plus interest from and after the date the bill was due and payable to and including the date the bill is ,Qil' paid at the Default Rate. Furthermore,the Major Parcel Owner shall have a lien on the Parcel of Ithe defaulting Parcel Owner For the amount of the unpaid Maintenance Costs plus accrued interest at the Default Rate. Notwithstanding the foregoing,if there is a bona fide dispute as to the existence of such default or of the amount due and all undisputed amounts are paid,there shall be vol no right to place a lien on such Owner's Parcel until such dispute is settled by final court decree or CO mutual agreement. 4.7 Non-Monetary Default. In the event any Parcel Owner fails to perform any other provision of this Declaration,which failure continues for a period of thirty(30)days after receipt of written notice specifying the particulars of such failure,such failure shall constitute a default and any other Parcel Owner may thereafter institute legal action against the defaulting Parcel Owner for specific performance,declaratory or injunctive relief,monetary damages or any other remedy provided by law;provided,however,that the defaulting Parcel Owner shall not be deemed to be in default if such failure to perform cannot be rectified within said thirty(30)day period and such Parcel Owner is diligently proceeding to rectify the particulars of such failure,not to exceed sixty(60)days;provided further,however,that in the event of an emergency,such failure shall be deemed a default if such failure is not rectified in a period reasonable for the nature and circumstances of such emergency. The Major Parcel Owner shall not be deemed to be in default under this Declaration if its failure to perform cannot be rectified within the thirty(30)day period and the Major Parcel Owner is diligently proceeding to rectify the particulars of such failure. 4.8 Self-Help. If the Major Parcel Owner fails to perform any provision of this Declaration,then,upon the expiration of the cure period provided in Section 4.7.and upon an additional ten(10)days prior written notice(except that no additional notice shall be required in ` • Lam,. • • • Ile an emergency),any Parcel Owner shall have the right,but not the obligation,to enter upon the Major Parcel and any of the other Parcels to cure such default,unless in a non-emergency situation,the Major Parcel Owner commences to cure such default within such ten(t0)day period and thereafter diligently pursues such cure to completion. If a Parcel Owner exercises its . self-help right,then,within ten(10)days after receipt of an invoice from such Parcel Owner,the other Parcel Owners(including the Major Parcel Owner)shall reimburse to such Parcel Owner all costs reasonably incurred by the Parcel Owner in curing such default,plus an administrative fee equal to fifteen percent(15%)of such costs. Furthermore,if the Parcel Owner curing the default is not repaid by the other Parcel Owners their respective shares of the costs incurred by the Parcel Owner curing the default,then the Parcel Owner curing the default shallhave a lien on the other Parcels for the amount of the unpaid costs attributable to each such Parcel,together with accrued interest at the Default Rate. • ARTICLE 5 • LIEN FOR EXPENSES OR TAXES 5.1 Effectiveness of Lien. The liens provided for in Sections 4.6 and 4.8 above N shall only be effective when filed for record as a claim of lien against the defaulting Parcel Owner in the office of the recorder of the county in which the Project is located,signed and Qey acknowledged,which shall contain at least: A. An itemized statement of all amounts due and payable pursuant 0 hereto; .81 Q1 B. A description sufficient for identification of that portion of the real property of the defaulting Parcel Owner which is the subject of the lien; C. The name of the Parcel Owner or reputed Parcel Owner of the ' property which is the subject of the lien;and D. The name and address of the Parcel Owner to whom payment is owed. The lien shall attach from the date a claim of lien is recorded and may be enforced , in any manner allowed by law,including,but not limited to,by suit in the nature of an action to foreclose a mortgage or mechanic's lien under the applicable provisions of the laws of Washington. The Parcel Owner filing the lien shall release the claim of lien once the costs and i expenses secured by the lien have been paid in full. 5.2 priority of Lien. The claim of lien,when so established against the real property described in the claim of lien,shall be prior and superior to any right,title,interest,lien or claim which may be or has been acquired or attached to such real property after the time of filing the claim of lien. The claim of lien shall be for the use and benefit of the Parcel Owner to whom payment is owed under the terms of this Declaration. • 1111 NI • • • • ARTICLE 6 (ENERAL PROVISIONS 6.1 Successors and Assigns:Covenants Running with_the Land. This Declaration shall inure to the benefit of and be binding upon the Parcel Owners during their ownership of a Parcel,and their heirs,personal representatives,successors and assigns,and each Parcel Owner shall be liable for the performance"call covenants,obligations and undertakings • herein set forth during their ownership of a Parcel. Each term,covenant,condition and agreement contained herein respecting a Parcel shall be a burden on that Parcel,shall be appurtenant to and for the benefit of the other Parcels and each part thereof and shall run with the land. 6,2 Term. Except as otherwise provided in this Declaration with respect to certain easements and other obligations which are to survive the expiration of this Declaration, this Declaration shall expire on that date which is sixty-five(65)years from the date set forth in the initial paragraph of this Declaration,subject to renewal by successive ten(10)periods unless at least one(I)year prior to any such expiration date,all of the Parcel Owners and their Institutional Lienholders agree by a writing recorded in the Records of King County, Washington to earlier terminate this Declaration. 6.3 Amendment:Termination. Zelman(or any successor Owner of the Major Parcel)may modify or terminate this Declaration only with the consent of the Owners of two(2) of the other four(4)Parcels,and then only by written instrument duly executed and W acknowledged by all such Parcel Owners,duly recorded in the office of the recorder of the county Cin which the Parcels are located. Notwithstanding the foregoing,(a)Zelman shall have the right v,1 to modify the covenants,conditions and restrictions of this Declaration with respect to any Parcel V, by executing and recording a written amendment signed by Zelman and the Owner of such Parcel, without obtaining the consent of any other Parcel Owner,and(b)no modification may disproportionately affect a Parcel unless signed by the affected Parcel Owner. 6.4 Multiple Owners. Ira Parcel is owned by more than one Person,then all of such Persons shall agree among themselves by a 51%majority of ownership interests and designate in writing to the other parties a single person or entity who is entitled to act as the Parcel Owner for that Parcel. If the owners of such Parcel cannot agree who shall be entitled to act as the Parcel Owner for that Parcel,or if the owners fail to designate the single person or entity who is entitled to act as the"party"for that Parcel within thirty(30)days after receipt of a request to do so from any other party,then such other parties shall designate one of the owners to act as the"party"for that Parcel. a • ..,. , - a • • MEI • 6.5 Notices. MI notices given pursuant to this Declaration shall be in writing and shall be given by personal delivery,or by United States mail(certified,return receipt requested),or by United States express mail or other established express delivery service(such as Federal Express.DI lL and United Parcel Service),postage or delivery charges prepaid.addressed to the person and address specified below or,in the absence of such designation,to the person and address shown on the then current real property tax rolls in the county in which the Parcels are located. All notices to Zelman,either in its capacity as owner of the Major Parcel or any other Parcel,shall be addressed as follows: Zelman Renton,LLC do Zelman Development Co. • • 707 Wilshire Blvd.,Suite 3036 Los Angeles,California 90017 Attn. Mr. Paul T.Casey Each party may change the person and address to which notices are to be given,upon written notice to the other parties. All notices given pursuant to this Declaration shall be deemed given upon receipt. For the purpose of this Declaration,the term"receipt"shall mean the earliest of any of the following: (i)the date of delivery to the address specified pursuant to this section as shown on the return receipt;(ii)the date of actual receipt by the person or entity specified pursuant to this section;or(iii)in the case of refusal to accept delivery or inability to deliver,the earlier of (a)the date off the attempted delivery or refusal to accept delivery.(b)the date of the postmark on e the return receipt,or(c)the date of receipt of notice of refusal or notice of nondelivery by the • d sending party. • 6.6 Waiver. The failure of a party to insist upon strict performance of any of the terms,covenants,conditions or agreements contained herein shall not be deemed a waiver of v. any rights or remedies that said party may have,and shall not be deemed a waiver of any cj subsequent breach or default in the performance of any of the covenants,conditions and Cr) restrictions contained herein by the same or any other person or entity. 6.7 Attorneys'Fees. If any party initiates or defends any legal action or proceeding to enforce or interpret any of the terms of this Declaration,the prevailing party in any such action or proceeding shall be entitled to recover from the losing party its reasonable costs and attorneys'fees(including costs and attorneys'fees on any appeal). 6 8 Sale/Lease-Back. Notwithstanding anything to the contrary contained in this Declaration,it is expressly agreed that in the event an Owner sells its Parcel to an unaffiliated third party(for purposes of this Section,referred to as"Prime Lessor")and such Owner thereafter enters into a lease as lessee(for purposes of this Section.referred to as"Prime Lessee')for all of such Parcel with such Prime Lessor,then for so long as Prime Lessee is in possession of the property as lessee,Prime Lessee shall have all of the rights and obligations of the Parcel Owner, and the other Parcel Owners shall look solely to said Prime Lessee for the performance of any obligations said Parcel Owner shall have under this Declaration and the Prime Lessor shall be • relieved,while said lease is in effect,of any obligation for the performance of or liability under this • Declaration set forth herein relating to either the Parcel Owner or its Parcel. • 6.9 Partial Invalidity: If any term or provision of this Declaration or the application hereof to any person or circumstance shall to any extent be invalid or unenrorceable, • then the remainder of this Declaration and the application of such term or provision to other persons or circumstances shall be unaffected thereby,and each term and provision of this Declaration shall be valid and enforceable to the fullest extent permitted by law 6.10 No Partnership. The provisions of this Declarat',n are not intended to create,nor shall they in any way be interpreted or construed to create,a joint venture,partnership or any other similar relationship between the parties. Each party shall be considered a separate party and no party shall have the right to act as agent for another,unless expressly authorized to do so herein or by separate written instrument signed by the party to be charged. 6.1 I Captions. The captions and headings in this Declaration are for reference. only and shall not be deemed to define or limit the scope or intent of any of the terms,covenants, conditions or agreements contained herein. 6.12 Entire Declaration. This Declaration contains the entire agreement,and supersedes all prior agreements(either oral or written),with respect to the subject matter hereof 6.13 Interpretation. Whenever the context requires in construing the provisions of this Declaration,the use of a gender shall include both genders,the use of the singular shall include the plural,and the use of the plural shall include the singular. The word"including"shall el be construed inclusively,and not in limitation,whether or not the words"without limitation"or +, "but not limited to"(or words of similar import)are used with respect thereto. The provisions of Y this Declaration shall be construed as a whole and not strictly for or against any party. Unless otherwise provided,references to Articles and Sections refer to the Articles and Sections of this Declaration GO6.14 Joint and Several If any party hereto is composed of more than one 0) person or entity,then the obligations ofsuch party shall be joint and several. 6.15 Recor.fing. This Declaration shalt be recorded in the ofHice of the recorder of the county in which the Parcels are located. 6.16 Time of Essence:Force Majeur@. Time is of the es sence with respect to the performance of each obligation of this Declaration. Whenever performance is required by any r person or entity hereunder,such person or entity shall use all due diligence to perform and take all necessary measures in good faith to perform;provided,however,that if completion of • performance shall be delayed at any time by reason of acts of God,war,civil commotion,riots, strikes,picketing or other labor disputes,unavailability of labor or materials,damage to work in progress by reason of fire or other-casualty,or any other cause beyond the reasonable control of • such person or entity,then the time for performance as herein specified shall be extended by the r amount of the delay actually so caused Notwithstanding the foregoing,the provisions of this section shall not operate to excuse any person or entity from the prompt payment of any monies required by this Declaration to be paid. • • ae: 6.17 Mortgagee Protection. Notwithstanding anything in this Declaration to the contrary,no breach of this Declaration shall defeat or render invalid the lien of any mortgage or deed of trust made in good faith and for value,but this Declaration shall be binding upon and • effective against any party hereto whose title is acquired by foreclosure,trustee's sale,deed or conveyance in lieu of foreclosure or otherwise. Notwithstanding anything to the contrary contained in this Declaration,in order to preserve the rights and interests of any"Institutional Lienholder"(as defined below),if a lien is placed on a Parcel pursuant to Sections 4.6 or 4.8,such lien shall be subordinate and inferior to the lien of any Institutional Lienholder now or hereafter placed upon such Parcel,except that upon foreclosure(or deed or conveyance in lieu of foreclosure)or termination of the lease under a saleffeaseback by an Institutional Lienholder,any lien recorded pursuant to Section 5.1 prior to such foreclosure or termination,and any post-foreclosure or post-termination lien,shall be and become the obligation of the person or entity acquiring title to such Parcel by such foreclosure(or deed or conveyance in lieu of foreclosure) In any event,the interest of any Institutional Lienholder in a Parcel,and any assignee or successor-in-interest of such Institutional Lienholder,shall be subject to all the covenants,terms and conditions contained in this Declaration. As used herein,"Institutional Lienholder"means any mortgagee under a mortgage or beneficiary under a deed of trust or lessor . • under a sale and leaseback or secured party under any security agreement constituting a lien on the fee or leasehold interest in any Parcel or any portion thereof,which lienholder is a bank, N savings and loan association,insurance company,pension fund,real estate investment trust,credit d' union or other institutional lender. d' 6.18 Limitation of Liability. Except as specifically provided below,there shall • be absolutely no corporate or personal liability of persons or corporations who constitute the Q Major Parcel Owner,including,but not limited to,members,officers,directors,employees or 14 agents thereof,with respect to any of the terms,covenants,conditions and provisions of this Declaration. In the event of default of the Wilt.Parcel Owner hereunder,the Parcel Owner who seeks recovery from the Major Parcel Owner shall look solely to the interest of the•Major Parcel Owner in the Major Parcel for the satisfaction of each and every remedy of the • non-defaulting Parcel Owner;provided,however,the foregoing shall not in any way impair,limit or prejudice the right of any Parcel Owner to pursue equitable relief in connection with any term, covenant or condition of this Declaration,including a proceeding for a temporary restraining order,preliminary injunction,permanent injunction or specific performance. 6.19 Annexation. Zelman shall have the right(but not the obligation)to annex • Parcel L into the Project covered by this Declaration. Such annexation shall be effectuated by the recordation in the records of King County,Washington of an"Annexation Notice." Upon recordation of the Annexation Notice,Parcel L will be a"Parcel"subject to the burdens of this Declaration and entitled to the benefits hereof The recordation of such Annexation Notice shall operate to effectuate the revised percentage shares of the Parcels attached hereto as Exhibit"D." which shall thereafter replace Exhibit"C"for all purposes. Zelman also reserves the right in the Annexation Notice to supplement Exhibits"B-I.""B-2"and"B_3"as necessary to reflect the existence of any Utility Lines on Parcel L.but neither the Utility Lines nor the Sidewalk on any of the other Parcels shall be adjusted by any such supplement. In the Annexation Notice,Zelman also reserves the right to include the pedestrian trail on Parcel L within the definition of the • • "Sidewalk"contemplated under this Declaration(but prior to such time,the trail located on Parcel L will be maintained and repaired by and at the sole cost of the owner of Parcel L). IN WITNESS WHEREOF,THIS DECLARATION HAS BEEN EXECUTED AS OF THE DAY AND YEAR FIRST ABOVE WRITTEN. ZELMAN RENTON,LLC, a Delaware limited liability company By: Zelman Industrial Partners,Inc., a California corporation, Its: Managing Member • By: • • Ben Reding Its: President .0411 STATE OF CALIFORNIA ) ) ss. e COUNTY OF Led(1 io a 0) CD On ()Cre'AO,Ace,before me, Tlrr.A1'11.erxt Ciao 444 cicl a Notary Public in and for said state,personally appeared BEN REILING,personally knbwn to me(or proved to me on the basis of satisfactory evidence)to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument,the person,or the entity upon behalf of which the person acted,executed the instrument. WITNESS my hand and official seal. KATKEEN Art ue+jm • _ WIT Commission•I103710 >• moan Plastic•e 46-12114."—No Public in and for State s_ins: :cunt:Yrs 2143 • (This area for official notarial seal] • NM • • • ION • . Trec?fi%F ....0 YY Cth,.•t.•,_, ..v Te4,-*fib';-.w. Exhibit* A-1 Legal Description of Major Parcel(Adjusted Parcel J) A-2 Legal Description of Parcel I A-3 Legal Description of Parcel H A-4 Legal Description of Parcel N A-5 Legal Description of Parcel L B-1 Site Plan B-2 Legal Description of 25'Storm Drainage and Utility Easement B-3 Legal Description of Private Storm Drainage Easement C Percentage Shares of Parcels(Excluding Parcel L) D Percentage Shares of Parcels(Including Parcel L) • • EXHIBIT A-1 LEGAL DESCRIPTION OF MAJOR PARCEL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,TOWNSHIP 23 NORTH,RANGE 4 EAST,WILLAMETTE MERIDIAN,CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43'd STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43'd STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO.43 BEARS NORTH 88°48'43"WEST 784.19 FEET DISTANT; THENCE NORTH 01° II' 17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I AND THE TERMINUS OF THIS DESCRIBED LINE. EXCEPT THE WEST 598.82 FEET THEREOF AND; EXCEPT THE SOUTH 230 FEET THEREOF. ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE N ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED UNDER RECORDING ' NO.9809239001,RECORDS OF KING COUNTY,WASHINGTON. WV • GC C? • `'::? 44.;, , i 1st=- is • • • ... �.-�. •1� �.L:"�j'y4-.'",`-R^�tGr.2Tl•6 r.:HS'...>l. .w.... _.�_a EXHIBIT A-2 J.,EGAL DESCRIPTION OF ADJUSTED PARCEL I THE SOUTH 230 FEET, EXCEPT THE WEST 598.82 FEET THEREOF, OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,TOWNSHIP 23 NORTH,RANGE 4 EAST,WILLAMETTE MERIDIAN,CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 434 STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43"I STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO,43 BEARS NORTH 88°48'43"WEST 784.19 FEET DISTANT; • THENCE NORTH 01° 1I' 17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL "I" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED UNDER RECORDING NO.9809239001,RECORDS OF KING COUNTY,WASHINGTON. CD 01 • • r • • EN • EXHIBIT A-3 JJEGAL DESCRIPTION OF ADJUSTED PARCEL H THE EAST 290 FEET,OF THE WEST 598.82 FEET OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,TOWNSHIP 23 NORTH,RANGE 4 EAST,WILLAMETTE MERIDIAN,CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43a STREET, LYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 43a STREET. FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO.43 BEARS NORTH 88°48'43"WEST 784.19 FEET DISTANT; THENCE NORTH 01° 11' 17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL "H" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED UNDER RECORDING N NO.9809239001,RECORDS OF KING COUNTY,WASHINGTON. a! O 00 w.. • • MI • EXHIBIT A-4 LEGAL DESCRIPTION OF ADJUSTED PARCEL N THE SOUTH 308.82 FEET OF THE FOLLOWING DESCRIBED PARCEL: • THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,TOWNSHIP 23 NORTH,RANGE 4 EAST,WILLAMETTE MERIDIAN,CITY OF RENTON, KING COUNTY, WASHINGTON, LYING NORTH OF S.W. 43'+STREET, TYING WEST OF OAKESDALE AVENUE S.W., LYING SOUTH OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I, AND LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE CENTERLINE OF SAID S.W. 434 STREET, FROM WHICH POINT THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO.43 BEARS NORTH 88°48'43"WEST 784.19 FEET DISTANT; THENCE NORTH 01° 1l' 17" EAST TO THE SOUTH LINE OF SAID SPRINGBROOK SLOUGH DRAINAGE DITCH NO. I AND THE TERMINUS OF THIS DESCRIBED LINE. ALSO KNOWN AS ADJUSTED PARCEL "N" OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, AS RECORDED UNDER RECORDING NO.9809239001,RECORDS OF KING COUNTY,WASHINGTON. d' d m 01 j • �;. :..G _ - { i.+.: �.'i: ;c *�'a .:.. .�•}L`"�;�1ii•r."�7T�i-��-,�;��: • .� • EXHIBIT A-5 ,LEGAL DESCRIPTION OF FARCE!,L THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE NORTHWEST Q'JARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON,KING COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS EAST 556 FEET AND NORTH 30 FEET FROM THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION LAND CLAIM NO.43 BEING PARTS OF SECTIONS 35 AND 36 IN TOWNSHIP 23 NORTH, RANGE 4 EAST, • WILLAMETTE MERIDIAN,IN KING COUNTY,WASHINGTON; THENCE NORTH 308.10 FEET TO THE CENTERLINE OF SPRINGBROOK SLOUGH DRAINAGE DITCH NO. 1; THENCE ALONG SAID CENTERLINE OF DITCH,SOUTH 64°45'00'WEST 89 FEET; THENCE SOUTH 48°45'00"WEST 97 FEET; • THENCE SOUTH 3i°24'50"WEST 259.9 FEET TO THE POINT WHICH IS DUE WEST OF THE POINT OF BEGINNING; N THENCE EAST,ALONG THE NORTH MARGIN OF COUNTY ROAD,311.14 FEET TO vr g THE POINT OF BEGINNING m EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH RIGHT OF WAY;AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR 4.4 go COURT CAUSE NUMBER 81-2-08117-7 FOR WIDENING OF S.W.43'd STREET. 0 • �-. •': i 3{t =i licit .. t �.. .. i .. N - J U 1 n• • EXHIBIT 'B'y • DRAJNACiE,MULES AND TRAIL Eaters A i eeDNa TOMS!os OF THE vEHMOE 4S.wX • OCTAL NOT TO SCALE I. D i DO soo OTY OF WM.OS=NTT.1161 HPROON e t I. '.Illit .: 8 •E '-. DETAL NOT TO SCALE0111111P �� U �i -"l . CAI\12Nifixto U Li -Y''<.,� • +,- Li - !► ' J ' • I,i: f NENCIii7TO L, .,r• 4a 11 �ErAA:.rsllm ADJUIMF J e nour.4 4,r 4. ��� L PaoPosoD is • !, 1 ®I:.ra.%*s 4 STORY ORMAGE u imtm EMIT. f.: t ® riox m t� O *IN Pi I T ®.r1TrTr� . PEDESSTRUN /' •? T f N I t,' . X ® ...• r?S�1Mai Twin sA.-c 4=® • •; 3 Mai:.ai+M:-i.�I %.FMCS-L -Allikiiii ®c r.•r:-rim 1E311:::t: r.idlm ®I::iiii alEMI WiWmammommi oErm.NOT TO SCALE .I''�rF�T'r3MERE 1111111, 01:rA.k.r!-id111131 T.` ry ZttOfil ZOTE16 to • I■ . EXHIBIT B-2 LEGAL DESCRIPTION 25-FOOT STORM DRAINAGE AND UTILITY EASEMENT . That portion of Adjusted Parcels H,J,and N of City of Renton Lot Line Adjustment No.LUA-98- 027-LLA,as recorded under Recording No. 9J993900/,records of king County,Washington, more particularly described as follows: A strip of lend,25 feet in width,lying 12.5 feet on each side of the following described easement centerline: COMMENCING at the Northwest corner of said Adjusted Parcel N; THENCE South 01• 11' 17 West along the West line of said Adjusted Parcel N a distance of 74.08 feet to the POINT OF BEGINNING of the described easement centerline; THENCE North 86'26'58 East 204.26 feet: THENCE North 80'00'02 East 138.23 feet; THENCE North 75'67'48 East 298.25 feet; 0/ THENCE South 88'44'21 East 300.27 feet to the Easterly line of said Adjusted Parcel J; a' THENCE North 88'44'21 West 300.27 feet; ler THENCE South 01'11'17 West 259.05 feet to the Southerly line of said Adjusted Parcel J and the terminus of the described easement centerline. Extending or shortening the sidelines of said easement to intersect each other end to terminate r et the boundaries of said Adjusted Parcels H,J,and N. QD 0) 09 4 " il v` Xli: oX,�� 'N.ii 7..Ai4obs (t EXPIRES 5/1s/99 , i iProject Name: August 1995 J 5911 L 010 AWG/gs/sm r • • • in • 1dZHIHIT 8-3 LEGAL DESCRIPTION PRIVATE STORM DRAINAGE EASEMENT All that portion of Adjusted Parcel'J',City of Renton Lot Line Adjustment No.LUA•98.027•LLA, as recorded under Recording No.g!?f.J9xf'records of King County,Washington,lying northerly of the following described line: COMMENCING at the Northeast corner of said Adjusted Parcel'J'; THENCE South 01.48'07"West along the East line of said Adjusted Parcel'J'a distance of 355.00 feet to the POINT OF BEGINNING of the described line; THENCE North 88"44'21'West 307.91 feet to the Westerly line of said Adjusted Parcel and the terminus of the described line. 091ar' er .. fqe o•'+H":y�, sp a'° tt 'o'tt • ioNA.+LA" qrS EMPIRES Stele/99' ,p • Prom,Name: • Auryn 31.1995 791 I L.W9 R WO/I" Ile jEXH1nIT c PERCENTAGE SHARES OF PARCELS I. Major Parcel 21.59% 2. Adjusted Parcel l 17.18% 3. Adjusted Parcel H 32.62% 4. Adjusted Parcel N 28.61% 1.1 O O CO 01 • rdt111•11T_D PERCENTAGE SHARES OF PARCELS I. Major Parcel 20.34% 2. Adjusted Parcel I 16.19% 3. Adjusted Parcel H 30.76% 4. Adjusted Parcel N 26.97% 5. Parcel L 5.74% Ut N •:` 4., •- • • . . A.• LOT LINE ADJUSTMENT LUA-98-027-LLA. A PORTION OF THE NW 1/4 OF THE NE 1/4 OF END-30-0103 . SECTION 36,TOWNSHIP 23N,RANGE 4E.WM CRY OF RENTON,KING COUNTY,WASHINGTON EXISTING PARCEL ADJUSTED PARCEL DECLARATION LEGAL DESCRIPTIONS LEGAL DESCRIPTIONS INS 101 UNE VAISINENI 6 WOE.IN M(FREE MILL AND CONSENT AND IS 116 GLN9YC DIMON FEESTYRAPIL OWNER OF OF 1NE1 M+DS MOAN NEREN4 PROPERTY LINES PS 510fN NOTION 1 DECLARE MOWN NF • PARCEL H ADJUSTED PARCEL H THE - , ' THE WEST 05 FEET IN wOTN OF THE(OLLOMNO DESCRIBED PROPERTY: THE EAST 290 FEET Of THE NEST 596.62 TER Or THE FOLLOAINO DESCRIBED PARCEL• { 2QWR rtlIION.LLC. THAT PORTION OF THE NORTHWEST QUARTER OF THE NORIHFAIST QUARTER OF SECTION 36. THAT PORTION O'TINE NORTHWEST OU4RlER W'111E TORT I-ST OWITER 09 SECTION JB. BY MLNAR TON.L C.PARIAFAS.INC. TOMASNW 73 NORM,RINSE 4 CAST,NILAYC77E Y[g10N4,IN KING COUNTY. WASHu1UP 23 NORTH.RANGE 4 EAST,RD YER91Ill L1TY or SEM10N,VINO COUNTY, ITS LI4NA4 III INDUSTRIAL WALNOtOn,DESCRIBED AS TOLLOWS: LYING STOII,LYRIC NORTH OF S.W.43RD STREET.LYING WIDEST OF D LYINGALE AVENUE SW., .19.4., � `/ LYWC SAUM OF SPPUNGOR001I MOWN DRAINAGE OUCH AO, I.AND EAST OF THE ,�! l BEGINNING AT A POINT ON THE NORTH SIDE OF S.W.43RD STREET WHICH IS 943.04 FEET FOLLOWING DESCRIBED UNE: /7 J J. T CORNER OF HENRY ADAMS DONATION LAND CUNT NO.43.iN SECTIT! EAST ON 36,TOF THE MNSHIP IS 23 NORTH.RANGE 4 EAST.w1LLAYEFTE MERIDIAN.IN KING COUNTY, BEGINNING AT A POINT ON THE CEniFALRIE OF S4IO S.M. siRD STREET.FROM IFNSCII POINT ITS )t AU!aeN WASWNGION: THE NORTHEAST CORNER-OF HENRY ADAMS DONATION LAD CAT,/No.43 urns NORTH ACKNOWLEDGMENT . IHFNCE EAST 3530A FEET.ALONG THE NORTH SIDE Of SAID STREET' PC 41'43'WEST 704.19 FEET DISTNIT• THENCE NORTH 562.10 FEET TO SPRING BROOK SLOUGH DRAINAGE DITCH NO.I• THENCE NORTH or II• Tr EAST TO 1HE SOUTH LINE OF SAIO SPIOIOBROOK SLOUGH A.����� THENCE WESTERLY.ALONG THE SOUTH 50E OF SAW DITCH.334.12 FEET TO ONE FAST UNE DRAINAGE OUCH NO.1 AND THE TERMINUS 0r 1105 DESCANTED LINE. STATE O AYTiTwilw N� SS • OF A N IoNC COUNTY. WASIA TOGT WNSTON AS RECORDED IN VOLUME 30O OF•DEEDS,PAGE 450 MOWN AS ADJUSTED PARCEL-N'OF CITY OF RENTON LOT NINE ADJUSTMENT Can O�� T207.ILE IN S COUNTY,ALONG SNIT U A72.1 FEET TO THE PONE OF BEGINNING: NO.LTA-96-027-LLA.AS RECORDED UNDER RECORDING NO.QR8.2.• 1601 L'a s ••t� a TM THENCE SUUTNCALY.ALONG SA0 LINE. 1 CEIITR MU I KIOM NE E NC 51ITT MINI THAI-LL111J-L9.)G� RECORDS OF KING COUNTY.WOSINIOTOH. I COIN IRO.Wppm 91FORE IS NO SW PERSON 4CAWALJDRO mo Sy.SOLO / . • EXCEPT I01-poRTON-05117 THEREOF CONDO/NM OF S.W.KING STREETR SUPERIOR COURT fAASE ADJUSTED PARCEL I TANS IGWAdT.ON MIK MUM OK 9A5 NRFOR ED TO(AWE TIE N51RN011 nuuBER et-7-06117-)FOR MDEMNC OF . 4]RO ANO ACKNDWIFDGEO IT AS THE OF Blum RENT0L LIE. • PARCEL I THE SOUTH 230 FEET.EXCEPT THE WEST 590.62 FEET THEREOF,Or THE FOLLOWING TO RE DR FREE FREE A TOLL N1AR1"Orr PART FOR THE USES MO PURPOSES I DESCRBED PARCEL ANIFNFO TIRE 1161111.44111. THAT PORTION Or THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER Or SECTION 36. • 04R0 RS$IA.,,DST OF.SL9t..T99S. IOw14MP 23 NORM,RANCE 4 EAST.wIL1AYERE uUPOwI.IN TNG COUNTY, THAT PORTION OF THE NONTHIYEST QUARTER Of THE NORTTHEAST DURTER OF SEC110N 34. ,` WASNINGron.DESCRIBED AS FOLLOMS: 1OWNSI1 23 NORM,RANGE A EAST,MLUYETTE 11(010 14.OTY OF RENTON.TANG COUNTY. .T�„� . J7f h wNA/HOW.LYING NORTH OF S.M.43RD STREET ING WREST OF OYIESOYE AVENUE S.W. MTART FOl M STNE Of Nl�WtiY�C + • BECNNNO AT A POINT ON THE NORTH SIDE OF S.W.43RD STREET WHICH TS 943.04 FEET LINO SOUTH OF SPT6HGBROOK SLOUGH DRAINAGE CAM.NO.I.AND LYING EAST Of THE ESOR6 N 7O.143. 1+: OFyl,d 1..R�1.- 9 EAST AND 30 Ho NORTH Or THE NORMETST CORNER Or HENRY 404Y5 DONATION TAM FOLLOWING OESCABDED LINE: • PANTED IA11E JLnALI.r-M N 1�. __L�..��I.I•DDl78D CLAN NU.43,IS SECTION 36,TOWNSHIP 23 NORM RANGE 4 EAST.YALUYLTE 11FWIPAH. COADISON EXPIRES R • 1H NINE COUNTY, 04 TON; BEGINNING NORT AT A PONT ON THE CFNTERUNE OF 5N0 S.M. 43RD STREET.FROM WNO PONT THENCE EAST 35304 FEET.ALONG THE NORTH SIDE OF SAID STREET: THE NORTHEAST CORNEA OF HENRY Mon 00581KW WINO MAN NO.43 REARS NORM 6C 46.43'WEST 764.19 FEET INSTANT: �•I/� T THENCE WESTERLY.ALONG THE SOUTH SOC OF SA10 DITCH.334.12 FEET TO THE EAST UTL NORTH Or iI•ANO THE iTo T,T4 Or)4 USED[SCJROE,SHE. 6RWK stow. DECLARATION OF COVENANTI Or A 5-ACRE TRACT DEEDED TO WINSTON AS RECORDED IN VOLUME SRO Or DEEDS.PAGE M IMAM K M TAW DISWC[O WW1 INK LOT IAE 40AISIYUIi,N BOURN FOR M NP ITT 207. NANO COUNTY,OAGHNCTON: ALSO KNOWN AS ADJUSTED PARCEL 1'OFF CRY 0r RENTCDN LOT LINE ADJUSTUENF TO ACCRt FIRM TINS fU0M901 6T SOMA IERE0N commas ma I (LS TO WM1 1H ' THENCE ERLT,ALONE SAID THEREOF 472.1 FEET 10 THE POINT Of BCCROANG: f R BTISINO I N*FAEST N M NEW WNW SHOAT ON INS LOT LSE MA STI4N1 TO MT NO • NO.EPITS Clm0 Co AS RECORDED UNDER RECOiONO NO. 1 0 1460E. ALL rout PURGA3EII0 OF THE LOTS,ON 0f ANT SU00NEONS THEREOF. TINS COYCRATIT EXCEPTETA THE WESTERLY 65 TILT I IN WOTN:NIO •EC0.09 N)/NtNO GounTr,MAM4I49TON. MALL--.1P TM LAW AS No m ON TINS LOT ma AOAMMAT. .: EXCEPT THAT PORTION THEREOF CONDEMNED N KING[ Y SUPERIOR COURT CAUSE ADJUSTED PARCEL J • NUMBER 6 STREET. 1-2-06N 17-7 FOR WIDENING OF S.W.43RO STREET. _ ,LPPRO PARCEL J OAT PORTION THE NORTHWEST QUARTER Or THE NORTHEAST O7ARTER OF SECTION 36. IV PRO • TOWINSHM 23 NORTH,RANGE 4 EAST.WILLANETTC TAEMOAN.GTY OF RENTON.KING COUNTY. (FANNED AHD APPIIOYED 11*4 I.4.01 OF S(FWLD31 14E 1990 ▪ THE EAST 393-1/1 FEET OF THE NORIHNE51 OIARTER Or THE NORTHEAST QUARTER OF WAS/MM.LYING NORM OF S.W.43RD STREET.LYING NEST OF CRAKESAVENUE S.M., SECMIA 36.IOWNSIRP 23 NORTH,RANCE A EAST.MLINETTE YERIDINT.IN ANC COUNT'/, LONG SOUTH OF SPRINGBROOK SLOUGH TANNAGE DUCA MO. 1.AND LING E EAST OF THE n AIs��/ p FOLLOWING DESCRIBED HUNG L/ /� • EXCEPTwASTANCIon,THAI LnTPC9051 SOUTH1THE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO.I; 0f RENTON ADMINISTRATOR OF PLARNNG/BULD96/IONIC WORKS MUM PORtWN THEREOF FOR S.w 43R0 STREET RIGHT-OF-WAY:AND TTIEOEG NORTHEAST AT•PORT ON THE CENTERLINE OF TIO S.M. )ClA STREET.. iR I..S NO POINT " TII[ CORNER of HENRY ADIOS DONATION LWW CWY NO.I]BFRS NORTH " MEIN THE SOUTH 20 KEY or•' 6 PREU15E5 CONTEVEO TO ME CMOF RENTON FOR 6S NV'43'WEST 76 GNF• KING COUNTY DEPARTMENT OF ASSESSMENTS4.19 FEET DIS 1 WOCwNG OF S W.43PD STREET BY DEED RECORDED UNDER RECORDING NUMBER Ro93669: THENCE 0I1,1,0,1O.'I ir A9O THE TEO RMINUS INTH 06 OESGRIB[D.....SPRINCBROOK SLOUGH DAMNED MD AWROVF0 THa 12 DAY OF S..re JH 11S.1996 AMU COURT CAUSE EXN;EPr THE WEST 59tl.62 FEET MEIIEOr AND:7. -�! _ / • CXCEPI MAT PORTION THEREOF COHOE.NED N KNG COUNTY SUPERIOR _Jo -C AAA/,A�- (r."s-^•-A •rA-^'4A NUMBER 61-2-11117-7 FOR MOENNC OF S.W.43RIO STREET.. EXCEPT THE SOUTH 230 FEET THEREOF. KING 011411 ASSESSOR DEPUTY KING LG)I1 ASSESSOR , PARCEL N N50 KNOWN AS ADJUSTED PARCEL'J'Or CITY OF RENTON LOT LINE ADJUSTMENT ' THAI PORTION OF THE NORTHWEST O RRTER OF THE NORTHEAST MARTEN OF SECTION 36, NO.LUG-9O-027-LLA,AS RECORDED UNDER RECORDING NO. 1 9A RUN Sod, ALCOWR MNffR .1G-11.V- rA✓f RECORDS OF KING COUNTY,WASHINGTON.ON. TOWNSHIP 23 NORTH.RANGE 4 EAST.WRIMETTE NEMOIAN.IN SING MINX WASI91IGTOII.DESCRIBED AS FOLLOWS: ADJUSTED PARCEL N .L BEGINNING UN THE NORTH LINE OF THE[Outer ROW AT A PORK WHICH IS 943.04 FEET EAST.0 SO FEET NORTH OF THE NORTHEAST CORNEA MANS OF HEWN 00NATIOR LAND THE WEST 300A2 FEET Of THE f01.3.OWU4 DESCRIBED PARCEL CLAN 1TO.43 IN SAID 10NN5HIP AND RANGE: �/�/� //�y�11//�� MENCC NORTH 03'A9'00'EAST 495.6 TER.MORE OR LESS.TO THE CEHIfRLY1E Or THE I14Wp 12233H NORTH.RANGE S�WWITWNUYETTE ME00Af1.ECTTY OF RENTON.SECTION COUNTY. y2y J.7a'3' I TANNAGE LONG WASIYNGION.LYING NORTH OFF S.W.43A0 STREET.LYING WEST OF OAKESDALE AVENUE SW.. '^� ' THENCE.SOUTHUTHG SAID09. DITCH OWE.SOUTHNO BIT OS' OF SAO O0NTY READ: LING 5q)1N OF SPPWCBROOK SLOUGH DRAINAGE MICH NO.1,AND LYING EAST OF ME THENCE LONG 0 A THE NORTH LANE FEET ONO POINT COUNTY ROAD: FOLLOW/4 DESCRIBED LINE: I ^ j • THENCE EAST.ALONG 54O R040 LINE IS6A5 TO PO1I21 OF BEGInNIN4` d , EXCEPT RIGNI-OF-WAY TOR SAM DRNNAGE DITCH;AND BERNINA AT A PONT ON THE CENTERUHE OF SNIT S.w. 43RD STREET.FRO.MUCH PORT THE T10RIHEAST CORNER Or HENRY MANS DONATION UINO CLAN NO.43 BEARS NORTH /�I I 60.A0'43"WEST 764.19 FEET DISTANT: MLR NU SCR TR1r22-0611p1 1 FOER*IOC9AHGWOr S.W. MID STREET.SUPERIOR COURT CAUSE THENCE NORTH 01'II' I7 CAST TO THE SOUTH UNE Or SAID SPRINGBROOK SLOUGH 4D0NwGE DITCH NO.1 AND THE TER./ANUS OF THIS DESCRIBED LINE ALSO GOWN AS ADJUSTED PARCEL 11'OF City OF RENTON LOT LINE ADJUST.EHT RECORDS OF TINO LCOUNTY RWASHINOIOIL r n IA,AS EGORGED OCR RECORDING NO.4 •NA9.• r... AP ♦AAfL4 WA �, L We SURVEYOR'S CERTTflCJAIE: 01 Sin-1 Q-GH4V4S O'• 1 E213 • 72ND AVENUE SOUTH NW 1/b NE 1/0 NEC.30,7'.23N.,R.IE.,W.4 SHT ,'... I.:.1,-.,-.-- r t. :10. ,t.4:-j". r��..N�.+• •�..I�• •� /, •gip P _�;Aw Et£Ni.WA 9803 2 __I 9A 14A9B uH.Au . `; 4 I,: •.FrFN. esrrIA�:`4.,.p.^ Ty m y (4.512oT-6222 • • / ` • 1 UA-98-027-LLA LOT LINE ADJUSTMENT IND-30-0103 A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 36,TOWNSHIP 23N,RANGE 4E,W.M. . 0 50 100 200 CITY OF RENTON,KING COUNTY.WASHINGTON . P'1,I*^� 7-- -, e. ,4 MAN_NOT TO SCALE• SCALE:1'.100' . • • • L1/ LI. LZ I L:2 gYAaOa M K M 1/L 1[I/L SECIIM,N IS'art Of REN70N • 1 73 IOI ROYm OF SUNLY AS I/I C ROAONOY AND PUBLIC M KC0FoN6 NO.650/119007 DETAIL u.7 TO SCALE UTILITIES EASEYEHT, U 1 REC.NO.7406170474 • // X • LINE TABLE ' L1♦ L.NPL L20 h i T. LINE BEARING LENGTH I u♦ 2' 12f c L7 - I E 53.0♦ I LlE 9♦.53E 36.9♦E %.e2E %.9e h GE E 0093 100.75 •v;.ti.��.i,i yLv w �Z —8�1 --V- tl---j uri1tIES EISEYENT Lie N6T23']5-E 102.71 ftØLl P �/ I fir' . - L19 NSC05'35-E 107.33 I �� 1 I I• • L20 N26'06'35-E 103.23 LI j / �II _ ' F. L21 _N♦N73'35'E 101,N6 ���L L22 NT7•53'35•E 23A6 LI•- .��_—r�—IRE(TTP,'KW LEN IP'I ADJUSTED L23 N}9'w'l0'E 7.05 i��r LOCIS 9AIE -� I I-I PARCEL) " IW L24 744'2315T 94.30 > ., L25 N♦6-36'1N'E 19.30 15'ITn131Y GSCYFNT� /��� j EL Iw�R IC IRrE I a33.36e SF) o a; L27 NOT•II.17•E 0.64 THE CITY OF RENTON J/ • yIII 5.3♦ REC.NO.7♦04250♦0♦ 'x/� ADJUSTED �J srNE11 PRNATE 25'STORY 'Y Ia • 129 Ne4•73•35'E 1 y APPROMATE 1 3I EASELI N AND U7V.3 W L30 N7536'35-E 7.69 "I LOCATION of FARCE—H I EASEYENr : J • I. ,�J I E73STNC LOT QED i (N0,170 SF) I ifll i , ��..`' IQ E•�.F•✓Av I PARCEL Rr I� N eSN6•N3'IV 305.00' J •'�;.A I I I 10 U,A c�F�• :� : I .:?K�.. �1, •A I : ? J I ADJUSTED I SLOPE EASEYENr �q f I SLOPE EASEMENT I Iy PARCEL I " AFFECTING PARCEL N I j ASFECTNG PARCEL I T. 02.7e1 5,0 �` SUPERIOR COURT CAUSE I SUPERIOR COURT CAUSE I No e1-2-0e,n-7 Io NO.e1-2-00T 17-7 I Ia n .� I N"aR3e'35-V' ]06.62'--F. _ 6C36'SS•1d-20.3 m' M 9T .1. N 6e'N6'S0'Y 769 5a' L2 L. _ .--._____.. II6T5T16b'1311]9'____.-._.__ ' . iqp� $8 - N 6516'N]-W 116♦.66'(Y)NUN 10'(5) -.—• _�—.-' ,dri T,O 3'6PASS ow w • —.. _•— _. •. _.. - -. FA0 3.MSS CCI w CDC sirs'w CASE j�y/J/��I • CO C WI'IN OW CO Ol I LEGEND • I SC m+Irl/A.EI/1 1 a�j • REDA MID 'SCE 2523e'TO 9E 5ET SF =RAE FEET L ail-A • �---�,57 . pp,)11gfED PARCEL ADDRESSES \ ADJUSTED ADJUSTED . A. *.,. PARca N PARCEL J p „ - DETAIL ROT r0 SCALE %NO P NON COCO N91 CONDOM OWN 9. q .: i - op, _ LOLL dI. .r--3t+T :. _ -.,,, ._-'..a .: :...it 771D AVENUE SOURI ~ NW V4 NE Y4 SEC.U.LPJN.,R�W. FIT ?: IA215 A • • .:''` ..,r,-...3..,. • . ,s Im-s°°1'i�a'1?'� �i s-`;] _ • = t j. e'- . LOT LINE ADJUSTMENT LUA-98-027^"A IxD-30-0103 A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 36,TOWNSHIP 23N,RANGE 4E.W.M. CITY OF RENTON,KING COUNTY,WASHINGTON EASEMENTS AND RESTRICTIONS I. THIS PROPERTY IS SUBJECT 70 THE TERMS AND CONDTIONS OF AN EASEMENT FOR MAINTENANCE DF DRAINAGE DITCH AS RECORDED UNDER RECORDING NO.479017. RECORDS OF KING COUNTY.WASHINGTON. ` •- . 2. TARS PROPERTY IS SUBJECT TO THE TERMS AND CONOITONS Of MIND COUNTY `,�� • �j- SUPET63R COURT CAUSE NO.329.2. \ A 3. THIS PROPERTY IS SUBJECT TO THE DECLARATION OF COTENANTS AND CONSENT t n• E7t DECREE AS RECORDED UNDER RECORDING NO.9712312199,N10 FILED UNDER 1 i SUPERIOR COURT CAUSE NO.97-2-17986-2. . -."�i- 1- 0 9 TOLO 2 900 A. THIS PROPERTY IS SUBJECT TO THE COVENANTS.CONDITIONS.RESTRICTIONS AND I_� V .:If`1. EASEMENTS AS RECORDED UNDER RECORDING NO. .RECORDS I�1.17 I , OF KING COUNtt,WASHINGTON. • r . EMI 1 • SURVEY NOTES .- - - . --` T • .• I. nos ETSsURvEYAT USED THE CONCEPTS 0110CR DEVELOPED W SURVEY RECORDED W VOLUME 50 OF ' `� � SW 41�J'• • SURVEYS AT PAGE.09 ANO 109A UNDER RECORDING NO.8806269037.RECORDS OF • RING COUNTY.WASNWGTON. ''///'I,,, 2. THE BASIS OF BEARING FOR THIS SORHEY 15 KID 1988/1991 AS PUBLISHED BY ARID I'. ON FEE WITH THE CITY OF RENTON. THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON MONUMENT NO.593,INCH IS A BRASS CAP WITH AN•X'IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W.A]RD STREET APPROXIMAIELY 35 FEET WEST O'THE CENTER OF OU1E50ACE AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 165E BY TRAVERSE AND HELD THE LINE BETWEEN SAID MONUMENTS P1-00011.11111.111111111.17 En• ' TO BEN 071]]6'E.], tSE IT A FIELDEASU TRAVERSE SURVEY. A STANC Y ELECTLATION HIP TOTAL STATION WASUSED i0 MEASURE THE ANCUIM AND DISTANCE REIATW1105 O BETWEEN THEQ 1 • : '�' CONTROLLING MONO THOSE ION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED M WIZ S.BASELINE 0-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN H.O.S.BAS WITHIN ONE YEAR OF I I y`. THE DATE OF'THIS SURVEY. I I I II I CO0 -• o I • I I I —_— I I y I 1 CI LJJ'L_ ICEP ''III• .. SW 43RD ST. :A • .A E . VICINITY MAP 9869a3-9c0l 1 a4/ al 1-b • • — go -^ .. •sn:w- • (,u!) • • Northern Inc. - . . . • • Consulting Engineers: • - .:• '� " : : :_ ..''• :-..'.:,.• ^, . .: Environmental Scientists,. ,. . .Specal.Structural.:Inspections Construction " 'es'ti U' * YS.r, ,R yy 1 . • F' Y s.. - f Y. . ;• <:,.:.:. .; ,722.Ao.'16th.Ave.,.Stc.:31~'.•: • . • -,;.:'_':. .'`Ya(l5ei0m9�),2W 8A.`9,9Z.�399 d;2.;`':::•G.'.;r:;`;•;9..:75 7:KJuir(ai4cnl2iar5na)d,D8�2'5,0•32:,7_S te4 121. 6'7K13`X!w•'.C9ilce'7ka3;r WraA,te-92r09,, 3e6: • H8erom0Gis'tHown,y,O:3R9 957'N8o8. k;WA.9803 enn0 ) 4 3J 5 • (5 f 1)'S64 0991 Fax 509 248=4220. Fat 42 82 -0 28 • Fir 0 4 2 ( 5) > 3 C5 9173 L'.. •Fax'( 6�-09 nno`rrhernsewa,-net :• 1,800.4,.E. 8> :i'; Web Si, ^;.. ' '. :.:.,k v. r ,..5.. `r iM'Y4E1'1.. ..is. - 2 `.ti<T wp:... ...s: Is ,M x..J+XYr^•1'd' .I°- DEVELOPMENT PLANNING CITY OF RENTON MAR 15 2000 RECEIVED TO IDC., L.L.C. 742 FIRST STREET SOUTH KIRKLAND,WA 98033 RENTON SHOPPING CENTER SW 43RD & OAKSDALE AVENUE SW RENTON,WASHINGTON PROJECT NO. 299-848 PREPARED BY GN NORTHERN,INC. CONSULTING GEOTECHNICAL ENGINEERS YAKIMA,WASHINGTON • February,2000 Inc. • 13501 100th Ave.N.E.,Ste.5238 North �/r ' In V Kirkland,WA 4 Fax(425)825 03 8 (425)825-0327 • Consulting Engineers •.Environmental Scientists • Construction Materials Testing 722 No.16thAre.,Ste 31 Yakima,WA 98902 (509)248-9798 Fax(509)2484220 DEVELOPMENT PLANNING February 4, 2000 • CITY OF RENTON 6713 W.Clear ,ck, a933Ste.F KennMAR 1 5 2000 (509)734-9320 Fax(509)734-9321 I.D.C.,L.L.C. DECEIVED 81006 Hwy.395 No. Hermiston,OR 97838 742 First Street South (541)5640991 Kirkland,WA 98033 Fax(541)564-0928 Attention: Mr. Richard Gumpert • • Subject: Geotechnical Investigation Renton Shopping Center NW Corner of SW 43rd St. &Oaksdale Ave SW,Renton, Washington Dear Mr. Gumpert: At your request, we have investigated the subsurface foundation soils at the above referenced project site in Renton,Washington. Subsoils encountered at the site generally consist of an uncontrolled loose fill layer overlying native sandy silt (ML)/silty sand (SM) and sand (SP). A 4.5 foot thick clay (CL) layer was also encountered in the borehole drilled at the proposed site. . Some organics with vegetation were also encountered at the interface of uncontrolled fill and native soil. Groundwater was encountered at about 10 ft.BGS at the proposed site. The low standard penetration blow counts obtained in the test boring indicated that the on-site fine grain soils are compressible under the planned structural loads if left untreated: These soils are not suitable for supporting the proposed structural loads. Soil improvement and stabilization would be necessary to support the planned structural • loads. We recommend conventional spread footing founded on geopiers (compacted aggregate piers) for support of structural loads. We recommend concrete floor slab should be supported on compacted structural gravel fill (crushed rock). The placement of geopiers and structural gravel fill is discussed in detail in our recommendation. Based on the results of our subsurface study performed at the proposed site, we believe • the site is suitable for the intended construction provided site preparation techniques as discussed in this report are followed. This report describes in detail our investigations, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design and field services CORPORATE OFFICE: E-mail: gnnorthern@ewa.net • 1-800-428-9798 • Web Site: http://www.gnnorthcrn.coit.. Northern, Inc. Cover Letter Geotechnical Investigation,Renton Shopping Center,WA February 4,2000 Page 2 of 2 during construction to review and monitor the implementation of our geotechnical recommendations. If you have any questions regarding this report, please contact us at(425) 825-0327. Respectfully submitted, Imran agsi, .E Senior Geote hnical Engineer Enclosure In Duplicate • • /' gji0i., Northern, Inc. TABLE OF CONTENTS Page PURPOSE AND SCOPE OF STUDY 2 PROPOSED CONSTRUCTION 2 FIELD EXPLORATION 3 LABORATORY TESTING 4 SITE CONDITIONS 4 SUBSURFACE CONDITIONS 5 ENGINEERING ANALYSIS 6 RECOMMENDATIONS 11 LIMITATIONS 17 APPENDIX ASFE Information Sheet , Site and Boring and Test Pit Location Plans (Drawing Nos. 299-848-1 and 299-848-2) , Log of Exploratory Boring and Test Pits , Laboratory Test Data Classification of Soils for Engineering Purposes , Seismic Zone Map i `1t e Northern, Inc. �tz,t. PURPOSE AND SCOPE OF STUDY This report presents the results of a subsurface study for the proposed Renton Shopping Center to be located at the northwest corner of SW 43rd Street*and Oaksdale Avenue SW, in Renton, Washington.The project site is shown on Drawing No.299-848-1 and 299-848-2. The investigation was conducted for the purpose of developing foundation and floor slab recommendations for design and construction. It was conducted in accordance with our proposal to Mr. Richard Gumpert dated January 17, 2000 and authorization received on January 17, 2000. A field exploration program consisting of drilling one exploratory boring and excavating two(2)test pits was performed to obtain information on subsurface conditions. Samples obtained during field investigation were tested in the laboratory to determine physical and engineering characteristics of the on-site soils. Results of the field exploration and laboratory tests were analyzed to develop recommendations for the proposed building foundation. The results of the field exploration and - laboratory tests are presented in the Appendix. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction are included in the report. PROPOSED CONSTRUCTION The proposed development will include the construction of a new shopping center. Based on our review of the preliminary site plan and information provided by RHL Design Group, Inc., the proposed construction will be a single story building with a paved asphalt concrete parking lot. The proposed structure will include load bearing walls (consisting of 3 feet concrete masonry underlying approximately 12 feet high stick wood frame),and flat roof wood frame trusses with slab-on-grade concrete floor system. The new building will be 50 ft. x 140 ft. in size(7,000-sq. ft.)to be oriented north south. The structural loads were not available at the time of this report preparation,however; 2 : �},!� � Northern, Inc. based on our,experience with similar structures,we anticipate the maximum wall loads will be 4,000 psf and the maximum column loads will be less than 50 kips. If loadings, locations or conditions are significantly different from those described above,we should be notified to re-evaluate the recommendations contained in this report. FIELD EXPLORATIONS The field exploration was conducted on January 18, 2000. Utility clearance was obtained prior to field exploration. Test holes were completed at various locations at the proposed site to investigate the subsurface conditions. All test holes were completed within the proposed building area. Our field engineer determined the test pits and boring locations. Drawing No. 299-848-2 should be referenced for site features and test hole locations. Locations of the test holes were determined by tape measurements referenced to the adjacent SW 43rd Street and 7-Eleven building/canopy. The test pits and boring were logged by our field engineer. The test pits were excavated through the subsurface soils to a maximum depth of about 9 feet below ground surface (BGS) using a backhoe. The borehole was drilled through the subsurface soils to a maximum depth of about 41.5-ft. BGS. Disturbed samples of the subsurface materials were collected in airtight plastic bags for determination of engineering and physical properties of the on-site soils. Initially two 40 feet deep test borings,were planned at the proposed building area; however,due to existing loose uncontrolled fine grained fill present in the proposed building and parking area,the second boring location could not be accessed with a truck mounted drill rig. The drill rig was stuck three times in the loose fill area. The rig tires were sunk approximately 2 feet in the soil. Several attempts were made to access the second boring location but were unsuccessful. • ` Boring and test pits were completed in the proposed building area.The test pits were extended down to the maximum depth the backhoe could excavate: Disturbed samples of both fill and native soils 3 y!4 Northern, Inc. were collected from the test pits and borehole. The test pits and borehole were backfilled to near original grade upon completion of field exploration. • LABORATORY TESTING Samples obtained during the field exploration were taken to the laboratory where they were observed and visually classified in accordance with ASTM D2487, which is based on the Unified Soil Classification System.Representative samples were selected for testing to determine the engineering and physical properties of the soils in general accordance with ASTM or other approved procedures. The following laboratory tests were performed: Tests Conducted: To Determine: Grain-size Distribution Size and distribution of soil particles;that is,clay, silt, sand and gravel. Natural Moisture Content Moisture content representative of field conditions at the time samples were taken. Moisture-density Relationship The optimum moisture content for compacting soil and the maximum dry unit weight (density) for a given compactive effort. • Results of all field and laboratory tests are summarized on the enclosed Figures. This data, along • with the field information,was used to prepare the boring and test pit logs shown in the Appendix. SITE CONDITIONS The project site is located on the northwest corner of SW 43`d Street and Oaksdale Avenue SW,west of an existing 7-Eleven store in Renton, Washington. The site is currently undeveloped land. Most portion of the site had been raised. Our review of as built drawings of the adjacent 7-Eleven store revealed that the proposed building area had been raised approximately 2 to 5 feet above the original grade. The fill appeared to be hauled from the adjacent 7-Eleven site during initial site grading 4 'tmf Northern, Inc. activities. A storm water catch basin was also observed near the northwest corner of the site. The catch basin was located in a depression area near original grade. The adjacent undeveloped lot to the north was also raised and leveled. In general the site slopes down to the southeast east. Rainwater accumulation(pooling)was observed near the existing curb along the eastern boundary of the site and near the southeast corner of the site. Adjacent SW 43rd Street appeared to be 2 to 3 feet higher than the adjacent lower portion of the site. The adjacent 7-Eleven property appeared to be 2 to 4 feet lower than the proposed building pad.• , The surface soils at the site appeared very fine grained, soft and highly disturbance sensitive. Our drill rig was stuck three times in the building pad area. The rig tires were sinking due to the loose surface soils. The second boring location was inaccessible due to loose fill present at the site. The test boring activities were terminated upon completion of the first borehole. The northern portion of the building area that was inaccessible with a drill rig was explored by excavating two test pits using a backhoe. SUBSURFACE CONDITIONS The subsurface profile encountered within the exploratory boring and test pits generally consists of a fill layer overlying sandy silt (SM)/silty sand (SM) and poorly graded sand (SP). Sand was encountered at approximately 20 feet BGS and extended down to approximately 41.5 feet BGS,the maximum depth explored at the site. A clay layer, approximately 5 feet thick, overlying native sand • was also encountered at approximately 15 feet BGS. The thickness of fill layer varied in the test holes and ranged from 3 to 6 feet. However, based on our review of original and existing contour maps of the site, depth of fill ranged from 2 to 6 feet across the site. Fill is generally classified as silty sand (SM). Fill contains significant amount of fines/silt content (approximately 48 percent) with high natural moisture content. Occasional pieces of brick, concrete and plastic were encountered in the soil matrix. Some organics with vegetation were encountered at the interface of fill and native soil. The on-site fill appeared uncontrolled, fine-grained, and very loose to medium dense,moderately plastic and disturbance sensitive. 5 'f Northern, Inc. The boring and test pit logs in the Appendix should be referenced for the complete descriptions of the soil types and their estimated depths. Groundwater Groundwater was encountered at approximately 10 feet BGS in the exploratory boring drilled at the proposed site on January 18,2000. We expect seasonal fluctuation in groundwater level. Numerous factors contribute to groundwater fluctuations, and evaluation of such factors is beyond the scope of this project. ENGINEERING ANALYSIS SITE GRADING Based on our review of the topographic survey map prepared by Barghausen and provided to us by RHL Design Group, Inc. the proposed site appears to have been raised with varying depth of fill. Reportedly, this fill was brought from the adjacent 7-Eleven site during its initial site grading. Based on soil conditions encountered in the test holes, approximately 3 to 6 feet of fill exists at the proposed building pad. The fill depth increases to the north. The site appeared relatively level in the northern portion of the building and parking area. The proposed building area is gradually sloping to the south. The northern end of the building area is approximately 3.5 feet higher than the . . southern end. • Considering a frost depth of at least 24 inches:and finished floor near 25.0 (based on our discussion with civil engineer), approximately 12 to 24 inches of cut will be required in the northern portion and some fill will be required in the southern portion to balance the site to near finished grade elevation. We believe uncontrolled fill will be encountered beneath the slab and at the base of the footing. The on-site fill is uncontrolled, fme grained, disturbance sensitive and loose to medium dense. The on-site fill and native fine-grained soils are prone to settlement under the anticipated structural loads if left untreated. The on-site soils are not suitable for directly supporting the proposed footings and floor slab-on-grade. It is imperative that subsoil conditions be improved to enhance the long-term settlement performance of the foundation and floor slab. We 6 • Northern, Inc. recommend concrete floor slab and spread footings(both isolated column and wall footings) should be seated on at least 12 inches of structural gravel fill. This fill should be placed and compacted per our recommendations presented in this report. Prior to placing the structural fill, the topsoil in the order of 8 to 10 inches should be stripped and removed from the building area. We recommend the structural wall footings should be seated on geopiers (24-inch diameter by 10 feet deep) spaced at 6-ft. o.c. and on 12 inches of structural gravel fill placed directly beneath the continuous wall footings. The concrete floor should be seated on at least 12 inches of structural gravel fill. The placement of geopiers and structural gravel is discussed in detail the recommendation section. Prior to placing the structural fill,footing excavations and placement of geopiers,the entire building pad should be proof rolled with 8 to 10 passes of a fifteen(15)ton smooth roller in the presence of our geotechnical engineer. Geopiers should be placed after site grading, subgrade preparation and compaction has been completed. SPREAD FOOTINGS RESTING ON GEOPIERS Geopiers are short aggregate piers or an intermediate foundation system. Geopiers are highly compacted aggregate piers placed beneath shallow spread footings to improve bearing support and to reduce foundation settlement. This approach typically results in a significant cost savings as compared with deep overexcavation and replacement,or placing a deep foundation system(piles). Auguring a hole,2 or 2.5 feet in diameter forms the geopiers. The geopier elements typically extend through the highly compressible soils to moderately competent native soils. Soils at the bottom of the hole are improved or densified by placing and compacting several 18 inches lifts of open-graded, crushed stabilization rock. The bottom of the hole is stabilized to improve the soils beneath the geopier element and to provide a firm base so that the pier can be constructed with a high degree of compaction energy. Crushed aggregate is subsequently placed in lifts, about 18 inches in loose thickness. Each lift is 7 Northern, Inc. compacted with a specialized high-energy tamper that forces the rock laterally into the adjacent soils and compacts the rock to a high degree. The geopier is constructed in lifts up to the foundation grade. The process creates high horizontal or lateral stresses in the matrix soil adjacent to the geopier. The high lateral pressures and undulating sides create a pier with exceptional side friction. The very dense aggregate piers and enhanced matrix soils create a composite soil with significantly improved stiffness and support capacity. As the foundation load is applied, the stiffer geopiers develop higher stresses and support most of the load. The foundation system is typically designed as a conventional shallow foundation that is supported on the improved geopier reinforced soils. Pile caps and extensive grade beam systems, associated with a pile foundation, are not required. Geopier Foundation Company Northwest installs the geopier foundation system. GN Northern's geotechnical engineers work closely with the specialty foundation contractor and will review the design and specifications, and review the results of field load testing of geopier. Monitoring and quality assurance by our geotechnical engineer is required during geopier placement and testing. Footings resting on geopiers spaced at 6 feet on center and on 12 inches of compacted structural gravel fill can be,proportioned for a maximum allowable bearing pressure of 2500 pounds per square foot (psf). This allowable bearing pressure may be increased by one third for seismic loading conditions. In our opinion,foundations constructed on compacted structural gravel fill will settle approximately 3/4 inch with differential settlement less than half that magnitude. We expect most settlement to occur during construction. The lateral resistance of spread footings placed on compacted gravel is controlled by a combination of sliding resistance between the footing and the foundation materials and passive earth pressure against the side of the footing. The project site is located in seismic zone 3 as defined in the Uniform Building Code(UBC, 1997). Zone 3 includes the western portion of Washington and Oregon. The seismic zone factor (Z) as 8 • Northern, Inc. defined in the UBC code is found to be 0.3 and is classified as Type SE for the type of soils encountered at the site. FLOOR SLAB Fine grain uncontrolled loose fill will be encountered in the building floor slab area. Some cutting and filling will require balancing the grade. The northern portion of the site will require some nutting and the southern portion will require some fill within the proposed building area. We recommend that at least 12 inches.of 1-1/4 inch crushed structural gravel fill (capillary barrier) should be placed beneath the floor slab. The fill should be placed and compacted in accordance with our recommendations. Prior to placing the crushed rock, at least 12 inches of exposed subgrade soil should be over-excavated and mixed with minimum 8 percent of Portland cement. The cement treated subgrade soil should be proof rolled with to 10 passes of 15 ton smooth drum roller and compacted to at least 90 percent of the maximum dry density per ASTM D1557 method. After compacting the cement treated subgrade, a woven geotextile fabric(MIRAFI HP370or equivalent) should be placed on the compacted subgrade. We recommend a vapor barrier shall be placed directly beneath the floor slab. A"Moistop Plus"of Fortifiber Corporation or equivalent vapor barrier will be adequate for the proposed site. The placement of structural gravel fill, geotextile fabric and vapor barrier are discussed in our . recommendation section. • We recommend a vertical modulus of subgrade reaction "K" of 150 pci be used for design of slab- on-grade floors supported by 12 inches of structural gravel fill overlying cement treated subgrade. PAVEMENT Flexible Pavement Section ' We have developed the pavement section based on the subsurface soil conditions encountered within the test pits excavated at the proposed site. Fine grain silty soils will be encountered within the proposed parking lot area as subgrade material. This soil is classified as A-4 in accordance with the AASHTO classification system,which'corresponds to fair rating subgrade. 9 • 11., Northern, Inc. Pavement design procedures are based on strength properties of the subgrade and pavement materials along with the design traffic conditions. For parking lot where light traffic(including passenger cars, vans, light duty trucks, occasional garbage trucks) is expected a light duty pavement section is recommended. A proper drainage system is essential for the adequate performance of pavements. The drainage system should be designed for the rapid removal of water from the pavement surface and from the pavement section below. • The design and construction criterion for a light duty pavement section is presented below. The construction details should be considered when preparing the project documents. Recommended Pavement Section Thickness (In Inches) Light Duty Section For Parking Lot Asphalt Concrete Surfacing 2 • WSDOT Class B Mix, SnD=0.35 1-1/2 inch Crushed Aggregate Base Course 6 WSDOT Spec.9-03.9(3), SnD=0.14 Total 8 The construction specifications for paving areas should include WSDOT(Washington Department of Transportation). specifications for surface course and base course material selection. These specifications are included in the Appendix. Prior to placing the base course,the pavement subgrade should be stripped per our recommendations and proof rolled to at least 90 percent of the maximum dry density as determined by ASTM D1557 method. A woven geotextile fabric such as Mirafi HP370, approved by our geotechnical engineer, should be placed over the compacted subgrade in the pavement areas. 10 Northern, Inc. RECOMMENDATIONS Site Preparation: 1. The site preparation should include stripping and removal of topsoil containing organic and surface vegetation from the entire building site. Topsoil stripping in the order of 8 to 10 inches should be adequate to remove organics. For areas requiring fill to raise the site,we recommend an approved granular fill be placed in uniform lifts not exceeding 6 inches in loose thickness and compacted to at least 90 percent in the slab areas and 95 percent in footing areas of the maximum dry density as determined by ASTM D1557 method. The subgrade within the proposed building pad should be compacted and proof rolled, in the presence of a representative of our geotechnical engineer. The on-site fine-grained soils are disturbance sensitive. Excessive pumping and deformation may occur under heavy traffic due to high moisture and fine-grained nature of soils present at the site. Construction equipment should be selected to avoid this difficulty._The use of track-mounted construction equipment is recommended since tracks will exert lower contact pressures than pneumatic rubber tires.Loose uncontrolled fill overlying soft to medium stiff native silty soils with high moisture conditions exist at the site. These soils are prone to settlement and are not suitable for supporting the footing and floor slab-on-grade. We recommend the footings should be seated on geopiers and structural gravel fill(3 inch minus crushed rock). Concrete floor slab- on-grade should be supported on structural gravel fill overlying cement treated subgrade. Prior to placing the structural fill,the subgrade should be proof rolled with 8 to 10 passes of a fifteen.(15)ton roller and compacted in the presence of our geotechnical engineer. The placement of geopiers and structural fill are discussed in items#6 and 7. If construction is planned during wet weather season, construction of a temporary access road using quarry spalls may be necessary. 2. All fill and backfill should be approved by our geotechnical engineer-of-record, placed in uniform lifts, and compacted to the following minimum compaction values as determined by ASTM D1557 method. a)Below Floor Slab .92% b) Below Spread Footings .95% c)Below Pavements_ . . 90% • 11 • �°;��' Northern, Inc. The compaction should be verified in the field using a calibrated nuclear densometer in accordance with ASTM D2922 method. A correction factor should be applied during testing within trenches. The thickness of the loose, non-compacted lifts of structural fill should not exceed 8 inches for heavy equipment compactors and 4 inches for hand-operated compactors. 3. The structural gravel fill beneath the footings shall consist of 3 inch minus crushed rock with 25 to 65 percent passing the #4 sieve and less than 5 percent passing the #200sieve. The structural fill beneath the slab shall contain 1-1/4 inch minus material with not more than 5 percent fines (percent passing the#200 sieve). Suitability of On-site Soils: 4. The on-site fine-grained silty soils (both uncontrolled fill and native soils) are not suitable for use as'a structural fill beneath the footings, floor slab, and pavements. However,it can be utilized in the landscape areas. Excavation/Fill Slopes: 5. While it is the responsibility of the contractor to provide safe working conditions in connection with subsurface excavations,for excavation planning purposes the soils at the site classify as Type C'in accordance with the OSHA Classification system. For excavation purposes,a safe slope of 1(H):1(V) or flatter should be considered for temporary excavation and 2(I{):1(V) or flatter for permanent cut and fill for the type of soils encountered at the site. SPREAD FOOTINGS The design and construction criteria presented below should be observed for a conventional spread footing foundation system. The construction details should be considered when preparing the project documents. • 12 Northern, Inc. 6. Structural wall footings should be supported on geopiers (24 inches diameter by 10 feet deep) spaced at 6-foot on center and on 12 inches of structural gravel fill overlying compacted subgrade. The spread footings should not be less then 24 inches in width. The lightly loaded isolated columns should be supported on 2 to 3 geopiers depending on total loads on.footing. The placement of geopiers should commence after site grading, stripping and proof rolling with a 15-ton smooth drum roller. The subgrade should be compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557 method. After the placement of geopiers and subgrade compaction, at least 12 inches of compacted structural gravel fill(3 inch minus crushed rock) shall placed directly beneath the footings. Structural fill should be placed in two uniform lifts and each lift compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557 method. Spread footing resting on geopiers placed at 6 feet on center and on 12 inches of compacted structural gravel fill can be proportioned for a maximum allowable bearing pressure of 2,500 pounds per square foot(psi). This allowable bearing pressure may be increased by one third for seismic loading conditions. In our opinion, foundations will settle approximately 3/4 inch,with differential settlement less than half that magnitude. We recommend at least one geopier load test shall be conducted in the field prior to .. . geopier installation. 7. All exterior footings should be placed at least 24 inches below exterior finished grade for frost protection. • 8.. Lateral Resistance of Foundations: Lateral loads on foundations due to wind or seismic loading will be resisted by friction atthe base of foundations and passive earth pressure against buried portions. We recommend an • allowable passive equivalent earth pressure in compacted native granular backfill of 200 pounds per cubic foot(pcf). In calculating this value we have assumed footings extend at least 30 inches below the lowest adjacent exterior grade and the backfill around the structure 13 Northern, Inc. is compacted granular soil. This backfill and undisturbed native soil should extend laterally beyond the footings at least a distance of twice the footing depth measured from the lowest adjacent ground elevation. The above-recommended lateral foundation resistance value includes a factor of safety of 1.5. • 9. We recommend a coefficient of friction of 0.45 be used between cast-in-place concrete (footing base) and structural fill beneath the footing base. An appropriate factor of safety should be used to calculate sliding resistance at the base of the footing. 10. Granular foundation soils should be compacted with a smooth vibratory compactor. FLOOR SLAB • 11. We recommend at least 12 inches of crushed rock(1 1/4 inch)be placed directly beneath the floor slab. This crushed rock should be placed in a.single lift and compacted to at least • 92 percent of the maximum dry density as determined by ASTM D1557 method. Prior to placing the crushed rock,the top soil containing organics should be stripped,the subgrade should be proof rolled with 8 to 10 passes of fifteen (15) ton smooth drum roller in the presence of our geotechnical engineer and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557 method. A woven geotextile fabric (Mirafi . . HP370)should be placed on compacted and cement stabilized subgrade prior to placing the structural fill. We recommend, prior to placing the floor slab, a vapor barrier should be placed directly beneath the floor slab. A "Moistop Plus" of Fortifiber Corporation or equivalent vapor barrier should be adequate for the proposed site. 12. To reduce the effects of differential movement, floor slabs should be separated from all bearing wails and columns with expansion joints, which allow unrestrained vertical movement. The requirements for slab reinforcement should be established by the structural designer based on experience and the intended slab use. 13. All plumbing lines should be tested before operation. Where plumbing lines enter through 14 Northern, Inc. the floor, a positive bond break should be provided. Flexible connections s ould be provided for slab-bearing mechanical equipment. PAVEMENT 14. Prior to placing the base course, the native subgrade should be.proof rolled to at least 90 percent of maximum dry density as determined by ASTM D1557 method using a smooth double drum roller. The compaction of subgrade and base course should be monitored and observed by a representative of our geotechnical engineer. Prior to placing the base course, a non-woven geotextile approved by our geotechnical engineer should be placed on compacted subgrade within the truck lane pavement areas only. The geotextile should be unrolled parallel to the direction of pavement length. GENERAL 15. Develop and maintain site grades that will rapidly drain surface and roof runoff away from foundation and subgrade soils both during and after construction. • 16. Concrete in contact with the soil should be designed using a maximum water-cement ratio of 0.5. 17. Concrete should not be cast on frozen ground. Special precautions should be taken during cold weather concreting. Concrete gains strength very slowly at low temperatures. Freshly mixed concrete must be protected against the disruptive effects of freezing until the degree of saturation of the concrete has been sufficiently reduced by the process of hydration. Low temperatures retard hydration and consequently retard the hardening and strength gain of concrete. High early strength concrete can be obtained by using one or a combination of the following: i. Type III or IBA high-early strength cement ii Additional Portland cement(100 to 200 lb. per cu yd) iii. Chemical accelerators Small amounts of an accelerator can be used to accelerate the setting and early 15 i Northern, Inc. y, - strength development of concrete. Low water-cement and low-slump concrete is desirable for cold weather flatwork. Air entrained concrete should be used for construction during freezing months. The subgrade soil should be thawed by temporary heating procedures before placing footing and should be backfillled as soon as possible. CONTINUING SERVICES Two additional elements of geotechnical engineering services are important to the successful completion of this project. 1. Consultation with GN Northern during the design phase. This is essential to ensure that the intent of our recommendations is incorporated in design decisions related to the project and that changes in the design concept consider geotechnical aspects. 2. Observation"and monitoring during construction.GN Northern should be retained to observe the earthwork phases of the project, including the site grading, footing excavations and pavement subgrade preparation to determine that the subsurface conditions are compatible with those used in our analysis and design. We recommend that GN Northern be retained to review plans and specifications that pertain to foundations and pavements,earthwork, and drainage to determine if they are consistent with our recommendations. We also recommend that GN Northern be retained to monitor the soils-related aspects of construction, particularly, the preparation of foundation subgrade, structural fill placement and compaction, and installation of subsurface drainage. In addition, if environmental contamination is discovered in the subsurface soil, GN Northern professionals are available for consultation. 16 Northern, Inc. LINIITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for the exclusive use of IDC., LLC., and their designated engineers for design and construction purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the test pits and boring shown on the approximate boring_and test pit location plan, and,the proposed site grading and construction discussed in this report. The nature • and extent of subsurface variations across the site may not become evident until construction. If during construction, fill, soil,rock or water conditions appear to be different from those described herein,this office should be advised at once so re-evaluation of the recommendations can be made. information indicated on the testpit logs represents the subsurface conditions at the location The d g p of the test pits and boring at the time of excavation. Subsurface conditions may differ at other locations and may change at this location with the lapse of time. , aVAAA Prepared by: Ale Memon,PE Reviewed by: Imran Magsi,P.E. Project Engineer Senior Geotechnical Engineer w�syr4,4y • /!; :i0 R ssa� ; tpNA„ , ;EXPIRES //- //---a J 17 APPENDIX ASFE INFORMATION SHEET IlVIPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsurface conditions than any other factor. As troublesome as subsurface problems can be,their frequency and extent have been lessened considerably in recent years,due in large measure to programs and publications of ASFE/The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays,cost-overruns and other costly headaches that can occur during a construction project. - A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechnical engineering report is based on a subsurface exploration plan designed to incorporate a unique set of project-specific factors. These typically include:the general nature of the structure involved,its size and configuration;the location of the structure on the site and its orientation;physical concomitants such as access roads,parking lots,and underground utilities,and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems,consult the geotechnical engineer to determine how any factors which. change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise,your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed,for example,if an office building will be erected instead of a parking garage,or if a refrigerated warehouse will be built instead of an unrefrigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership,or • for application to an adjacent site. _ • Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors considered in their report's development have changed. . • MOST GEOTECHNICAL"FINDINGS"ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken,when they are taken. Data derived through sampling and subsequent laboratory testing are extrapolated by geotechnical engineers who then render an opinion about overall subsurface conditions,their.likely reaction to proposed construction activity,and appropriate foundation design. Even under optimal circumstances actual conditions may differ from those inferred to exist,because no geotechnical engineer no matter how qualified,and no subsurface exploration program,no matter how comprehensive,can reveal what is hidden by earth,rock and time. The actual interface between materials may be far more gradual or abrupt than a report 1 ' indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason,most experienced owners retain their geotechnical consultants through the construction stage, to identify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly changing natural forces. Because a geotechnical engineering report is based on conditions which existed at the time of subsurface exploration,construction decisions should not be based on a, geotechnical engineering report whose adequacy may have been affected by time. Speak with the geotechnical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods,earthquakes or groundwater fluctuations may also affect subsurface conditions and thus the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events,and should be consulted to determine if additional tests are necessary. ASFE THE ASSOCIATION OF_ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES • IMPORTANT INFORMATION ABOUT YOUR d GEOTECHNICAL ENGINEERING REPORT • GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers reports are prepared to meet the specific needs of specific individuals. A report prepared for a consulting civil engineer may not be adequate for a construction contractor,or even some other consulting civil engineer. Unless indicated otherwise,this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose,or by the client for a different purpose,may result in problems. No individual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design professionals develop their plans based on misinterpretations of a geotechnical engineering report. To help avoid these problems,the geotechnical engineer should be retained to work with other appropriate design professionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM rHE ENGINEERING REPORT Final boring logs are developed by geotechnical engineers based upon their interpretation of field logs(assembled by site personnel)and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings,because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem,it does nothing to minimize the possibility of contractors misinterpreting the logs during bid • preparation. When this occurs,delays,disputes and unanticipated costs are the all-too-frequent result. To minimize the likelihood of boring log misinterpretation,give contractors ready access to the complete geotechnical ' engineering report prepared or authorized for their use. Those who do not provide such access may proceed under the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY • • . Because geotechnical engineering is based extensively on judgment and opinion,it is far less exact than other design disciplines. The situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. To help prevent this problem,geotechnical engineers have developed model clauses for use in written transmittals. These are not exculpatory clauses designed to foist geotechnical engineers'liabilities onto someone else. Rather,they are definitive clauses which identify where geotechnical engineers'responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report,and you are encouraged to read them closely. Your geotechnical engineer will be pleased to give full and frank answers to your question. • OTHER STEPS YOU-CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mitigate risk. In addition,ASFE has developed a variety of materials which may be beneficial.. Contact ASFE for a complimentary copy of its publications directory. • ASFE THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES SITE AND APPROXIMATE TEST PIT LOCATION PLAN I I'leYi-.6t x c••tt\\r'• 1.• o •j MIST I 1 I I 1; < . .a , . # 1 y : cja -� a R' A •=14. ! I• ',IY •`•`111 j. jt • . •.pi t•lYTN�r�fr'\♦ ,,i}I E,.Y��}���y.Yfa: !. , •1; �1—'•.' •�� I 1 i ,4 ar , 4 1 1. • 1 1 • • T 1•' -• TR'eCK LMc I\I� ; 1 ►—••-1 .N4rb .' 1 r( I t • h a� yf.1 P I I ,v Ctl n iy ll O , ri.1 .. • 4�• 26 ! .r 7 ^ I i i a. .A— . ,'f; . Of NSF• • I , A[L i �1 �~�Ty • ISW YISt cp., ..::s CI •alga oak ! r aft I • r I. . 1 L m. $I % 7 • C A. j • 1 : 1 y Ile/ _ !INKIER I BLifD I 1' r Ytk • y i evrrreer•ERGLACIP f ) ; 12' 1 ' N _ r it 3IFTH VT . _I • f • 1. 4 ifr u...............• » j r •R • t�Yt 11 'OR Q., . „w , in' `r ................. 15T ST VALLEY 5 . • t• ti Q i r, . { 1 'f 1^ SITE, I- \ ,~• ,� �_ • t .. I. sc o.a t81STI••St - ti ! :q • -,/r 1 1 '• .y a ;.ru• • ti•i T. 4�.5• t xt �i • • • ... i. • • • f `r - `I 36 4. `v • 3 1 . *• � •• 1 aAL' il. �, 1 �4 f I- . .3r €i T 4 ! 1 ' 1 _ • S i94Tli 3T „4 1 sN iT-- ....-a ki \ , 7�•7rTN • ?.. • ..« vzt j ram �T 4 " 4 ...• ST' , 1•.I` Cr_. �� I 1 I • . • • • • II SITE LOCATION PLAN GN NORTHERN, INC �fl RENTON SHOPPING CENTER Job No: 299-848 NWC of 43 St. and Oaksdale.Ave SW,Renton, Washington II - DATE REPROD.BY REVIEWED BY SCALE DRAWING NO. 2/2000 AM IM NTS 299-848-1 No---- ±..._.. . a 1,r,. • 140'-0"• [ l BUILDING 11 'I ,LT= BORING 1 TEST PIT"2c,o 50140. TEST PIT 1 a Fs , Cs." - - eg S N o 8 t. ; . . .all ' 11 Ill ill . Ei „ , , . , .. , ...• • . . . ,.. • _ , , . m . ii. .. *,,.. .S,•,,\, .X'i\SI,s%� , . \,,,s,,, _76 ._,,,..,„.4,,,,,,\10‘: • aN:‘.1.141 . '41 I--1 .ti L-) NI\h.. . 4 :--* :714 N . Nutar‘ 1 . 0 \x, ,,, I/ . 1 . . IN r_____ . , .., ,,, ... ... .. ,, ,,,NX‘iNLA:_ ' ..N_ _ _ _ r _ OAKESDALE AVENUE SW Rev rnA • Knn 1 I L la , VA APPROXIMATE TEST PITS &BORING LOCATION PLAN GN NORTHERN, INC rd RENTON SHOPPING CENTER Job No: 299-848 NWC of 43 St. and Oaksdale Ave SW,Renton, Washington DATE REPROD.BY REVIEWED BY SCALE DRAWING NO. 2/2000 AM IM 1"=S0' 299-848-2 LOG OF EXPLORATORY BORINGS Ir''K NI Northern Inc. Renton Shopping Center t ' iiik.. „, NWC of SW 43rd St. &Oaksdale Ave SW =` 4 Boring No. BH-1 Renton,Washington . Geo/Eng.: AM Project No.: 299-848 Driller: Tacoma Pump&Drilling Boring Date: 1-18-2000 Drilling Method: HSA Elevation: 24.75(approx.) Diameter: 4"I.D. Water Table(BGS): 10' Logged By: AM See Dwg.#299-848-2 z 11) CD e cam_, c lv 0 21 14 c14 am. L.c rd Materials Description cac--1 o' c L. o 0 s E o A c4 G a' a P 3 A" o g" iY 0 till) ML Uncontrolled FILL:Sandy SILT:brown,wet,soft, SM \moderately plastic ,' - .-::::.!..: Uncontrolled FILL: Silty SAND with Gravel: S-1 I, 17, 15, 15 30 - brown,medium dense,very moist,slightly plastic, u fine grain. NOTE:occasional pieces of bricks were ML also encountered in fill // • — S-2 0 3,3,3 6 5 - Sandy SILT:some clay fines,light brown,very moist(becomes wet at 9'BGS),medium stiff, - slightly plastic S-3 1 2,2,3 5 = S-4 0 1,2,2 4 10— SM Silty SAND:light gray-brown,loose,fine grain, . . becomes more sandy with less fines at 11.5'BGS S-5 1 1,1,2 3 �:•::.+ S-6 1 1,0, 1 1 15f CL Lean CLAY with Sand:light gray-brown,very soft, moderately plastic S-7 1 3,4,3 7 ':.::s:-: Sp Poorly Graded SAND with Silt:light gray brown, loose,medium dense S-8 1 3,7, 11 18 25 +::: : SP Same as above except becomes medium dense and -:,._ ;. medium ro coarse grain S-9 1 3, 11,20 31 30— • -L. y 5 ..3 F. d Ihk t: Northern Inc. Renton Shopping Center NWC of SW 43rd St. &Oaksdale Ave SW Boring No. BH-1 Renton,Washington Geo/Eng.: AM Project No.: 299-848 Driller: Tacoma Pump&Drilling Boring Date: 1-18-2000 • Drilling Method: HSA Elevation: 24.75(approx.) Diameter: 4"I.D. Water Table(BGS): 10' Logged By: AM See Dwg.#299-848-2 ZF �, , o '= o -0 In CTI l6 QMaterials Description d c iv. o a c.9. L o E r x a Pa a 14 3 a 5-10 I 2,3,3 6 35 : SP Same as above except loose 5-1 I M 3,8, 10 18 40— :i::i; — END End of Boring at 41.5'BGS 45— 50— • 55— 60— 65— • 70— LOG OF TEST PITS Northern, Inc. Renton Shopping Center NWC of SW 43rd St. &Oaksdale Ave SW 1! Test Pit No. TP-1 Renton,Washington Geo/Eng.: AM Project No.: 299-848 Contractor: NA Excavation•Date: 1-18-2000 Equipment: Backhoe Elevation: ND Water Table(BGS): NE Logged By: AM See Dwg.#299-848-2 for TP Locations on 0 .a as z a a Materials Description e s. s C 3 a a 0 ML FILL: SILT with Sand and Clay:some organics,occasional pieces of bricks,wood,minor concrete,and some rock shells @3.5'-4.5' BGS,light brown,very moist,soft to medium stiff,moderately plastic - 5 — ML SILT with Sand and Clay:light brown,very moist,soft to medium • stiff,moderately plastic. Note:A thin layer of top soil with 1'kl =1:1 -SM vegetation,roots and organics was also encountered @ approx.6 ft. — END BGS overlying native soil - 10 — Sandy SILT:light brown,very moist,medium stiff to stiff,slightly Mastic Silty SAND:gray,very moist,loose,fine grain End of Excavation @ about 8.5'BGS — 15 — — 20 — - 25 — — 30 — 0 — 35 — I Northern Inc. Renton Shopping Center NWC of.SW 43rd St. &Oaksdale Ave SW • Test Pit No. TP-2 Renton,Washington Geo/Eng.: AM Project No.: 299-848 • • Contractor: NA Excavation Date: 1-18-2000 Equipment: Backhoe Elevation: ND '. Water Table(BGS): NE -Logged By.: AM See Dwg.#299-848-2 for TPLocations • . ° .A C4 • °., I • Materials Description E c, 0 E v • 0 SM Silty SAND:. some clay fines and organics,occasional • .z ;z pieces of wood were also encountered,light brown,m€ry moist to • wet,soft to medium stiff,moderately plastic • ML SILT with Sand:some clay fines,light brown,very moist,soft to • Iva medium stiff;moderately plastic. Note:some top soil with 5 j vegetation,roots and organics were also encountered,overlying I native soil Sandy SILT:some clay fines,light gray-brown,very moist, • medium stiff to stif moderately plastic END End of Excavation @ about 9.0'BGS • 10 • • • • — 15 • • — 20 • • - 25 • - — 30 13 • 35 LABORATORY TEST DATA GN Northern,Inc. Grain Size Distribution 1 Northern, Inc. ' 722 N. 16th Ave.Suite 31 E, 11,: Yakima,WA 98902 Project: Renton Shopping Center Date Received: 1/31/00 Client: I.D.C. Job#: 299-848 Material: Fill Sandy Silt W.O.#: 9381 -., Source: TP-1 @ 1.5' @3' Lab#: 1533 Percent Specifications Sieve Size Passing Minimum Maximum Sieve Analysis Data: ASTM C 136. C 117 Procedure A 4" Fineness Modulus: N/A 3" %Gravel: 5.00 2" %Sand: 47.90 1 3/4" %Silt&Clay: 47.10 1 1/2" Moisture Content: N/A 1 1/4" 1" Moisture-Density Data 3/4" Test Method: ASTM D1557 A 5/8" Dry Preparation Method,Manual Rammer 1/2" 100% 3/8" 98% Point %Moisture • Dry Density 1/4" 1 9.8% 104.6 #4 95% 2 12.1% 108.0 #8 3 14.4% 110.8 #10 91% 4 16.8% 107.8 #16 5 #20 85% #30 Maximum Dry Density: 110.8 #40 81% Optimum Moisture%: 14.4% #50 #60 ASTM D4718 Oversize Correction #80 73% #100 Corrected Dry Density:, 110.8 #200 47.1% Corr.Optimum Moist.%: 14.4% Moisture-Density Relationship! • • ' 113.0 — , T ' ,• d A 108.0 — . • . • 103.0 1 • I 1 I I 1 • I 1 1 I . 9% 10% 11% 12% 13% 14% 15% 16% 17% 18% 19% Percent Moisture Reviewed by: Date: ZDD AS MUTUAL PROTECTION TO CLIENTS AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENTS,AND AUTHORIZATION FOR ANY PUBLICATION FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. . LABORATORY SIEVE ANALYSIS Northern, Inc. Project: Renton Shopping Center Date Received: 1/18/00 Client: I.D.C. Job#: 299-848 • Material: Native W.O.#: 9381 Source: BH-1 5'-6.5' Lab#: 1524 Percent Specifications Sieve Analysis Data: ASTM C 136. C 117 Procedure A - _ Sieve Size Passing Minimum Maximum 4" Fineness Modulus: N/A 3" %Gravel: N/A 2" %Sand: 49.80 1 3/4" %Silt&Clay: 50.20 1 1/2" Moisture Content: 27.00 1 1/4" 1" • Soil Classification (USCS): ASTT D 2487 3/4" Sandy silt(ML) 5/8" N/A 1/2" 3/8" Atterburg Limits: ASTM D 4318 1/4" #4 100% Liquid Limit: N/A #8 Plastic Limit: N/A #10 87% Plasticity Index: N/A #16 #20 76% Specific Gravity&Absorption: ASTM'C 127. C128 #30 #40 70% Coarse Fine #50 Aggregate: Aggregate: #60 Bulk Specific Gravity; N/A N/A #80 63% Bulk(SSD)Specific Gravity: N/A N/A #100 Apparent Specific Gravity: N/A N/A #200 • 50.2% Absorption: N/A N/A Grain Size Distribution . gym 4, 0 00.0.0.8 8 100% i I i � ii i 90% •i 80% '. 70% 60% i : r 50% 40% b`. i i I I 30% 20% 10% 0% 1000. 100 10 1 0.1 0.01 0.001 Particle Size(mm) —Sieve Results —Sieve Sizes Reviewed by: Date: Z • • LABORATORY SIEVE ANALYSIS • .A". Northern, Inc. Project: Renton Shopping Center Date Received: 1/18/00 • ' Client: I.D.C. Job#: 299-848 ' Material: Native W.O.#: 9381 Source: BH-17.5'-9' • •Lab#: 1525 • Percent Specifications SieveAnalysis Data: ASTM C 136. C 117 Procedure A Sieve S)7.e, Passing Minimum Maximum 4" Fineness Modulus: N/A . 3" • %Gravel: 2.00 2" %Sand: 36.60 •1 3/4" • %Silt&Clay: 61.40 . 1 1/2" Moisture Content: 35.00 1 1/4" 1" Soil Classification (USCS): ASTM D 2487 3/4" Sandy silt(ML) ' 5/8" N/A 1/2" 3/8" • 100% Atterburg_Limits: ASTM D 4318 . 1/4" • #4 98% Liquid Limit: N/A • #8 • • Plastic Limit: N/A • #10 97% Plasticity Index: N/A - #16 #20 94% . Specific Gravity&Absorption: ASTM C 127.C128 #30 #40 91% Coarse • Fine #50 Aggregate: Aggregate: #60 Bulk Specific Gravity: N/A N/A #80 • 88% Bulk(SSD)Specific Gravity: N/A • N/A #100 Apparent Specific Gravity: . N/A N/A #200 61.4% Absorption: • N/A N/A Grain Size Distribution' "---*-+ ._ ... , 100%n t iii ' i i i iii+ —' i i i 90% i'i 80% • i ' I i 70% .'Sap II Ii 60% 111i i i ii i i 50% 1:1,`Vl � ;;iii :: 40% iii i i ii ''` ° ` 30% , iii i i ti i i • i:i I i ii • i • 20% i i i 10% ti 0% 1000 100 10 1 0.1 0.01 0.001 • • Particle Size(mm) -Sieve Results —Sieve Sizes•, • • Reviewed by: Date: Z i 07) LABORATORY SIEVE ANALYSIS .,;.:jill, Northern, Inc. Project: Renton Shopping Center Date Received: 1/18/00 Client: I.D.C. Job#: 299-848 . Material: Native W.O.#: 9381 Source: BH-1 15.5'-16.5' Lab#: 1527 . • Percent Specifications Sieve Analysis Data: ASTM C I36, C 117 Procedure A Sieve.Size, Passing Minimum Maximum 4" Fineness Modulus: N/A 3" %Gravel: N/A ' 2" %Sand: 18.60 1 3/4" %Silt&Clay: 81.40 1 1/2" Moisture Content: 45.00 . 1 1/4" . 1" Soil Classification(USCS): ASTM D 2487 3/4" Lean clay with sand(CL) • 5/8" N/A 1/2" 3/8" Atterburg Limits: ASTM D 4318 1/4" #4 100% Liquid Limit: N/A #8 Plastic Limit: N/A #10 100% • Plasticity Index: N/A #16 • • #20 98% Specific Gravity&Absorption: ASTM C 127. C128 #30 • #40 96% Coarse Fine • • • #50 Aggregate: Aggregate: . . #60 Bulk Specific Gravity: N/A N/A - #80 92% Bulk(SSD)Specific Gravity: N/A N/A #100 Apparent Specific Gravity: N/A N/A . • #200 81.4% Absorption: N/A N/A • • Grain Size Distribution' o.. � s ain :; v o � " swu ac . •. r _ 100% i iiiii i i Ili i Hi! '-i Nil i i • ii 90% i ti 80% i . 70% i 60% iii 50% 1 W .:" • 40% b` i ii 30% i ii ii 20% I II 10% ' 0% 1000 100 10 1 0.1 0.01 0.001 . • Particle Size(mm) —Sieve Results —Sieve Sizes Reviewed by:`211;g1 #1-f Date: 210 1 ,. . LUfl • 00 •04, < � L DEVELOPMENT PLANNING • ,� CITY OF RENTON 1 , . _ MAR 1 5 2000 COPy ,, 64V 0,,,,,l � - RECEIVED ,.-' 6 - VIE, -,� sa• ,-."p"•':%,`§3v,,if-i,,Nr i:,,,°it«'iot,'::.' :t...,' -,e:,;::tv sY"t,:q.:x:,.; '-`'=zrb''-a::::i;t5'.�3si'r'«s'>a,.+ r,�r,.. =.;k' 'a*? ;r,:, r 3}e<+m �;�� .�„r.,. ;,s�,w xc:�,'.:':�r.r.zc';c`f ,�. a N �c,.}�a�.;:;°`a ...�s s st �..,.'""-r. .��};"` c�'^".,.'� 'tr.. ',Z,`.h u. ?Sj3. ._' ",-,-sk.' >i:aHai.p« o-,:."�r;,w'-IA.'�'es g-,, ,- e: z'uv ll:t ,,..P a",3;=., .. ,g.t. -wF`"wig. I •'R_ ,�z.r r:'?i':.`. < u r' s .t.,.A.,:A'..y'4:1,m .. .. t .i�' ar$4 t"""._!^x3j+S' +.'`�:.;`:.,.�,....c ..5yyf°n1�,i -'M£:,..r :a'C�t:=, :k.. •.=,,:' .+.. -�i i, '"1 ,r',,.:,^u'•"_., 'a-i* ,,:C;:n":.;_,,,�s:•., I tfv.-.. z^ .k.. ..S-c= '' ,�, ,, %e'�i:,:,s k. .r;,tS'�'i`.,tr..., z-.*: =�k":.c�.::t:F+;t .-.x�'>�x?>��..4s"+Y,..''�""zi,`Lei`ar,•.,�:?.'>rR:,'�.'iTl':i�i=:�`�:;f3 d�`':'Y.;.'a'd��':„•"",.,<' 'rs�a;:".;¢a^�a*+,a;E�r:.:crm:� n":s,?..tea •-a,�rw¢Y ra ~;,;',,,,..'.', <%%v ,' Hz,=s ¢ i-,v ,,,,f4.7S,`: ,:t„"'rr.,,r. :,, .,,';,+„7-it;`E;i"�«.r...s-la,„ '`:ti.,'y" 0�0,st�, ,y.„7 i,,,I.7,:,:`�i, '. a. ..60,::'.:x,:Sefw 'q.t.. .e;. .,�:�`',;:,,,:0.,3T q''%,',r d,.'s s. • 1.4,, ,ai c, .�s<,z> ,`"'k...i,4„. z* a „,+;r �.; =''� ' t ~" ECHNI.C•AL I.N.F:Q MAT:iO:N RE°PORTaw ,g ,; Sk •,,,s, > >..,,-.,� ,2:,},s,, } ,,,:01A,,r..aw,xvT`t9,,,t,,. ,.„, it,..te` ,,,nt,....,..,.-•' tz: :Y$r ,vp ..0 j;: .?. "r oz, in,%S.ik ti::, `us <.:�.,!�r.3t:..a ;a ";:.�..ti."r b°J v" ,..o.y..;,,r'n,v.'h`)f,"'N�"' "5'v'=-'-'��r`n`�` Qi. *z r wS ., .a•w„„�z -=�a �:;=;�t�' a�, �>w�:�,e�o,��'n�a`Vte,C ;x��rt?�; : �s:`4:�',4;" �"��� ^�': r_=rd ;7' ;, 'aM, 6'r'* 2t%i.3 '' „�`.","`1,,, :� nr.i c,4,a :"a':' O `� .t`"^1 r;r�"4x at ', -Tsar .. xl4.k -- :,a. :�r�,�'�"�'r.5`e`=.YF',�.� :x;�e'`,.,aft»,`�-,.�.nw>^,°1..'�i.;,'"7' Ez.`y.' q��.,..a.. x r...a,., i�'.., �h� ��T�:....� �' :`a:;2,.�...,. .�• d ,�, ;°x„. ...�.;...�,��it=.�� rx,2 ,a.,..a;'dd':'t� Y. 2'.""F�r�jr7;.f.4". • `;fix ,,,;st�,''•�; .�.�}!§;ti:,;:+;.; z;�^"s, 'E_;<:^:�^ti [;;-,:. .�_L�r ..�f:.:r �7..5�...viya#u...���.,.-.".y;.,>:ica.§,ar:..si,,�,.��,n ¢� '7a,+an��oq..ae. ,'�' `k'. •�...:. '�. „;4�;;:xx. :,i:a�.� '��; .;K, ••,i°:.tf.�i'°•_s',t, �a ;:� a_,.xt",S�'' ;n.:., ..i 2::,.=.;.`,:`.._w,^,.�„r, ;?i�. b'�,„. aw ;'? i"r.: .. .'74 , "=d . 4�.<,a �i:.r fit; >. ,ai'. ir:41:a ; .1,1 ,`'.°' .'i i.,,,t. g fi. 3; ; ..� i.E: 1 't•,.; IN1=M-ARtCE '` �a �(:es=T„a;Fc�,.,t�x"aa�t�;;N ram.«.. ' s'i�,=f¢? ray^"�.,i _ K, ;>(�.,, �a4�,Nf.;`.ti3� *31'?'rs;F.'+^` m,.r: t;.?:;.;;.l};l:ae.tvk ,ew4:x'.- v, t,..x.%,r.c4; a2„x.: ;spy:.'?;• ,t•wl,:^i':;BSc°� i's: :.4:,nt�.rr:s,d,r;4.�,itv.',-fvf..�*.,` �.';;xi.:.sr„ ;��'"y.: `., w,a•�r35A'+.<,r"3.`,'+,ts, .s,r.�„iyi�...get�:�':C,r';,,r..ae:s��, " ``->iy�?� „�'°. ,a`';s`•-i�„a„:�,' .nTa�`L' �e;w,r.�.,,..c.t.��*s`t; ,:.k`.` cr4.1,,,j,. z. �, ie�. ati'*,,s'�',.,: .,;t,, s ,.� :.:, ';;•-•,-, Y, �syr,,a ;- `•t ., ``' x,w.g,i,,.,,,,; �...t,z.,, f .,�. r? .8�,r°'` L•w.>r!=b,,,b � ur�. �w`;�'s:=.ti. ,ti• :?:',.., R�, .Z',`;`'•'�c' :;,5,h�"' s', i..,;,t ,J «'wt X, ,,,.,. . .i`■{ r ? :ci`;;,e.. .s;., „`r"C'?.P'' 'r40.-w„:;-=' Xy, a ++Ssi.�' ,a - .0 ...t<.x.'ra.,.,��',"1.'�^y 5�°•`'s: lf.,„�.F ::r� ,i+�,Af'-�D�*,'.4'"'Sy'r�c`?tjye^,�.V',r�$�. 'a�,'` �{S #..�':..H¢n ��`'� � ;�.. "' ::'�`f;�µ: 3rr sr«n.s,,'�{4C,'o�.r'�,:-'�,F., "' y;" "r�+�.,`: .?.`�'?�i�;"ry e � e�;.",2'?;�s`�'�r`°e'� �,.y.� ' ;';i�,..� "E ,i;'r,„''k.: d,M%s;'`.'A''z;s4.0�S. :s'•r gat...a°. k 7-'1, c. `'F;u"'.s9 , , *r.'r„?`� '`4C: t .. rs':.. ,,,..4 •z.. .,,e �,2�re44,.;,'.a3, x:',° : h'C- 'jaii i w"'r.,,...,+, .,,,•v;-,;..:'a.,r°: :w zfi ,.tt ..A'..: .ap.. -.,,.,5 s k 1'' 3. 41 4.1 ;�' u.� a%.�:' �>a".'z'.�.`ai'`x�;��:,tab>�;�7 ,af,i�`rxt�.„p;,.u'w,...r;:+`;ffx„:..�;� ',-'thp:2'=;nKr�`aa"` .r: �si�``':�.� a ,:�;.y�z�.-�,,. ? �•�'r;�"ra'I.'wr'%'a'�a,` h<„5.f:�:.�.`�.� >~xg�7�°�N;;,S.a=?,:"'ati':a,�,.u'">.?�i;.��r„xr3�`�"v;8r�;�':;�x� �h `�:�a;:�:3t:t�`}'•"'�' »�vY< J .; ,"S""".e cP - �'.:''>"k's"�C - 1�'J ckyi, t .k. t ' a's`� I '�+'°'' �,a� ,^.d:1,, i'` J i s t ea;jM1•;,1. a :s,t_J ,2�� 'r kr �5 �.� �Z... "T r r.,,,l;. 'F-sa, L..�, •.,}„�„,Q.^�'•�� w. ;�'������,3 rr,,.=��u���:- �;-,, �,��,w:,a,:w�r ���� ��;,LO"GA►TE:D�'rAT�:�.�. -.��: W�.. ..���f <^ �'��.� ;raz%:',?..G'?','.•1,_ f;&r tt�� S, :;4 3� i .i?: .•,} v .9:1,, °,4C rr'°a. .p»+,la .. .:;N.y...:. A,gig. Y.='1 � =^' �.�4e� ::a"�iya'S.'�>is ,z�r.x.shy„ ��•='re .t aqR:�;'�,£�: '�P•a.:^"-u .G'SE''° ''� 1,4,act :`s,�!:'.,,1,1 ;"r„:40,t .54,g,,a, . . +�a�M�wF.. Pf;� . : :fri,...= .'. ''.f'�'c:'`"r,4 n�t „NtC; 4,N ��+. r.; .J Pd,.•s^ .:5:'ef.�° ^4.". �`°',�`�' ;.:„'k;::�;ta r .�c -,t� :: >r 'Cp 4::.,µ n. sai::tr' ;k£'�n?rf..�4;'��^��, �''� ':�%y 3�� �� .:r�.*. �� �<Jy� ':�2. i"�. � �, s: ems'''M1�ti,1�' e:.a y :�� r � 7,"�I:E�`�111�I�I,.:C S, ° �' 43RD�.S7R'EE�T�;=�����n�.����` � � r ,,;,,tf•.,,w,..2 ,y�,b,3,a':tn a .;•..r ..,,v_n3 5.,,,, ,a`.,t w• , " ,4 ,..r i ;;� a, :4, ».;: ,.,ti'&. -«' P�3,�a?, a-'§'r svu, '-a b',,; r`. ,?°`" ,°s.'Q,mw,r"-aa ,a• ,rC.f4,.?iiA; �a r�'<^7fi'Y ""a',� '..ya iaJ?hr ,:;*$ Js �s:r '' ,�„ i^",?3�r`.'.*"�� i**�,t.Av 'v .r.,. pt ,-a'. n,...x"�:x-pj' ,�-�'y;�;,.., :"c.ci.- a`a�,,'rie.' „"�s' ~�..a ,v2� "R't 'P i;n x✓3,'�, -�.^ �w..:.5,`�:`,��,'t, ax �..,�'�V�i}'ems � w,:,�i,:vim Sx M Y "`ieg f ,:ii .r' 5 ' , 5 ; .�r, `+.i ;. ir;s -YUx Y^*>t „�'s..ssry"`?€`v,, f„k' sy ,, .[ '+' g`+t.'ti 3 ,tee;«.,� ,r4;.{+:^ i 4�:_"r-0,. y° >�•,z,;L""r�,�'Y,'��yy�5�=:,�r.�',i���''�'�� •;� ,�5�.�',,.i'�'I�Y�:�•:���a,�;�j�,�.4y' =��,aa���4,=�w„'. „ +,..:�'a.� �.`::F�o., �t„k %:I:e}:�; kF2�t`rX ✓�S i�3�'n+Y;r,��w ,� ��>k�' +F'Nr.ya W ��..�� +�',�t+max 'f`,�p�:�,c�'3,7�-,���� �"�4.<`-' ,�c��,�r^ °k`,t'�.;t�;�.. � �.�j� •' ''v�,'. 'r,-�'s 7"`.�fitir.'.-t"a',1'a'�S.r.z,a"s - '4 ` . 4ta � 'K, ALE 1 EN:U: s _ �," 1 ' r`, 4 y'1: A0 ak,-bat d `s;." "'i,.yit -r1. .'4, ,,}'��:P.t�' t'ft:'w, a11`' F r��'-?..- i 1* yr ,w o m,.,'�-,, 1 ., "3:•--' "'';4s:'. -, ' f^s "':lc .x;.„` pe, i�$,'i*. � •r-r • HINGTONv �; �' sJ :�Y:: '.4`;a Y,.� j, k,.y:7,w k'+i" ,�p�' ,r1r.. s.` �?z�..+,'u`.` � f`�' raa.� rF'ir •:»t.';" :vNc.• at;,� r:t*Is't.:=' ,, .'v'A:' i„ "a: ,5": -`f,,,.,,:_n 9 a,-,,"�,^ �3:.°�-7. i• r T" ���jd,,,, x c3° `� rs tt"�,'sxti f 4TI �0.0., "x ":';» rOt*: 5 a5� > c;. � :a 'G d: ' °uwik . 7,,ri :4;-HcJtA x,tt r,..,,,a, iN ,..r "a w,�Y,';:'s.. sr_ n, 5< e,a� t,,, a<$a'�, A,, ara ?at ;�•,. _;,a., q ��a a w. '.. .15$; ai 'fan tr< ? u „ �'Aliqf � '�' .s�,. .�J.,,.�/.'T �fh ..�� aa,+,u.b;4e :i'1;*K'..T3nl,k. 9.'bk.-',4,�f���EE,, „'�'�:�(��ti^:a,v:.c,"s:G mot,?�,' c'f,•£Lh - OUR JOB NO• . 6777 : S. SP' R4,�-. 4.0 A 4, June 12,. 1998 ' 4' " p'o ' '0 r�• Mz` r 7f�/ i ' .Gl 28527 /�11! - ' <s.- ^� __^e0 -J . •Q, p BARGHAUSEN CONSULTING ENGINEERS, INC. - 18215 72ND AVENUE SOUTH . KENT, WASHINGTON 98 032 (425) 251 -6222 2 1 y�`�I. of ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES etG ENGta • DEVELOPMENT PLANNING F RNTTON MAR 1 5 2000 RECEIVED I. INTRODUCTION/GENERAL INFORMATION 1 • .I j PROJECT OVERVIEW The proposed 7-11 convenience store, and gasoline sales is located at the northwest corner of S.W.43rd Street and Oaksdale Avenue in Renton,Washington. This 1.6 acre site is within the proposed Oaksdale Business Park. This Business Park is a 41-acre development which has been submitted for permitting by the City of Renton. The project is located is located within the northwest quarter of the northeast of - _ Section 36, Township 23 north, Range 4 east. The Oaksdale Business Park includes the stormwater detention and water quality treatment facilities for the entire 41-acre parcel including this subject development. Storm drainage for the subject development 1 will be conveyed to this Oaksdale Business Park facility via a catch basin and storm pipe collection system. All conveyance facilities will be sized in accordance with the City of Renton requirements. 1 Specific project water quality systems provided consist of a separate collection for the area underneath ,, ' the fuel island canopy. This area is directed to a trench drain and a oil/water separator prior to discharge to the sanitary sewer system. Storm water sheet flowing in the direction of the fuel island area is collected within a trench drain. This storm water is then collected and conveyed through the storm water system to prevent the run on of 1, storm water into the fuel island area. A copy of the Technical Information Report is enclosed which further describes the drainage conditions I and requirements for the subject site. Also enclosed within the appendix is the geotechnical report and soils information for this project. I i I, • 1 6777.001 CFB/ph I • r ell {.::;:i:;.::t::;.iii:::.t;.::.}::<:>::»::::>:::>:<::::::. :;:: <:.. . .:.:: .. ::O.R.M.ATI.:...:::..:.:::.:::::::t.:::::.::.::{.:.::::::::::::.<.:::::::::.:::..:::::::::::::. -_ �:::t{.:�:::::.�.}:::.�:::.�:.i:::}}::.:::::: :.}... . i: : CAL.:::�.N:F.: - ::.}:.:::.�::..}:.}}:::::.:::.::.:::::::::::.�:E:CH:ICI .:..{:.::::::::::i:::.:::::.ii:.::::::.:::::.:.:.�:.:::::.}:.::.::::..:::<.:::::.:::::::.ii:::.:::.::::.ii+::.::::::::::::.::.::::::.:::::.;.::. I .....:::. .... .....::::::::.:::.....:. .. 0 . ...::.::..:: l :::::t.:::.1::::<.i::.:1:::::.i:.i:.::. . :.... . �:D.AOV�:F,�0:1::1:::..:::.i::.:. ::::: >:::::::{::.::::n.::::.:.}i::.::.::::::.iii:.}::::.�:::::::.i}:.}ii:.::n.::::::. ,. ......:...,..r ......:.. :... .; .. ���:�•}.}i:•'i:::'r^::ii:4:'t:iii:4:i:>y?;:}•::{:k}iiiii::::viii:{;:}ii: �y. :..t.: ......... .....t.. ........... ...... . . . .O N. "WA, .... .::.t.:::::.:.......t.....n.:,.::::�:.:-:,::. :{: : r::i:.}.:.}}. ::}:i:•.:t . ENT.........r.: :.:.:.t....:{t.... ....... ..... il =`+o`' :�`: �:•.t...:�-.:�{::::::::-:%::r:�>i '' ::;y;;>}:;yn::::::i::•}:•:;.}i; I ...n.v...........0........,..tv;R:::;::i.•.::............?..:.�::.7+...... ............... ....vn..n.::::{.iiw::::x::::;:::::::x :n:.-:::nv:•.:n.�.;\v.::::}}:}}}}: ....... .n..... .......:.. .....:vv .. ....-::.}nw.:,:::•..�::::.:{-ri'v::;}}i::' .}';{r{•}:'}::....::• '::n•..' r::nvv:::?i.}:•::{�.. OUR JOB NO. 5911 F JANUARY 29, 1998 '' 0' 9 2466 3 'i' <c �, , FGrs R C " S9iONAA 'v-? -' r E {R=3 6 f/-9 8 I Prepared By: . BARGHAUSEN CONSULTING ENGINEERS, INC. 1.8215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 • @.GNAV� (425) 251 -6222 m� �a - i CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES f%e$a" I I. INTRODUCTION/GENERAL INFORMATION , e A f-1, 1.0 PROJECT OVERVIEW ' f The proposed Oakesdale Business Park is an approximately 41-acre site located at the northwest corner of Oakesdale Avenue S.W. and S.W. 43rd Street in Renton, Washington. The site is situated in both the northwest quarter of the northeast quarter of Section 36, Township 23 North, Range 4 East and the northeast quarter of the northwest quarter of Section 36, Township 34 North, Range 4 East, Willamette Meridian, King County, Washington. Site development will occur in two phases. Springbrook Creek flows roughly west to east through the property. Phase II and III will consist of development of approximately 31.5 acres north of Springbrook Creek. Phase I will consist of development of approximately 9.8 acres south of Springbrook Creek. This Technical Information Report and accompanying set of design plans are = prepared exclusively for Phase I of the development. Phase I of the Oakesdale Business Park includes a lot line adjustment and construction of a storm drainage conveyance system, wet/detention pond, and sanitary sewer main line to serve each proposed lot. Parcel owners Will then be able to develop individual lots and tie into the proposed it systems. No grading and/or paving improvements are proposed for Phase-I at this time. A ridge line from the southwest corner to the northeast corner of Phase I roughly parallels Springbrook Creek and divides on-site drainage into two flow directions. Ultimately, all flow from Phase I is combined at the outlet end of the quadruple 72-inch corrugated metal pipe culverts conveying Springbrook Creek:under Oakesdale Avenue S.W. tit • • t. i J ` f 1 1 ' 5 5911.005 [KWL'] King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET ...,PART 1 PROJECT OWNER AND PART 2 PROJECT LOCATION • ., PROJECT ENGINEER AND DESCRIPTION. ' Project Owner Zellman Development Company Project Name Oakesdale Business Park, Phase 1 Address 707 Wilshire Boulevard, Suite 3036 Location ' Phone Los Angeles, CA 90017 Township 23N Project Engineer Karl Lundberg Range 4E ' Company Barghausen Consulting Engineers, Inc. Section 36 Address Phone 18215 72nd Avenue South Kent, Project Size 31,5 AC _ WA 98032 (425) 251-6222 Upstream Drainage Basin Size 0 AC N; • - N PART 3'TYPE OFPERMIT.APPLICATION PART 4 OTHER.PERMITS • ❑ Subdivision 0 DOF/GHPA ❑ Shoreline Management ❑ Short Subdivision 0 COE 404 0 Rockery ' ❑ Grading ❑ DOE Dam Safety 0 Structural Vaults ❑ Commercial ❑ FEMA Floodplain 0 Other ❑ Other ❑ COE Wetlands •• HPA :POT SITEsCOMMUNITY"AND DRAINAGE BASIN Community ` Green River _. Drainage Basin Springbrook Creek, Green River ••PART 6 SITE CHARACTERISTICS .r ❑ River 0 Floodplain L DI Stream Springbrook Creek ® Wetlands ❑ Critical Stream Reach 0 Seeps/Springs ® Depressions/Swales 0 High Groundwater Table " ❑ Lake 0 Groundwater Recharge ❑ Steep Slopes 0 Other ❑ Lakeside/Erosion Hazard -PART SOILS. ", _ •, • Soil Type Slopes Erosion Potential Erosive Velocities Puyallup Flat Low Low Urban Flat Low Low ❑ Additional Sheets Attached . PARTB,DEVELOPMENT LIMITATIONS. REFERENCE LIMITATION/SITE CONSTRAINT '. ❑ Ch.4-Downstream Analysis o 0 ❑ Additional Sheets Attached I 591 1.0021KL/tal King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 9 ESC REQUIREMENTS - • MINIMUM ESC REQUIREMENTS DURING MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION CONSTRUCTION MI Sedimentation Facilities M Stabilize Exposed Surface O Stabilized Construction Entrance ■ Remove and Restore Temporary ESC Facilities M Perimeter Runoff Control IR Clean and Remove All Site and Debris 1 ❑ Clearing and Grading Restrictions ® Ensure Operation of Permanent Facilities ■ Cover Practices 0 Flag Limits of NGPES ■ Construction Sequence 0 Other _ ❑ Other I,. :.PART 10 ,.. SURFACE WATER SYSTEM j ❑ Grass Lined Channel 0 Tank 0 Infiltration Method of Analysis ® Pipe System 0 Vault 0 Depression SBUH ❑ Open Channel 0 Energy Dissipater 0 Flow Dispersal _ Compensation/Mitigation ` ❑ Dry Pond 0 Wetland 0 Waiver of Eliminated Site Storage El Wet Pond 0 Stream D Regional Detention Brief Description of System Operation Tiahtline conveyance system to wet/detention pond to provide detention and water quality prior to release to $prinabrook Creek. Facility Related Site Limitations 0 Additional Sheets Attached rReference Facility Limitation • — PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENTS/TRACTS, ' ' • • (May require.special structural review) ' ' ❑ Cast in Place Vault IIIDrainage Easement ❑ Retaining Wall — 0 Access Easement ❑ Rockery > 4' High 0 Native Growth Protection Easement ❑ Structural on Steep Slope 0 Tract O Other 0 Other - PART •SIGNATUREOF PROFESSIONAL ENGINEER • or a civil engineer under my supervision have visited the site. Actual 111 / 11 site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided � here is accurate. sign" - I , 5911.002[KL/tal -5- -----00 00 '' E X"rUT"I ^:si7 :1:,•:'i.A:;:r.; TREATMENT PLANT A,:..;,.::,..14:':':;,r;;::-.':::•?'" 44, 2 _.......iii ,Ippr. 4,, 000 5 I. IMP S Vkt. T • r -.1 41W: till°11.111111111111111111 E If i- ,% ig c:-, C. r: 2 t <V, cn< c co ) 1 - 'kl`li-cY 1.• • g S 1, = ' . en • Talbb i • hc •;'; . . . S VuVi21 S cz.cci Slack Or t :1"4 =..or...13 i . a ,•:,-.; cr B•14. 51“:1 s* ; . 11 1 : ' 1 i • 1.____ o 23 II Blvd SW 27 ST _ S 28 S it t . Treck Or .... w • • (13) .. \ 1 ( f' '/ SITE SW 29 ST U.1 CI . g s i gg• CC 11 e ,-( SW at ST r •. ' . . . .—__. SW 30 ST 2 • >4 30 \V .1 it 1 sw 3. : ext w k - . Ic . SW 34 ST if\":41414\ 3 . a l Z IA 1 "1., i I < SW• .39 ST Z To •x, -0 ., • + 8 . 4 • sw Al ST • Saxon Dr ; e il ..•-• . . VALLEY •--- °dill. 1 MEDICAL ST \ ea r, I/t, :.1 SW 43 ST CENTER 111 pleP .. s ..,• • .t. . Pr, . • ..;t. I s Rive, 1, S i82 ST 36 0 - f . 2 . t I olci af . i • A r . t -xi 6 188 STi o s icier l \ 5 1118 „S I 1/1 • tr ca t S leg ST I g ‘ „ — -- < \ 1 -.-. \ , . ...— . r; • ) ; 1 • SITE LOCATION MAP 1 11 N'TS 4 ' • Reference: Greater Renton City Map, 1987 Edition • n_ . ,-.---'-, . . .. II.. PRELIMINARY CONDITION SUMMARY 1. 2.0 EXISTING SITE CONDITIONS Approximately one-third of the site lies north of the ridge line and drains directly into Springbrook Creek. The remaining two-thirds of the site sheetfiows in a primarily southerly direction before reaching a poorly defined ditch, which conveys drainage toward Oakesdale Avenue S.W. The drainage is collected in a larger and better defined ditch just outside the Oakesdale Avenue S.W. right-of-way and is collected in the underground piping conveyance system of the roadway. Runoff is conveyed north beneath the east side of Oakesdale Avenue S.W. and is discharged into Springbrook Creek at the outlet end of the quadruple 72-inch CMP culverts. Existing soil conditions are listed in the King County soil survey as Puyallup.(SCS hydrologic group _ B) and urban(variable). Type B soil texture is described in the King County Surface Water Design Manual as moderately fine to moderately coarse. The geotechnical engineering study by Earth Consultants Inc. dated December 8, 1997, contained in Section 6.0 of this report describes the soil's texture as fine. Therefore, we have used curve numbers that correspond to Type C soils, which have texture described as moderately fine to fine. 3.0 DEVELOPED AND FUTURE SITE CONDITIONS On-site flow patterns will not be significantly altered by the construction of the pond, storm drainage, and utilities as shown on the plans. As parcels are developed, however, storm drainage will be collected in a series of catch basins located in paved areas and conveyed to the storm drainage system provided to each lot. Storm drainage in future developed conditions of Phase I will be conveyed to the pond. 4.0 HYDROLOGIC ANALYSIS/DETENTION SYSTEM — The storm drainage conveyance system is designed to convey the peak flows from the 25-year/24- • hour design storm at full flow conditions. The rational method is used to determine peak flow rates and Excel spreadsheet software is used for the computer calculations. The wet/detention pond is designed using hydrographs generated by the Santa.Barbara Urban Hydrograph method. The pond is designed to release peak flows from the developed 2-year and 10- year/24-hour design storms at peak rates less than or equal to the existing condition peak rates for the 2-and 10-year/24-hour design storms, respectively. A 30 percent increase in volume over the required volume for the 10-year/24-hour design storm has been added. WaterWorks software is -used to calculate the peak flows, design volumes, and outlet control. Water quality is being provided in a wet pond portion of the wet/detention pond. The required wet pond volume of total runoff from the developed 6-month/24-hour design storm has been doubled to eliminate the need for a biofiltration swale preceding the wet/detention pond. 5911.005[KWUkn] • • ' it., 7 i� x \ +fit, \ ;,`\,\� \C•,\�\\ `: / -- ' I ,I rrl �\, \ \\ ;. \\;\ \;• N • 1 ;Ili b 377.26' • o \ \ \��\ \� x 1-b �,., 6 I. I ` \ ` \\, \` • Q , • Ov \ I ' • 1 Q) 11 \\\`5 •` 1 1 II \ \\t.- "rt\t) ,\\\,\\ ` ' 1 ii : ' \ \\'.\�\ ` `' 1�, r^x'C / xr. ( ( /J I m f 11\ T�a� ` : b °, L__4 I r Q ; I \ \•� ' .\\ . \ O 'r CO ' 4 1• ; 1 :. X, r1 , •\\ , \ x I o1 1 1 \ • t. ...141, \ \ ) \ \ ' '. \ \\ '. \x i,,, \ \ \\ . rn x.lr ; 'Y, \ •• 't✓ ,0 1 LS y 'L, �(a) - --- , •.\ ` :•1 L'4-.1 LIt - �. ���M� , . \C z x \ '1 z, 1 *�� I `I I ^ \ ` 1 - \ .. .r I • rd ..___ .. O x. � °J xJe�° ,I c0 l \ ��•:7 \ X1rn ffeww 'CA'' ;e V+ 3 x �-� _ _ -— — x - I • mq O� //) ex? ..x_�_ee. 'Po __..._. . xi, • o • m �\ 47' • • 0 Z x?, r xi? U X x / "'1 rn ;L G it i 'Lr __ r�--- -- •- CI Cn lb x -_� _-1 ��__-PJI1-' M >k Z CD D �,� x� �_Y�i ,`Q�1:x/__A. '�� �•• x . .i—'j —� X x ._� ° ��— • s' 843.20' I 1 on 4 i J r_ J 1ey _ n � •_...-__/ N __ ° q _ _ ly!tf_ 11 . RTNE ��,� % j . r '�1 � r$1. DisP•5al �V�: . .:--t i ld \I , ---�M 16 9 .1•` il.��' 1 P� ... • Ur • ' �...^—yam�i�i 1 : • • • . \ .„ 1 pu • •.• • %1'_1__), . .... •.c tl \ , 1 'r�7^ .d. L4BeC:. h /; 1 .1 i1 :eD w .0 ,---1'— • .._•—. I/ '-E\� �I1ma Wo .0 .n r14 Uf'lL —.I--III -;111 Ur ;L . - l� SI ' { i Track ;r — h — •— — $10 012: -�) 1 1:11 : III) _,u 1 / • Ur ��1 aka I 10.... __ ,� 1 %, 111 .i_l I IIIJJJ R: .rvoir •II • . . I ....„ .., , . , ,.., • • � 7 ' •• W I , , . , 2... • „ , 1 ' Wo Gc, ( A 4. • . y �w bt /11 it C 25 \ •,• 169• �Ur li L. n Py SITE Sk r •1T • F 1• Tu /.. •� InC .1• ill U ! ./4. ' 1 ird:_,..tit.,4_1101,_-410* .- .., so Agit • , i it.' , . (1 ....: .417105/4_2 A .' _,..-- n• -1 p 1 I• ii 4OF• - - a 1 �`1 • r -111eLOW...- - Ur / •• ........ 0 IBM la I I. . \ 351 �: '` 1 .1•Agc. :, . o .i NkI A 1 I . - • • •1 1 1� �'�� 17,_ Br Re I • II J Ur �! �Wo ! r 11., Os • 1 11: So +�:. tvo I �I:.' 1 1 `� I: Ma c 1 r __ . _ • 1 Y KING COUNTYrt SOIL SURVEY MAP 1" =2000' i • • .. . L. n U t. ! U N MANUAL r= (2) CN values can be area weighted when they apply CN points). .However, high CN areas should not be combined with lowsar CNlar as,(unless titsithe 20 l_- low CN areas are less than 15% of the subbasin). In this case, generated and summed to form one hydrograph. IIseparate hydrographs should be ZGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY r ' . . r-, HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP HYDROLOGIC GROUP* Alderwood C Arents, Alderwood Material Orcas Peat D Arents, Everett Material C Oridiavl Beausite B Oval! D Bellingham C Pilchuck C Briscot Puget C Buckley D' Puyallup D Coastal Beaches D Ragnar Coastal Silt Loam Variable Renton •B Edgewick D Riverwash D Everett C Salal Variable Indianola A/B `Sammamish C Kitsap A Seattle D Klaus . C • Shacar D l aus Alluvial Land C Si Silt D Neilton Variable Snohomish C Newberg A Sultan • D i ' Newber k B Tukwila C ' Normal Sandy Loam C Urban D D - Woodinville Variable ..:: . HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates.even when thoroughly wetted, and consisting chiefly of deep,well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (N.oderately low runoff potential).rr—, consisting chiefly of moderate fine to modergatelydcoa se terate extures.s. These soils have thoroughlyltration rates when rr derate�ratte of • water transmission. C. (Moderately high runoff potential). Soils having slow Infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes , • fine to fine textures. These soft have a slow rae owater downwardrasmissio�nt of water, or soil with moderately • •D. (High runoffs i: - • _ I chiefly of clay stoils wlith a high swweling potential,slow f infiltration with to permanent es when rh gh water table, so wetted and ils vesting • hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils ith a I • have a very slow rate of water transmission. r • , • From SCS, TR-55, Second Edition, June 1986, Exhibit A-1. Revisions made•from SCS, Soil Interpretation Record, Form #5, September 19.58. • • • • fi • r` 3.5.2-2 11/93 • • KING COUNTY, WASHINGTON, SURFACE W A 'I ER U E s i u N MANUAL. , TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS • SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land.use for Type to ,- rainfall distribution. 24-hour storm duration. -. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION. A B C D Y I Cultivated land(1): winter condition 86 91 94 95 `-- Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 e5 89 Wood or forest land: undisturbed or older second growth 42 64 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 - 88 94 Open spaces.lawns, parks, golf courses, cemeteries, landscaping. ry_ good condition: grass cover on 75% or more of the area 68 80 66 90 fair.condition: grass cover on 50% to 75%of the area 77 85 90 92 • M' 76 85 89 9 • Gravel roads•and parking lots 1 72 85 89 891 ..1-4—'• Dirt roads and parking lots - Impervious surfaces, pavement, roofs. etc. • 98 98 98 98 Open water bodies: • lakes, wetlands, ponds, etc. 100 100 0 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious • 1.0 DU/GA us (3) Separate curve number 1.5 DO/GA 20 shall be selected • 2.0 DU/GA 25 for pervious.and • 2.5 DU/GA • 30 impervious portion L. 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 • 4.0 DU/GA • 42 • 4.5 DU/GA ' 46 5.0 DU/GA 48 5.5 DU/GA • . 50 6.0 DU/GA 52 . - • • • 6.5 DU/GA • 54 7.0 DU/GA • 56 r``, Planned unit developments. °A.; impervious condominiums, apartments, must be computed commercial business and • • industrial areas. I (1) 'For a more detailed description of agricultural land use curve numbers refer to National En_ineering ,. Handbook. Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas-(lawn) are considered to be in good condition for these curve numbers. i • 3.5.2-3 11192 ri • • • • • • �, • /1..1" S rQ"' ' ( -c `( / 1'(Grro- d' (Jos'/ • , i (,[fin-dd. ,' /,o'' 'r�o�� s f 1 ooi Jo' *ss4/ Nau)jrI uVdnanCI f' $71YSr►?fir 7-AV 5.97 `rr'o, 1r8MS s/7 lvo ; eV 04/0",'7 -iorw_Lp (U) rMLrbriiJi rv_P7e• . I / 49 1'3/ c Sng7/1?/11aw/ w^tSb' ry 8•b a h'aa6d r n-17r1i -a,�N� , t/ CC�do7atia0 7iiLraz. 1/ • • €i b.F G o, yy 4 may/ Ai/ r OGJ ' N7 Q,Z s J ;\ U sno/A�zs�.y(/G d0-1c7As� 9b -' N7 N Al • cZ4 'd 16, N7 A 0:P6?Pzi 57 4rv0 $ --yi1 51 asl 1 f 9 N, VI IA N 711 � / �/�►�� •�7r+'ib'!�/ �'Q �N, (roll �s) s�1 71 -1-6?1 N 4 9 _59'79rbizi-VA - INv7 N#9 ie! Jn q �Qdgd .sys c- t rd' oi-v c rvy c/n776/ArJ Ad : 57°r7 'kc ¶ 'ddbu/ 17 r5 r-/ate:Jc- J%c7 Z l srvr���✓�� ���s /.�/1T/^y `7/CG o� �N1,y W/✓y� c ' SS4'7J -7 2/J B 6i/ / Cv n A 1 % / r./ (' 1 - - - . .. .. ., .. 1 I.. v l V 1 V, J U r 1 A V C. vv H i C. K. v. t: . ..I N MANUAL r s1 TABLE 3.5.2B SCS WESTERN WASHINGTON s RUNOFF CURVE NUMBERS i SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land.use for Type 1A j rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY. i ' HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A ' B C D Cultivated land(1): ' winter condition 86 91 94 95 ' Mountain open areas: low growing brush and grasslands 74 82 89 92 - Meadow or pasture: 65 78 85 89 - Wood or forest land: undisturbed or older second growth 42 64 81 Wood or forest land: young second growth or brush: 55 72 81 86 Orchard: with cover crop . . 81 88 94 Open spaces, lawns,,parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 O 90 • fair.condition: grass cover on 50% to 75%of the area 77 85 90 92 • 1 Gravel roads•and parking lots 76 85 '89 91 Dirt roads and parking lots • ( 72 82 87 89 Impervious surfaces. pavement, roofs, etc. • 98 _ 98 cl98 - J-, Open water bodies: lakes,wetlands, ponds, etc. 100 100 100 Single Family Residential (2) - I Dwelling Unit/Gross Acre % Impervious (3) I 1.0 DU/GA 15 Separate curve number 1.5 DU/GA • 20 shall be selected 2.0 DU/GA 25 • for pervious and 1 , • 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA . . 38 4.0 DU/GA • 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA - 50 • 6.0 DU/GA 52 • • .1- 6.5 DU/GA • . 64 7.0 DU/GA • 56 , Planned unit developments, % impervious n,, condominiums, apartments. must be computed l commerdial business and • -- industrial areas. (1) 'For a more detailed description of agricultural land use curve numbers refer to National En_; Bering • Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas-(lawn) are considered to b'e in good condition for these curve r.umbers. i . y-, C=s 3.5.2-3 !119_ 1 • . • OFF SITE ANALYSIS • • IV. RETENTION/DETENTION ANALYSIS AND DESIGN 1/29/98 5: 21: 50 pm Barghausen Engineers page i Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET BASIN SUMMARY BASIN ID: dev02yr NAME: 2yr/24hr post-developed - SBUH METHODOLOGY TOTAL AREA • 9 .89 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 1. 48 Acres 8 . 41 Acres TIME INTERVAL 10. 00 min CN • 86. 00 98 . 00 TC • 20. 12 min 14 . 72 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25. 00 ns:0. 1500 p2yr: 2 . 00 s: 0. 0100 TcReach - Sheet L: 100. 00 ns:0.0110 p2yr: 2 . 00 s: 0. 0100 TcReach - Channel L: 1600.00 kc:42. 00 s: 0. 0025 impTcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0100 impTcReach - Channel L: 1600. 00 kc:42.00 s: 0.0025 PEAK RATE: 3 .30 cfs VOL: 1.35 Ac-ft TIME: 480 min BASIN ID: dev100yr NAME: 100yr/24hr post-developed SBUH METHODOLOGY TOTAL AREA • 9.89 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3.90 inches AREA. . : 1.48 Acres 8.41 Acres TIME INTERVAL • 10. 00 min CN • 86.00 98.00 _ TC • 20. 12 min 14.72 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: . 25 . 00 ns:•0. 1500 p2yr: 2 . 00 s: 0. 0100 TcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2. 00 s:0. 0100 TcReach - Channel L:1600.00 kc:42.00 s:0.0025 impTcReach - Sheet L: 100.00 ns:0. 0110 p2yr: 2.00 s:0. 0100 impTcReach - Channel L:1600. 00 kc:42.00 s: 0.0025 . PEAK RATE: 6.94 cfs VOL: 2.87 Ac-ft TIME: 480 min BASIN ID: devl0yr NAME: l0yr/24hr post-developed SBUH METHODOLOGY TOTAL AREA . 9.89 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2.90 inches AREA. . : 1.48 Acres 8 .41 Acres - TIME INTERVAL 10. 00 min CN • 86. 00 98 . 00. TC • 20. 12 min 14 .72 min ABSTRACTION COEFF: 0. 20 TcReach - Sheet L: 25. 00 ns: 0. 1500 p2yr: 2 . 00 s: 0. 0100 TcReach - Sheet L: 100.00 ns:0. 0110 p2yr: 2 . 00 s: 0. 0100 TcReach - Channel L: 1600. 00 kc:42 . 00 s: 0. 0025 impTcReach - Sheet L: 100. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0 . 0100 impTcReach - Channel L: 1600. 00 kc: 42 . 00 s: 0. 0025 PEAK RATE: 5. 02 cfs VOL: 2 . 06 Ac-ft TIME: 480 min I 1/29/98 - 5: 21: 50 pm Barghausen Engineers page 2 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET ------------------ BASIN SUMMARY BASIN ID: ex02yr NAME:. 2yr/24hr predeveloped SBUH METHODOLOGY TOTAL AREA • 9.89 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 9 . 89 Acres 0. 00 Acres TIME INTERVAL • 10.00 min CN • 81. 00 0. 00 TC • 107 . 53 min 0. 00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns:0.4000 p2yr: . 2 .00 s:0. 0100 TcReach - Shallow L: 450. 00 ks:5. 00 s:0.0050 PEAK RATE: 0.41 cfs VOL: 0. 50 Ac-ft TIME: 660 min BASIN ID: ex100yr NAME: 100yr/24hr predeveloped SBUH METHODOLOGY TOTAL AREA • 9.89 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .90 inches AREA. . : 9.89 Acres -- 0. 00 Acres TIME INTERVAL 10.00 min CN • 81.00 0.00 TC • 107.53 min 0. 00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 2.00 s:0. 0100 TcReach - Shallow L: 450.00 ks:5.00 s:0.0050 1 PEAK RATE: 1.79 cfs VOL: 1. 68 Ac-ft TIME: . 540 min BASIN ID: exl0yr NAME: 10yr/24hr predeveloped SBUH METHODOLOGY ~ TOTAL AREA • 9.89 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP r • PRECIPITATION • 2.90 inches AREA. . : 9.89 Acres 0.00 Acres TIME INTERVAL • 10.00 min CN • 81.00 0.00 TC • 107.53 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 2.00 s: 0.0100 i TcReach - Shallow L: 450.00 ks:5.00 s: 0.0050 PEAK RATE: 0.99 cfs VOL: 1.02 Ac-ft TIME: 550 min f i 1/29/98 5:21:51 pm Barghausen Engineers page 3 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 2 0. 397 1360 53553 of 9 . 89 3 0.981 810 82292 cf 9 .89 4 0.366 1450 50506 cf 9 .89 5 0.735 1140 73230 cf 9.89 6 1.361 800 106924 cf 9.89 4 1/29/98 5: 21:58 pm Barghausen Engineers page 4 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET STORAGE STRUCTURE LIST STORAGE LIST ID No. design Description: Design detention pond STORAGE LIST ID No. final Description:• Final detention pond (+30%) _r I I, ' 1/29/98 5: 21: 58 pm Barghausen Engineers page 5 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET STAGE STORAGE TABLE i . CUSTOM STORAGE ID No. design Description: Design detention pond STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 14.50 0.0000 0.0000 15.90 21403 0.4913 17.30 46332 1.0636 18.70 72775 1.6707 14.60 1529 0.0351 16.00 22932 0.5264 17.40 48132 1.1050 18.80 74752 1.7161 14.70 3058 0.0702 16.10 24732 0.5678 17.50., 49932 1.1463 18.90 76730 1.7615 14.80 4586 0.1053 16.20 26532 0.6091 17.60 51732 1.1876 19.00 78707 1.8069 14.90 6115 0.1404 16.30 28332 0.6504 17.70 53532 1.2289 19.10 80805 1.8550 15.00 7644 0.1755 16.40 30132 0.6917 17.80 55332 1.2702 19.20 82903 1.9032 15.10 9173 0.2106 16.50 31932 0.7331 17.90 57132 1.3116 19.30 85001 1.9514 15.20 10702 0.2457 16.60 33732 0.7744 18.00 58932 1.3529 19.40 87099 1.9995 15.30 12230 0.2808 16.70 35532 0.8157 18.10 60910 1.3983 19.50 89198 2.0477 15.40 13759 0.3159 16.80 37332 0.8570 18.20 62887 1.4437 19.60 91296 2.0959 15.50 15288 0.3510 16.90 39132 0.8983 18.30 64865 1.4891 19.70 93394 2.1440 15.60 16817 0.3861 17.00 40932 0.9397 18.40 66842 1.5345 19.80 95492 2.1922 15.70 18346 0.4212 17.10 42732 0.9810 18.50 68820 1.5799 19.90 97590 2.2404 15.80 19874 0.4563 17.20 44532 1.0223 18.60 70797 1.6253 20.00 99688 2.2885 • • • 1/29/98 5: 21: 58 pm Barghausen Engineers page 6 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET STAGE STORAGE TABLE CUSTOM STORAGE ID No. final Description: Final detention pond (+30%) STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 14.50 0.0000 0.0000 15.90 27825 0.6388 17.30 60232 1.3827 18.70 94607 2.1719 14.60 1987 0.0456 16.00 29812 0.6844 17.40 62572 1.4365 18.80 97178 2.2309 14.70 3975 0.0913.; 16.10 32152 .0.7381 17.50 64912 1.4902 18.90 99748 2.2899 14.80 5962 0.1369 16.20 34492 0.7918 17.60 67252 1.5439 19.00 102319 2.3489 14.90 7950 0.1825 16.30 36832 0.8455 17.70 69592 1.5976 19.10 105047 2.4115 15.00 9937 0.2281 16.40 39172 0.8993 17.80 71932 1.6513 19.20 107774 2.4742 15.10 11925 0.2738 16.50 41512 0.9530 17.90 74272 1.7051 19.30 110502 2.5368 15.20 13912 0.3194 16.60 43852 1.0067 18.00 76612 1.7588 19.40 113229 2.5994 15.30 15900 0.3650 16.70 46192 1.0604 18.10 79183 1.8178 19.50 115957 2.6620 15.40 17887 0.4106 • 16.80 48532 1.1141 18.20 81753 1.8768 19.60 118684 2.7246 • 15.50 19875 0.4563 16.90 50872 1.1679 18.30 84324 1.9358 19.70 121412 2.7872 15.60 21862 0.5019 17.00 53212 1.2216 18.40 86895 1.9948 19.80 124139 2.8498 15.70 23850 0.5475 17.10 55552 1.2753 18.50 89466 2.0538 19.90 126867 2.9125 15.80 25837 0.5931 17.20 57892 1.3290 18.60 92036 2.1129 20.00 129594 2.9751 • • 1/29/98 5: 21: 58 pm Barghausen Engineers page 7 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET --------------------------------------------------------------------- DISCHARGE STRUCTURE LIST NOTCH WEIR ID No. 100yr Description: 100yr notch weir Weir Length: 0. 6000 ft. Weir height (p) : 2 . 3000 ft. Elevation 16. 60 ft. Weir Increm: 0 . 10 MULTIPLE ORIFICE ID No. 2yr Description: 2yr/24hr design orifice Outlet Elev: 14. 30 Elev: 12 . 30 ft Orifice Diameter: 3 . 1250 in. COMBINATION DISCHARGE ID No. combine Description: combined discharge structure Structure: 2yr Structure: Structure: 100yr Structure: Structure: overflow RISER DISCHARGE ID No. overflow Description: Overflow riser Riser Diameter (in) : 12.00 elev: 19. 00 ft Weir Coefficient. : . : 9.739 height: 20.00 ft Orif Coefficient. . . : 3.782 increm: 0.10 ft • r ' 1/29/98 5: 21: 59 pm Barghausen Engineers page 8 7 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. combine ,- Description: combined discharge structure f Structure: 2yr Structure: Structure: 100yr Structure: Structure: overflow r-, 1_ ' STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 14.30 0.0000 15.80 0.3246 17.30 1.3728 18.80 2.4692 14.40 0.0838 15.90 0.3352 17.40 1.5399 18.90 2.3606 14.50 0.1185 16.00 0.3455 17.50 1.7028 19.00 2.2197 14.60 0.1452 16.10 0.3555 17.60 1.8590 19.10 2.3530 14.70 0.1676 16.20 0.3653 17.70 2.0061 19.20 2.7061 14.80 0.1874 16.30 0.3748 17.80 2.1420- 19.30 3.1883 14.90 0.2053 16.40 0.3840 17.90 2.2647 19.40 3.6945 15.00 0.2217 16.50 0.3931 18.00 2.3722. 19.50 3.6514 15.10 0.2370 16.60 0.4019 18.10 2.4626 19.60 3.5396 1 15.20 0.2514 16.70 0.4708 18.20 2.5341 19.70 3.7801 15.30 0.2650 16.80 0.5845 18.30 2.5849 19.80 4.0042 15.40 0.2779 16.90 0.7221 18.40 2.6133 19.90 4.2150 15.50 0.2903 17.00 .0.8748 • 18.50 2.6176 20.00 4.4147 15.60 0.3022 17.10 1.0369 18.60 2.5961 ;- 15.70 0.3136 17.20 1.2041 18.70 2.5472 I i { J 1/29/98 5 : 22 : 1 pm Barghausen Engineers page 9 Oakesdale Business Park, Phase 2 Detention pond Design 5911-DET LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE DESCRIPTION - (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 1/2 2yr/24hr design 0.41 3.30 design combine 16.55 2 32783.77 cf • 10yr/24hr design 0.99 5.02 design combine 17.07 3 42109.29 cf 2yr/24hr final 0.41 3.30 final combine 16.21 4 34778.23 cf 10yr/24hr final 0.99 5.02 final combine 16.91 5 51072.03 cf 100yr/24hr final 1.79 6.94 final combine 17.29 6 60073.80 cf ' o4 s/A967:.f, F4fd/- - ilzl(9 o s"-1// Tie VJ tv�r a vile- NO 61v2�lt ��- /. c 4 `-} > l9-v y 4-4‘,.6 a 4 V- ✓a L v"9 tam pt 5 G-•c !°c..A,A) . ✓o v 41 ,$a-9 L 4 erP C.4D - 6-c27ve/2.4 2-0 /9.eze -S �Z. ,4 (Sr- ) ,4v& A (5F) d CPr) Vow) zvoL (c p.) Z-vn1-.3 /4.6 /7,871 o r:7 11,574.3-- l.s 2g25/2 2I,872 2 g,8 1 2 22 F32- 3400.0 2 46800 . !s 24,g 30 -76,6,! -2- s 932 f47 7.b- 1 2S-107 Id) 26,¢136- 10.2,3 1 Fr, 78,Zo 7 27,27S O I 2727s� 2a 28,Zs- izg,Sq 4 R4,688 • � Ij • 1 ' jsj ' KING COUNTY, W ASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS p i Al At: vim, A , _� - A 1 .- .. tilt% jklArafil $ ‘k ' • „ • ZO Itpint Wiportri milli .,egNi ' 1 . 1 i M11113P XL . • 10 I litialliel - 1111P5A4,0111 Ai INAik . 7 .7. t,�..:r -11,---- slailliii '___' ' 11 *AIL/ 111,firt) 1 Vilk -11 — lP'*FW1J i ! °I heti\ It4lkil, fitir.—- ... 004 IN IrjradIN.1= ''."..'''' .4. _, if, ., , _! —s, ;rii it. :0 -. t jug- , 1., �: i rt., ti 0, ,'"141 r ' , . , , ' --%- e.,6.,, •-1 .,)-u...24-4.7 . -:.---.Y•imilerin iir, Alm -,0 .i .• ,. „ , ..1 . . • . — ". irAilob,,.. V40'0 n'":""1"..... 4.rifr-e i . ,AN\ .: rwi - ir: ikv-iftiougLiukri.rx •,..to.Agg.. .414,. v��— ke iv-iggiit‘ t ',; - �+� ► )11 repigaifire.A._ i. - - "figtWqr-\-i - it) rituirmg , • - - ../ _ithiltk\-. 1 . itty-k-\i‘ ir-olv,„. -.,ir. .• ..* ' . .-:'*. , . .. ...., iw k =04\ ' 'Y .114 ' '\ - %,11 • i - .• - — via. 4.-1964t, ft-0;1N, • - --A \a-- - 4v1 _ • . i t .. inizil, kelt% it4onA-Ax-,1--N ., . , •, 1 4 . ... 1111110,frAgor Irk.twikk_k_ .- - , 147 '- . i* g .. 1111NVAIrS4414\' . j ,---- fill. . ' 41111111r1-3141, —. -NN., 1‘ , • .. , f El ;,`"" ,- Iii , !hit , .1Praiii- ort.• ,A.,,../N , J \- . : , .....: . ...,r, .r . 1 . 7 1111111 p, - 4 ik'll.., %it., 41 %Is - ,/ .: - [ ; ,- ' .1 -lwatt % , Al", aNtiOgri '4. " . .*Tir- 4- i / : ) Ill- -, 4.-; ,millimy a - \\V...JON . - .1 •' . F7 : itagiiiirmspi.irl "r iiii‘-livit -,, : . : i ,1131110;ttiolut . , ir-''. *forill k • 4??.0.- . \ vial, 4 ' g 11110 ' 20- 't i I*11IF ' - ' \ & . /' Ill i - rliite-N.M1111111k,r 11-30, . . /. . / . \I -‘v•ifisroig102- , stifIr r I i r Ali Nii.N. F>._ . , , . . ii -' i= . ‘ sitionot lokir Iii 1 • . .. ,.. ... ._,....._ , tisisito 1)1141/4 iiii . . _,1„ . ilk 114 ...._, . 11, p ._ .... , 1 VI . . \' Illigalt 611 irt-e41111 - :11, 1.,...,irr - - 4. - .-.14 '., , . oli •. ..--.- rei pp_. .1.....i.4..,.... , , A i. • - lifi 5,14 ilk -is .iota ice. .. i,jr . i • , . : c--; .• '• :4\ . 177.-"im - . • ' 1,fft • IT i .... 1111111, , ._.. . 2-YEAR 24-HOUR PRECIPITATION , �: �r� ' 1 .'. �. �:.:a71At �` ISOPLUVIALS OF 2-YEAR 24-HOUR �► P�����'��r _ : 1. _ TOTAL PRECIPITATION IN INCHES N� 1' - wil O 0 1 2 3 4 5 ' 6 7 6 Mllrs . ,. /�: ►, a f° i KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS 2... 1, Iva. • , . L , ,-I,. ifi apkwail,4,. •,„, ' - As..4 ; z • 23 Pi eitiorestrriA\ A , ,_ . • .._;17. •,.,,,....1 • iranom Fe itm ,J,,x, i iiiiiii ,_ 1 • 24 i raisins millisaft : , ........___; , 25 I Asirovavio 4. _Tiodiarsvegis tf4 4 i . 2s i ArgolitirtwRiptiout Ik... O....- , - 2.7 4 VIII . , 2./ . ',...-------,,,it-iiioN.011:4 ii Ai t• - -i y . _,.8 it AI",' 4.241111,--44 ‘ ' -N / • _ - ..► 1a11r - Y lirfnitlillitirPi*41/ T <9 \. .241 610, .111.7 .. , 1110. , 41..CO,_Coil\ , • • -, • . irrl.:.- dif p - it'll* 1 110-44107.-- Ovussitur..rAk d . e I c„, ' r . '3-0 ‘ - \'..-zwiiiiilbV 114111*-1, ilrillS6V.4 . ... , _9 S , , 3 7 .I, - • figlki, '''"1111_-,,Ak TA -WM' ! ."-- jranni:FORIFAINifilkA .- I c'c ::.1.41k '. ailt _ 41.-.1,1 ii"0--..' - 411toria Apitt,' . , , ." Vilifirkik . . Ifil Alf "41r411/41,1* .r. - ''`I dii‘_- , ._. 4 1‘,-,...,,,..., - i ra \ ,-„,,,,,-' , 2 g • RI d'N - ' 00... -. VII ,I W -AI ./ - gikbrat\1 . Allit • - 14 - .-.• -- .- .:*,- --' • , ... ;vox_ ,,k. ,.., / .,41"%, , 4. - - 4, 00.4 1 L ' aa -t.,,-, - Alta% Iviat& 1-#11-Mk, 'i 'x,•••r .A. ii- , - VilIC3 A 4.11,11 x . =; f . . 1111111M1R.114110,1011116:-141W i 14.-i ,A' --- i i 1 ( (4 ': ST 4. ' Iiiiii l ''' . : ' 41 11\ 1%--444--) , . .--.e rt; Ilkt,..ftp- 41 , ' ' o j1I ,Ji*t, Ji . _ . .. is,, • - 1,. • ;. , .. , . 7,411„1„... ` � � __ :IitAitimi jr.,,,,, . .._.. • _ ii= ' . --- gryn .11. -. - _ w --i /41, illogry 11,E m.,,I,.0•w ► pitta, Lifyoggir- -- --- ,eittliviafrui . ,,, • - ,. \ • • Yr-ine .r-. - - - , -I . *WWI tl ., IL. A Ale , A — 2221 . .._ • . . wITIINWINI111. ____. 32 11O.YEAR 24-HOUR PRECIPITATION '~r_�• . 3.40'- ISOPLUVIALS OF 10-YEAR 24-HOUR 9-. `Y��'� ���r 'I TOTAL PRECIPITATION IN INCHES • ,b® 'VA S. I, WARP' " • O 1 2 3 4 5 6 . 7 8 Mlles L_ KING COUNTY, WAS HINGTON, SURFACE WATER DESIGN MANUAL 14IGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS 3.r. Till_kiiiini1001.4 141- ...r.tai AIR- iiia i . i v r,, : t II .;; 1111Barti ILK*1&110 g Iftit „, %army Ohm: .w...li 41,t S3) . �,g1 -- lk i .�►�-4-1. mad.t. 1 iiig. 9 /• ��.,.�. all �� WalidifilarkNitH Kra*,' �� ��= fir �, 4./ • . !tlitNti ;:kliP4Illreilliir pi fr!=i1���r�� Not..NA 44..: . e 41/414, .% r 1 . 4. '''.41i1411!P*Ir. Ike"i ilititlitleg IMF vii. -,vrme „ c), c.I • AL\ a. . :tirifik,:: th.,.11 i- II i-A .,,,,,„,... , .....47T "" ' 11 7 . c.-11.0 / c°: , .t.!... VNItillik‘ ,.:401119;40141Abrorai '*,0 .c 1. ce, ; 4-,.&fik.:; litki . 1.11. 44,1#7001‘.. VAIt. ..Xlix._ , : .41.e •' TANKRVikillt. • ,ilii itoiltiterl .k....104 A i •' 111,10411111‘T An) 44%11 tilvtaliff..7 1•Alli, ' Pk, illpla,N Iii i 4:- -4-... ., 4) - Illk--. '• :: . , .2/. -AbiatiP4&\ 0 C inkt, te 4ir'-"4411r-iiilleil. ye\44eV.,:- Ik\ ....iitip: INWk.', *sop. 4.----"-•-',Ili- - 4 --. . Natal* 0 414,11kt-lwV 11010k., ._ .,. - . ..: \1.4x.ifi" .\\4%•.-'1 1 / I 11911114.41k lilkiikviiiitakw =ill grillillE Wille NEEIL)A,' . - .' , r • r 11% Ali lilt `k� ��' Ie _ ,�. . � 7-/ IIIM iti Asi. -"i . .. 1 - � 4 ,rli p �-. -�lid, „,t,lllllllllllllllllllllllll kr4 , ,Vi , ' r40'i tirdnill-Ala ...• I '' / / . irtillifi Irry4-7.-- d 'i: , - , . •• l'Aiiiimh IFA4amrk', lirii ir fk--- -- - „..„„ , , „:\ . ,,, , „;....;.___.,.. .., ...,w-ta .Si.,, •ipp. .,.. �o VI-` — , . . - -4,,,0147 gs , • ..- -,4 v� �k. :3 . ,N, , vq, -a. ,ri . N„ . . _. _......_._, . . .____ _ . ••• 0;' ® jot- vas,. c) im. _ .._ __.._. ._ -YEAR 24-HOURwarAvirei%), . 6jr ---ISOPLUVIALS OF 100-YEAR 24HOUR Qr �r�wl/��� , 5.5. • • . TOTAL PRECIPITATION IN INCHES . . t _ 0 1 2 3 4 5 6 7 8 Mlles .. V. CONVEYANCE SYSTEM DESIGN AND ANALYSIS 1/29/98 5: 0 : 39 pm Barghausen Engineers page Oakesdale Business Park, Phase 2 , Renton Storm Drainage conveyance calculations 5911-con BASIN SUMMARY BASIN ID: CB1 NAME: Drainage to CB 1 SBUH METHODOLOGY TOTAL AREA • 2 .23 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0.22 Acres 2 . 01 Acres TIME INTERVAL 10. 00 min CN • 86. 00 98 . 00 TC • 12. 81 min 6. 30 min ABSTRACTION COEFF: 0.20 . TcReach - Sheet L: 50. 00 ns: 0. 1500 p2yr: 2.00 s: 0.0200 TcReach - Sheet L: 100. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0150 TcReach - Channel L: 500.00 kc:42. 00 s:0. 0025 PEAK RATE: 1.51 cfs VOL: 0.57 Ac-ft TIME: 480 min BASIN ID: CB2 NAME: Drainage to CB 2 SBUH METHODOLOGY TOTAL AREA • 2.29 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3 .40 inches AREA. . : 0.23 Acres 2.06 Acres TIME INTERVAL • 10.00 min CN • 86.00 98.00 TC • 12.81 min 6. 30 min ABSTRACTION COEFF: 0.20 • TcReach - Sheet L: 50.00 ns: 0.1500 p2yr: 2 .00 s: 0. 0200 TcReach - Sheet L: 100.00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0150 TcReach - Channel L: 500. 00 kc:.42.00 s: 0. 0025 PEAK RATE: 1.55 cfs ' VOL: 0.58 Ac-ft TIME: 480 min BASIN ID: CB3 NAME: Drainage to CB 3 SBUH METHODOLOGY TOTAL AREA • 2.68 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3.40 inches AREA. . : 0.27 Acres 2.41 Acres TIME INTERVAL • 10.00 min CN - 86.00 98.00 TC • 12.81 min 6.30 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 50. 00 ns:0. 1500 p2yr: 2 .00 s: 0. 0200 TcReach - Sheet L: 100.00 ns: 0.0110 p2yr: .2. 00 s:0.0150 TcReach - Channel L: 500.00 kc: 42 . 00 s: 0.0025 PEAK RATE: 1. 81 cfs VOL: 0. 68 Ac-ft TIME: 480 min '1/29/98 5 : 0: 39 pm Barghausen Engineers page 2 Oakesdale Business Park, Phase 2 , Renton Storm Drainage conveyance calculations 5911-con --------------------------------------------------------------------- BASIN SUMMARY BASIN ID: CB4 NAME: Drainage to CB 4 SBUH METHODOLOGY TOTAL AREA • 2. 23 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 40 inches AREA. . : 0.22 Acres 2 .01 Acres TIME INTERVAL 10. 00 min CN • 86 .00 98 . 00 TC • 12 . 81 min 6. 30 min ABSTRACTION COEFF: 0. 20 TcReach - Sheet L: 50. 00 ns: 0. 1500 p2yr: 2 . 00 s: 0. 0200 TcReach - Sheet L: 100. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0150 TcReach - Channel L: 500. 00 kc:42 .00 s: 0. 0025 PEAK RATE: 1.51 cfs VOL: 0.57 Ac-ft TIME: 480 min 1/29/98 5: 0: 39 pm Barghausen Engineers page 3 Oakesdale Business Park, Phase 2 , Renton Storm Drainage conveyance calculations 5911-con HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 6. 370 480 104455 cf 9.43 . 1/29/98 5: 0: 46 pm Barghausen Engineers page 4 Oakesdale Business Park, Phase 2, Renton Storm Drainage conveyance. calculations 5911-con REACH SUMMARY Network Reach Ni 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 N2 Confluence with Network N4 P1 9.43 1.50 153.00 0.0033 0.0120 6.37 90.78 1.20 79.92 4.21 4.07 Cal Network Reach N2 ' 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) P2 2.29 1.00 244.00 0.0031 0.0120 1.55 66.99 0.63 62.87 2.97 3.02 C82 Network Reach N4 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) P4 2.23 1.00 76.00 0.0033 0.0120 1.51 63.11 0.60 60.41 3.04 3.12 C84 P3 4.91 1.25 213.00 0.0031 0.0120 3.32 79.53 0.89 71.18 3;55 3.49 CB3 PIPE REACH ID No. P1 From: To: Pipe Diameter: 1.5000 ft • n: 0.0120 Pipe Length : 153.0000 ft s: 0.0033- Up invert 15.0000 ft down invert: 14.5000 ft Collection Area: 9.4300 Ac. Design Flow 6.3695 cfs . Dsgn Depth: 1.20 ft • Pipe Capacity 7.0167 cfs Design Vel 4.2068 fps Travel Time: 0.61 min Pipe Full Vel 4.0750 fps . PIPE REACH ID No. P2 From: To: Pipe Diameter: 1. 0000 ft n: 0. 0120 - Pipe Length : 244 .0000 ft s: 0. 0031 Up invert 15.7500 ft ' down invert: 15. 0000 ft Collection Area: 2 .2900 Ac. Design Flow • 1.5463 cfs Dsgn Depth: 0. 63 ft Pipe Capacity 2 . 3081 cfs Design Vel 2.9739 fps Travel Time: 1. 37 min Pipe Full Vel 3 .0160 fps - 1/29/98 5: 0:46 pm Barghausen Engineers page 5 Oakesdale Business Park, Phase 2 , Renton Storm Drainage conveyance calculations 5911-con REACH SUMMARY _ ` PIPE REACH• ID No. P3 From: To: Pipe Diameter: 1.2500 ft n: 0. 0120 Pipe Length : 213 . 0000 ft s: 0. 0031 Up invert 15. 6500 ft down invert: 15. 0000 ft Collection Area: 4 .9100 Ac. Design Flow 3 .3163 cfs Dsgn Depth: 0. 89 ft Pipe Capacity 4.1697 cfs Design Vel 3 .5492 fps Travel Time: 1. 00 min , ' Pipe Full Vel 3 .4871 fps PIPE REACH ID No. P4 From: To: Pipe Diameter: 1. 0000 ft n: 0. 0120 Pipe Length 76.0000 ft s: 0.0033 Up invert 15.9000 ft down invert: 15. 6500 ft Collection Area: 2.2300 Ac. Design Flow : 1.5069 cfs Dsgn Depth: 0. 60 ft Pipe Capacity 2.3877 cfs Design Vel 3 .0377 fps Travel Time: 0.42 min Pipe Full Vel 3.1200 fps - • • i KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL .IGURE 3.5.1F 25-YEAR 24-HOUR ISOPLUVIALS ''f•----- i��iw — —•-`r '_'ice F'di�— _ -_. ------- �,'---'-----•—'7' Ss 6 ��4IJr n . laiiIi:Pr 1`� � 3 Ivv �/ -• , s, . ' illiktt _,_-. 4 I' , , ,, iP 2 3./ i 4dmignfigw. �1►tr1� dit q -,1111114110111r/I *k -1 irpti.Okalleir kf -ii" ( --' 3'3.4 i - -I --'711-61.6h! :_ /- i 111011realtri!" ri if c. . . . t - 1%111 lisreatik ' :1,.11 ' l . . • \pt91. , ..per:_ ►�Ritw oval ..:1 .i r )r. / A ... 411 !tell" p.aullialrossmillolliVae:d. . , ‘ illir, • VA, TIAT.1 AO :tallrf2( ,".11riviA-la0 •''' - ." /..( .I„ .ai,..‘-rtia,:: iik ‘ 4, %if, . /ow--.,:kwolti.114.04,44:14-4,, WOW/A . tr,-- Irt At -71,4140,06---- -. ....-#4,e761%„_ . � �, �. 4 , 1 lydtaiii,-\ ttkl, ---'°°41.1ir �.;� _ .- ,/. _. fitiN- \ 1 IF , . sia • 7 , rA,4 -.. ,\., - ‘ ,,„,, . ,„,--,.- N. `. ' — ti IRA 1111 .1 001E 13L -. c�"t, , - .,.. : ;i' !AIWA Ilit44111101W , / :•:.•_, • LOU% .4.7, -..A., thilik` -. . Avo, ',, , : .1,‘. ._- Itinf lipolv '.‘ - r'-i_l_lvikt 11/4 \ . ' i .: Ilir \ '; -- '.4 .1.: .1.111 r1:141111111:015:1%111 Wn1P1111°11/4 :1;61:**‘. )ip / .-- - A. - -s "__ 1 1. .. 111 *at 1-11 grr I , -- , Aik 44\ t,_ 1 ) - , 1 A . mektem WI 4,.. \lot ix • f --7-----t .... /1• Ii - ! , , -,... !-.siimiremil iim * -,: ‘:ktvill , , . . r,,2311 . __,4iimpi A ‘41L. wrieplami .401, ..,.. •_ ,,., ); . / . : . ._ .. :. --- igt -�/ it IrpilposiRPtillt � � . r =r I / : iILMk latellirti '''' priljr 47'. .j- liglitN 4.4111WiNiriii 4 1 1.,--ff i NI, 1 Art :4 7 Illir. °I.IWPSN1 k -4. L.441 -.1.:.'-'\-\.\ L _. 46 - 1 4 . li isc4 \-- rNaiiii-t.,\ li ,_ : ,- . v , 19: , \ _._. ---• \---:- yi6,1 nitints5R-Moirmis .)041!2:-. -11-m*- • VIIN . j • iliilii �� 24-HOUR ���c��o-��-��®r� �. � �.� Ai/Ef�ir ll --.. s.,5 ISOPLUVIALS OF 25-YEAR 24-HOUR • �<, W� �A�� r 4.s TOTAL PRECIPITATION IN INCHES ` 0 1 2 3 4 5 6 7 6 Mlles �C3 4. � ,• PM1 --_--- 3 5 1-11 - (5j' #O - - . i mn u/R 2 Qve9t.r%y f iG us E vie--reo,kfP Fo/z w 2 avA c,� - �. s-,� �' P�.�L�T 77;7 L e//1',t� g- P&ij//2-dr/2 %cam 0e)IV 1 ,`2 /V '�� o/' •us WEIR 1 ✓ M e ,27GD = 2 x `1%3 ye/z4 voL _ 2- pc ( 14,.g27 G p ) 4-- Sc`G - 11-th9 P2wraut 2S 66-4CC VOLv,"i/ P,ovrO ,s ue- Cs,) AVG, d 1/bL U'� �La[ eLP fD.S /o, 374 1/,6.73 /.5' //,s-og 17-,0 /2_,9`71 ;7,SG, g51. 2.0 24, 7 I'_- Pit,0 /6,74 / 47,22 I /7/ 3 /b as- g6s3" - • 14.6 /7, eip/ SrS�g- VaL��►,� O�a✓Qo6/1 5"3"; g--x„ ,T ` 7 2t6c4 Gfr. s/` . • • • • 1 '1/29/98 5: 21:9 pm Barghausen Engineers. page 1 Oakesdale Business Park, Phase 2 Wetpond Design 5911-DET ------------- BASIN SUMMARY BASIN ID: wetpond NAME: 1/3 2yr/24hr post-developed SBUH METHODOLOGY TOTAL AREA • 9.89 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 0.67 inches AREA. . : 1.48 Acres 8 .41 Acres TIME INTERVAL • 10. 00 min CN • 86. 00 98 . 00 TC • 20. 12 min 14 .72 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25. 00 ns:0. 1500 p2yr: 2 . 00 s: 0. 0100 11 TcReach - Sheet L: 100. 00 ns:0. 0110 p2yr: 2 . 00 s:0. 0100 TcReach - Channel L: 1600.00 kc:42 . 00 s: 0. 0025 impTcReach - Sheet L: 100.00 ns: 0. 0110 p2yr: 2 .00 s: 0. 0100 impTcReach - Channel L:1600.00 kc:42 .00 s:0. 0025 - PEAK RATE: 0.83 cfs VOL: 0.34 Ac-ft TIME: 480 min I/ I VI. SPECIAL REPORT AND STUDY I • 1 b • • GEOTECHNICAL ENGINEERING STUDY SOUTHWEST 43rd STREET AND OAKSDALE AVENUE SW RENTON, WASHINGTON • E-3000-3 December 8, 1997. . • . ' PREPARED.FOR • ZELMAN DEVELOPMENT COMPANY • • • Ft. 4.-i�G o r wAsli . �� � • e„:.;67.% • , -So • ..�''ii 1.1IA%U • . • • Kyle R. Campbell, P.E. Manager of Geotechnical Services • Earth Consultants, Inc. . 1805 - 136th Place Northeast, Suite 201 Bellevue, Washington 98005 • (425) 643-3780 r--. IMPORTANT INFORMATION I ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about `; face conditions than any other factor. As troublesome as overall subsurface conditions..their likely reaction to ,l subsurface problems can be. their frequency and extent proposed construction activity.and appropriate founda- ,_ have been lessened considerably in recent years,due in tion design. Even underoptimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist. The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how the Geosciences. qualified.and no subsurface exploration program. no matter how comprehensive.can reveal what is hidden by The following suggestions and observations are offered earth, rock and time.The actual interface between mate- to help you reduce the geotechnical-related delays. rials may be far more gradual or abrupt than a report cost-overruns and other costly headaches that can indicates.Actual conditions in areas not sampled may occur during a construction project. differ from predictions. Nothing can be done to prevent the . unanticipated.but steps can be taken to help minimize their A GEOTECHNICAL ENGINEERING impact.For this reason, most experienced owners retain their geotechnical consultants through the construction stage,to iden- REPORT IS BASED ON A UNIQUE SET tify variances,conduct additional tests which May be OF PROJECT-SPECIFIC FACTORS needed,and to recommend solutions to problems ' encountered on site. A geotechnical engineering report is based on a subsur • - face exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS set of project-specific factors.These typically include: the general nature of the structure involved.its size and CAN CHANGE . configuration: the location of the structure on the site Subsurface conditions may be modified by constantly- and its orientation:physical concomitants such as changing natural forces. Because a geotechnical engi- access roads,parking lots,and underground utilities. neering report is based on conditions which existed at - - and the level of additional risk which the dient assumed the time of subsurface exploration,construction decisions - :, by virtue of limitations imposed upon the exploratory should not be based on a geotechnical engineering report whose " , program.To help avoid costly problems,consult the adequacy may have been affected by time.Speak with the geo- geotechnical engineer to determine how any factors technical consultant to learn if additional tests are which change subsequent to the date of the report may advisable before construction starts. affect its recommendations. • Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and otherwise.your geotechnical engineering report should not natural events such.as floods.earthquakes or ground- be used: water fluctuations may also affect subsurface conditions •When the nature of the proposed structure is and,thus,the continuing adequacy of a geotechnical - changed.for example.if an office building will be report.The geotechnical engineer should be kept erected instead of a parking garage.or if a refriger- apprised of any such events,and should be consulted to ated.warehouse will be built instead of an unre- determine if additional tests are necessary. i frigerated one; "-- •when the size or configuration of the proposed GEOTECHNICAL SERVICES ARE _ structure is altered: PERFORMED FOR SPECIFIC PURPOSES •when the location or orientation of the proposed AND PERSONS structure is modified: .,when there is a change of ownership.or Geotechnical engineers reports are prepared to meet r •for application to an adjacent site. the specific needs of specific individuals. A report pre- . Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ade- which may develop if they are not consulted after factors consid- quate for a construction contractor,or even some other ered in their report's development have changed. consulting civil engineer. Unless indicated otherwise. this report was prepared expressly for the dient involved and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose.or by the client i ARE PROFESSIONAL ESTIMATES fora different purpose. may result in problems. No indi- vidual other than the client should apply this report for its Site exploration identifies actual subsurface conditions intended purpose without first conferring with the geotechnical only at those points where samples are taken.when engineer.No person should apply this report for any purpose they are taken.Data derived through sampling and sub- other than that originally contemplated without first conferring sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. I IEarth Consultants Inc.,,'1 i 1 11 1 CK nu-rhnic-aI Engineers.('xnlfgists h I:m•irnnmrnnl tic•irntitiiti December 8, 1997 E-3000-3 Zelman Development Company 707. Wilshire Boulevard, Suite 3036 Los Angeles, California 90017 Attention: Sanford Kopelow Dear Sanford: • • • We are pleased to submit our report titled "Geotechnical Engineering Study, SW 43rd Street and Oaksdale Avenue SW, Renton, Washington." This report presents the results of our field , exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study was outlined in our October 7, 1997 proposal. Based on the results of our study, it is our opinion the site can be developed generally as planned. In our opinion, the proposed buildings can be supported on conventional spread and • continuous footing foundation systems bearing on at least two feet of structural fill following the successful completion of a preload program, or surcharge program in areas where minimal raising of site grades will be required. Slab-on-grade floors can be supported directly on the • fills required to bring the site to grade. We appreciate this opportunity to have been of service to you. If you have any questions, or if we:can be of further assistance, please call. Very truly yours, EARTH CONSULTANTS, INC. 14, Kyle R. Campbell, P. E. Manager of Geotechnical Services KRC/knil • l ' is .+ 1805-136th Place N.E.,Suite 201,Bellevue,Washington 98005 • 7 0 Seattle(206)464-1584 FAX(425)74-608-60 Tacoma(253)272-6608 Bellevue(425)643 3 8 TABLE OF CONTENTS E-3000-3 PAGE INTRODUCTION 1 General 1 Project Description 1 SITE CONDITIONS 1 Surface 1 Subsurface 2 Groundwater 2 Laboratory Testing 3 DISCUSSION AND RECOMMENDATIONS 3 General 3 Site Preparation and General Earthwork 4 Preload/Surcharge Program 5 Foundations 7 Retaining and Foundation Walls 8 Slab-on-Grade Floors 8 Seismic Design Considerations 9 Excavations and Slopes 10 Site Drainage 11 Pavement Areas 12 Utility Support and Backfill 13 LIMITATIONS 13 Additional Services 14 APPENDICES Appendix A Field Exploration Appendix B Laboratory Test Results ILLUSTRATIONS Plate 1 Vicinity Map • Plate 2 Boring and Test Pit Location Plan Plate 3 Typical Settlement Marker Detail Plate 4 Typical Footing Subdrain Detail Plate 5 Utility Trench Backfill Plate Al Legend Plates A2 through A9 Boring Logs Plates A10 through A30 Test Pit Logs Plates A31 through A38 Previous Exploration Logs Plates B1 through B5 Sieve Analysis Plates B6 and B7 Atterberg Limits Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY SOUTHWEST 43RD STREET AND OAKSDALE AVENUE SW RENTON, WASHINGTON E-3000-3 INTRODUCTION General This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed development on the northwest corner of the intersection between Southwest 43rd Street and Oaksdale Avenue Southwest in Renton, Washington. The general location of the site is shown on the Vicinity Map, Plate `1 . The purpose of this study was to explore the subsurface conditions at the site and based on the • conditions encountered to develop geotechnical recommendations for the proposed site development. Project Description We understand the site is to be developed with several dock-high, tilt-up concrete warehouse • buildings, with associated parking and driveway areas. These structures will range in size " from approximately 7,000 to 170,000 square feet. The preliminary locations of the buildings are shown on Plate 2. We understand some raising of site grades will be required to achieve the dock-high floor elevations. At the time this report was written, design loads for the proposed structures were not available. However, based on our experience with similar structures, we anticipate wall loads will be in the range of three to five kips per lineal foot, and column loads will range between approximately seventy five (75) to one hundred twenty (120) kips. Floor loads for the warehouse and office areas will be in the range of three hundred fifty (350) and one hundred (100) pounds per square foot (psf), respectively. If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. SITE CONDITIONS Surface The subject property is approximately 48.0 acres in size, and is located northwest of the intersection of Oakesdale Avenue Southwest and Southwest 43rd Street in Renton, Washington (see Vicinity Map, Plate 1.). The most significant topographic feature on the property is Springbrook Creek which approximately bisects the property in a southwest to northeast direction. With the exception of the Springbrook Creek channel, the topography of the property is relatively flat. The elevation of the Sprin br es between approximately eight to ten feet below the elevation of the surrounding site Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY • Zelman Development Company E-3000-3 • December 8, 1997 Page 2 Several abandoned one- and two-story structures are present on the site. These structures were associated with the agricultural and industrial operations previously performed on the property. An automobile wrecking yard and associated warehouse are still in operation at the northeast portion of the site. Several stockpiles of automobile waste (auto fluff) are located at the northwest corner of the site. Subsurface The site was explored by drilling four borings and excavating 21 test pits at the approximate locations shown on Plate 2. In addition, we previously performed five borings and six test pits for a preliminary geotechnical engineering study prepared for the site dated June 4, 1986. Please refer to the Boring and Test Pit Logs, Plates A2 through A38, for a more detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. The borings and test pits generally encountered ten (10) to twenty (201 feetif Innse, ts2_ • medium dense, interbedded silt and sil ty-sand—Varying amounts of fill were encountered in the explorations. The upper compressible materials are generally underlain by medium dense to dense silt, silty sand and poorly graded sand with varying amounts of silt. Expansive soils were not encountered on the site. Groundwater • Groundwater was observed in all four borings while drilling at depths of ten (10) to twelve and_ one-half (12.5) feet istin ground surface. Groundwater was encountered in test pits P-102, TP-108,SP-118 and TP-121 at depths ranging from eight (8) to fourteen (14) ee a ow exisgrades - - Groundwater conditions are not static; thus, one may expect fluctuations in groundwater conditions depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher in the wetter winter months (typically October through May). Earth Conauttanta. Inc. GEOTECHNICAL ENGINEERING STUDY Zelman Development Company E-3000-3 December 8, 1997 Page 3 Laboratory Testing Laboratory tests were conducted on several representative.soil samples to verify or modify the field soil classification of the units encountered and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual classifications were supplemented by index tests, such as sieve analyses and Atterberg Limits on representative samples. Moisture contents were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring log or on a separate data sheet contained in Appendix B. However, it is • important to note that these test results may not accurately represent the overall in-situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in guiding our engineering judgement. Earth Consultants, Inc. (ECI) cannot be responsible for the interpretation of these data by others. DISCUSSION AND RECOMMENDATIONS General In our opinion, the proposed buildings can be supported on conventional spread footings with slab-on-grade floors after the successful completion of a preload and/or surcharge program. • A preload program involves placing the fill necessary to raise grades to the finish floor level and allowing the settlement induced by the fill to occur before construction of the building commences. A surcharge program involves placement of additional fill to elevations above the finish floor elevation and allowing settlement to occur. The purpose of the preload and surcharge programs is to reduce the amount of expected post-construction settlements from fill and static building loads. Based on the soil conditions and our experience with similar conditions, the estimated total post-construction-settlements are in the range of one to one and one-half inches, after successful completion of a preload and/or surcharge program. In general, for this project, a preload-program can be used provided the finish floor elevation is a minimum of two feet above the existing grades. A surchargeia awl be necessary in areas were the existing gr s e-wit in two feet or less of the planned finish floor elevation. Specific surcharge recommendations for individual buildings can be made once building locations and finish floor'elevations are available. Foundation elements should bear on a minimum of two feet of structural fill. Depending on. grade modifications, this will require overexcavation of native•soils. Slabs-on-grade should be supported on a minimum of one foot of imported granular structural fill, or one foot of cement treated on-site soil, or a combination thereof. Earth Con.uhants, Inc. Zelman Development Company E-3000-3 December 8, 1997 Page 3 Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification of the units encountered and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual classifications were supplemented by index tests, such as sieve analyses and Atterberg Limits on representative samples. Moisture contents were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring log or on a separate data sheet contained in Appendix B. However, it is important to note that these test results may not accurately represent the overall in-situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in•guiding our engineering judgement. Earth Consultants, Inc. (ECI) cannot be responsible for the interpretation of these data by others. DISCUSSION AND RECOMMENDATIONS General In our opinion, the proposed buildings can be supported on conventional spread footings with slab-on-grade floors after the successful completion of a preload and/or surcharge program. • A preload program involves placing the fill necessary to raise grades to the finish floor level and allowing the settlement induced by the fill to occur before construction of the building commences. A surcharge program involves placement of additional fill to elevations above the finish floor elevation and allowing settlement to occur. The purpose of the preload and surcharge programs is to reduce the amount of expected post-construction settlements from fill and static building loads. Based on the soil conditions and our experience with similar conditions, the estimated totalpost-construction-settlements are in the range of one to one and one-half inches, after successful completion of a preload and/or surcharge program. In general, for this project, preload,program can be used provided the finish floor elevation is a minimum of two feet above the existing grades. A surcharge proanm will be necessary - in areas were the existing g s -wit in two feet or less of the planned finish floor elevation. Specific surcharge recommendations for individual buildings can be made once building locations and finish floor elevations are available. Foundation elements should bear on a minimum of two feet of structural fill. Depending on grade modifications, this will require overexcavation of native soils. Slabs-on-grade shoal be supported on a minimum of one foot of imported granular structural fill, or one foot of c me ent treated on site soil, or a combination thereof. Earth Consultants. Inc. Zelman Development Company E-3000-3 December 8, 1997 Page 4 We understand it is planned to utilize the on-site auto fluff as fill material after it is treated with cement. OHM Remediation Services-Corporation prepared a Draft Engineering Design Report dated August 1997 which provided site remediation recommendations. Included in this report are laboratory test results for unconfined compression strength tests performed on samples of the auto fluff mixed with various percentages of cement) he report indicates the fluff will b__a miZc._wi- th - 7.5 percent cement for remediation purposes. Based on the unc fo nn ii ed compressive strength test results in our opinion,the 7.5 percent cement/auto fluff mixture would provide a material suitable for use as structural fill. Specific geotechnical recommendations for use of the treated auto fluff will be presented in-a supplemental report. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in.this area for the exclusive use of Zelman Development Company and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork The building and pavement areas should be stripped and cleared of surface vegetation, organic material and other deleterious material. The root mat of the existing vegetation can be left_ in place i -a minimum of two feat and nne and one-half feet of structural fi underlie foundations and_pavements, respectively. The vegetation should be removed: Following the clearing operations, the fill placement should commence. The ground surface where structural fill, or slabs are to be placed should be proofrolled. Proofrolling should be performed:under the observation of a representative of ECI. Soil in loose or soft areas, if recompacted and still. excessively yielding, should be overexcavated and replaced with structural fill or crushed rock to a depth that will provide a stable base beneath the general structural fill, or will provide suitable support for slabs. A geotextile fabric could also be used to aid in stabilizing the subgrade. • Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load-bearing areas. Structural fill under floor slabs and footings should be placed in j y horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its maximum dry density determined in accordance with ASTM Test Designation D-1557-78 (Modified Proctor). The fill materials should be placed at or near the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. Earth Conauttanta. Inc. - Zelman Development Company E=3000-3 December 8, 1997 Page 5 The existing site soils are moisture sensitive due to their relatively high fines content. As such, even after placement as structural fill, they will become disturbed from normal construction activity during or after periods of wet weather. Once disturbed, in a. wet condition, they will be unsuitable for support of floor slabs and pavements. Therefore, the • upper foot-of subgrade should consist of a granular material suitable for use during wet weather or the upper foot of on-site fill soil could be cement treated. If the earthwork operations are conducted during the dry weather season as planned, it is our opinion that the on-site soils can be used as structural fill, including use as utility trench backfill. However, it must be emphasized that the native soils must be aerated in order to . lower the moisture content to levels that will allow adequate compaction. Normal grading operations will provide some aeration; however, additional working of the soil will be necessary prior to or during grading in order to lower the moisture content to levels that will allow adequate compaction. - • • If the on-site soil is exposed to moisture and cannot be adequately compacted then it may be necessary to use an imported free draining granular fill. Fill for this purpose and for use in wet weather should consist of a fairly well graded granular material having a maximum size of three inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. Samples of materials proposed for use as structural fill during wet weather should be provided to us for testing in order to determine the suitability of the materials. Preload/Surcharge Program • We estimate settlements of two to four inches could occur from the placement of dock high fills and buildings loads. In order to induce the majority of this settlement prior to construction, we recommend the use of a preload and/or surcharge program. We estimate the preload/surcharge would remain in place for a time period of four to six weeks. A preload program consists of placing structural fill to the finish floor elevation and allowing consolidation of the compressible soil beneath the buildings to occur prior to constructing.the buildings. As mentioned previously, surcharge fills should be placed above finish floor elevations in areas where building pad grades will be raised less than two feet above existing site grades. We anticipate surcharges would be approximately two feet in height. More detailed surcharge recommendations can be made when finish floor elevations for individual buildings have been established. In building areas where greater than two feet of fill is required to achieve finish floor elevations, a preload can be used. A surcharge program consists of placing structural fill to the finish floor elevation, and then placing additional fill above the finish floor elevation as a surcharge, and allowing consolidation of the compressible soil beneath the buildings to occur prior to constructing,the buildings. Based on the soil conditions and our experience with similar conditions, the estimated total post-construction settlements are in the range of one to one and one-half inches, after successful completion of a preload and/or surcharge program. • Earth Consultants. Inc. Zelman Development Company E-3000-3 • December 8, 1997 Page 6 The preload/surcharge fill should extend at least fiv uilding footprints. The side slopes of the fill should be sloped at a gradient of 1H:1V orjJattei If future expansion of any building is anticipated, the preload fill should extend at least twenty.(20) feet in the direction of the future addition. The purpose of extending the surcharge is to reduce the possibility of settlement of the then-existing building from future building or surcharge loads. Because the purpose of the preload/surcharge is to induce settlement, it is necessary to monitor both the magnitude and rate of such settlement.. SD accomplish his,_settlernent markers should be installed within the buildinq,pads. The number of settlement markers `placed will depend on the size of the building. As a general rule, one settlement marker should be placed for every 10,000 to 15,000 square feet of floor area. The settlement markers should be placed on the existing 'site subgrade before fill is placed. A typical , settlement marker is depicted on Plate 3, Typical Settlement Marker-Detail. Once installed, , and while fill is being placed, the settlements caused by the filling operation should be recorded daily. For the first two weeks after the preload/surcharge fill is in place, readings should be acquired • at two to three day intervals. Subsequently, readings may be obtained on a weekly basis, .. until either settlements cease, or the anticipated remaining settlements are within the previously specified settlement ranges. We should be retained to install the settlement markers and acquire the settlement readings. Should the readings be made by another organization, the measurements must be provided to us in a timely manner to allow for interpretation of the data. This will help avoid any misinterpretation or misunderstanding regarding the success of the preload/surcharge program. The settlement markers must be kept intact during earthwork operations. In our experience, earthwork equipment (dozers and trucks) often destroy or damage markers. This adds to the project costs as the markers typically must be replaced and makes the settlement data obtained less reliable. In order to attempt to avoid this scenario, we.recommend the project specifications include a requirement that the-earthwork contractor is required to immediately replace any damaged settlement markers and have the settlement readings re-obtained at his own cost. This requirement makes the earthwork contractor more conscious of the importance of the preload/surcharge program and will aid in maintaining the integrity of the monitoring program. Fill for landscaping purposes should not be placed near the building since additional fill could induce further settlements after the building is constructed. If such fill is planned, the preload fill should be extended to five feet beyond the planned landscape fill, or a lightweight fill should be used. II Earth Consultants. Inc. Zelman Development Company E-3000-3 December 8, 1997 Page 7 Foundations { In our opinion, the proposed buildings_can be supported on conventional spread and continuous footing foundations bearing on a minimum of tw fee ctural fill after successful completion of the preload an /or surcharge program.. Dependin_g on grades it may be necessa.ry..to_o_v_e.rexcavate the existing.soil in order to provide the two feet o s.trtintltral fill. If extremely soft soil is exposed in the foundation excavations, it may be necessary to extend the excavation to provide additional structural fill beneath foundations. Exterior footing should be bottomed at a minimum depth of eighteen (18) inches below the lowest outside grades. Interior footings may be bottomed at a depth of twelve (12) inches below the top of the slab. Footings may be designed for anallowable bearing capacity of two thousand five hundred(2,500) pounds per square foot(psf). Loading of this magnitude would be provided with theoretical factor-of-safety in excess of three against actual shear failure. For short-term dynamic loading conditions,a one-third increase in the above allowable bearing capacities can be used. Continuous and individual spread footing should have minimum widths of eighteen (18) and twenty-four (24) inches, respectively. Lateral loads due to wind or seismic forces may be resisted by friction between the foundations and the supporting sub,grade or by passive earth pressure on the buried portions of the foundations. For the latter, the foundations must be poured "neat" against the existing soil or backfilled with compacted fill meeting the requirements of structural fill. A coefficient of friction of 0.4 may be used between the foundation elements and the supporting subgrade. The passive resistance of native soil or structural fill may be assumed to be equal to the pressure exerted by a fluid having a unit weight of three hundred (300) pounds per cubic foot (pcf). These lateral resistance values are allowable values, a factor-of-safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive . resistance, the passive resistance should be neglected if such movement is not acceptable. With structural loading as expected, total settlement in the range of one a e bal -iashes is anticipated with differential movement of about one inch. Most of the anticipated settlements should occur during construction as the dead loads are applied. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. r-- Earth ConaultantI. Inc. Zelman Development Company E-3000-3 December 8, 1997 Page 8 Retaining and Foundation Walls Retaining and foundation walls should be designed to resist lateral earth pressures imposed by the retained soils. Walls that are designed to yield can be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of thirty-five (35) pcf. For walls that are restrained from free movement the equivalent fluid weight should be increased to fifty (50) pcf. These values are based on horizontal backfill and that surcharges due to backfill slopes, hydrostatic pressures, traffic, structural loads or other surcharge loads will not act on the wall. If such surcharges are to apply, they should be added to the above design - lateral pressure. Calculation of lateral resistance should be based on the passive pressure and coefficient of friction design parameters.given in the previous foundation section. If it is desired to include the effects of seismic loading in the design, a rectangular pressure distribution equal to six times the wall height should be added to the above lateral earth pressure values. Retaining walls should be backfilled with a free-draining material conforming to the WSDOT specification for gravel backfill for walls (WSDOT 9-03.12(2)). The free-draining material should extend at least eighteen (18) inches behind the wall. The remainder of the backfill • should consist of structural fill. A perforated drain pipe should be placed at the base of the wall. Drain pipes should be surrounded by a free-draining soil that functions as a filter in order to reduce the potential for clogging. Drain pipes located in the free-draining backfill soil should be perforated with holes less than one-quarter inch in diameter. The drain pipe should be surrounded by a minimum of one cubic foot per lineal foot with three-eighths inch pea gravel. Alternatively, retaining wall drainage systems such as Miradrain could be used. If any such product is used, it should be installed in accordance with the manufacturer's specifications. Slab-on-Grade Floors Slabs-on-grade should be supported on a minimum of one foot of imported granular structural fill, or one foot of cement treated on-site soil, or a combination thereof. Cement treatment of the subgrade, if used, should consist of mixing a minimum of 8 percent cement by weight into the upper twelve inches of subgrade soil. Slab-on-grade floors supported on a minimum of one foot of imported granular structural. fill, or one foot of cement_tre-ated-.on-site-.soil, or a.combination:thereof may be designed for a mo ulus of soil sub8rade reaction of three hundred fifty (350) pounds per cubic inch (pci). I Each Consukanti. Inc. Zelman Development Company E-3000-3 December 8, 1997 Page 9 Concrete slabs resting on soil ultimately may cause the moisture content of the underlying soils to rise. This results from continued capillary rise and the ending of normal evapotranspiration. As concrete is permeahhi , moisture will eventually penetrate the slab - resulting in a condition commonly known as a "wet slab", and poor adhesion of floor coverings may result. In our experience, these conditions rarely occur in dock-high, open air warehouses, except in areas were floor coverings are used. To minimize the potential for a wet slab, in areas where floor coverings will.be usesl,.suitable moisture protection measure should be used. Typically, such protection measures include pTacem�rs�f a vapor barrier and a capillary break. A capillary break, if used, should consist • of a minimum of four inches of clean sand or washed rock. Samples of materials proposed for use as a capillary break should be submitted to us for review and/or testing prior to their use. . Seismic Design Considerations The Puget Lowland is classified as a Seismic Zone 3 by the Uniform Building Code (UBC). The largest earthquakes in the Puget Lowland are widespread and have been subcrustal events, ranging in depth from thirty (30)'to fifty-five (55) miles. Such deep events have exhibited no surface faulting. Structures are subject to damage from earthquakes due to direct or indirect action. Direct action is represented by shaking. Indirect action is represented by movement of the soil supporting foundations and is typified by ground failure (rupture), liquefaction, or slope failure. Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. The effects of liquefaction may be large total and/or differential settlement for structures with foundations founded in the liquefying soils. Groundshaking of sufficient duration results in the loss of grain to grain contact and rapid increase in pore water pressure, causing'the soil to behave as a fluid for short periods of time. To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally" sands and silt); it must be loose to, medium dense; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. t_ Earth Consultants. Inc. Zelman Development Company E-3000-3 � i December 8, 1997 Page 10 Based on the information obtain from our borings, the loose soils encountered during our field exploration consist of interbedded silts and silty sands. Given this information, it is our j opinion that the potential for widespread liquefaction over the site during a seismic event is low. Isolated areas may subject to liquefaction; however, the effect on structures is anticipated to be minimal if the recommendations contained in this report are followed. Should liquefaction occur, the liquefying zones would be several feet below the footings of the buildings. We estimate liquefaction induced settlement would be in the range of two inches, which is slightly higher than the estimated post construction settlements (1 .5 inches) discussed earlier. The UBC Earthquake regulations contain a static force procedure and a dynamic force procedure for design base shear calculations. Based on the encountered soil conditions, in our opinion a site;coefficient of S3 = 1.5 should be used for the static force procedure as outlined in Section 1634 of the 1994 UBC. For the dynamic force procedure outlined in Section 1629 of the 1994 UBC, the curve for Soft to Medium Clays and Sands (soil type 3) should be used for Figure 3, Normalized Response Spectra Shapes. I Excavations and Slopes • . The following information is provided solely as -a service to our client. Under no circumstances should this information be interpreted .to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. • In no case should excavation slopes be greater than the limits specified in local, state and • federal safety regulations. Based on the information obtained from our field exploration and laboratory testing,.the soils expected to be exposed in excavations can be classified Type C as described in the current Occupational Safety and Health Administration (OSHA) regulations. Therefore, temporary cuts greater than four feet in height should be sloped at an inclination no steeper than 1.5H:1V or they should be shored. Shoring will help protect against slope or excavation collapse, and will provide protection to workmen in the excavation. . If temporary shoring is required, we will be available to provide shoring design criteria, if requested. • If'slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Earth Conaukanta. Inc. Zelman Development Company E-3000-3 December 8, 1997 Page 11 Permanent cut and fill slopes should be inclined no steeper than 2H:1V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. In any case, water should not be allowed to flow uncontrolled over the top of any slopes. All permanently- exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the.surficial layer of soil. Site Drainage The site must be graded such that surface water is directed off the site. Water must not be allowed to stand in any area where buildings, slabs or pavements are to be constructed. During construction, loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the building foundations. We suggest that the ground be sloped at a, gradient of 3 percent for a distance of at least ten eet away from the buildings, except in areas that are to be paved, which c nit e,. .lor that a_oradj ,Qt of 2 pereent. .If seepage is encountered in foundation or grade beam excavations during construction, ,the bottom of the excavation should be sloped to one or more shallow sump pits. The collected _ water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. ,ie-Foundation drains should be installed where landscaped areas are immediately adjacent to non • dock-high portions the building.In our opinion, oundation drains are not necessary in areas where pavements extend to the building walls. The drains should be installed at or just below the bottom of the footing, with a gradient sufficient to initiate flow. A typical detail is ' • provided on Plate 4. -- Under no circumstances should roof downspout drain lines be connected to the foundation drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the foundation drain and downspout tightline systems. r Earth Consultants, Inc. GEOTECHNR AL tntUINthUINu I uu Zelman Development Company E-3000-3 December 8, 1997 Page 12 Pavement Areas The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Site Preparation and General Earthwork section of this report. At a minimum, the top twelve (12).inches of the subgrade should consist of imported granular structural fill suitable for use during wet weat er con itions, compacted to 95 percent of the maximum dry density (pet_g T.M D-1557-/8). It is possible that some localized areas of soft, • wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. As an alternative to placement of a minimum of one foot of imported granular structural fill, consideration could be given to cement treating the subgrade soil. Specific recommendations for cement treatment can be provided upon request. --� The following pavement sections are suggested for lightly-loaded areas: • Two inches of asphalt.concrete (AC) over finches of crushed rock base (CRB) • material, or • Two inches of AC over three inches of asphalt treated. base (ATB) material. • Heavier truck-traffic areas will require thicker sections depending upon site usage, pavement life and site traffic. As a general rule the following sections can be considered for truck- trafficked areas: • Three inches AC over six inches of CRB • Three inches of AC over-four and one half inches of ATB • Asphalt concrete (AC), asphalt treated base (ATB), and crushed rock base (CRB) materials should conform to WSDOT specifications. Rock base should be compacted to at least 95 percent of the ASTM D-1557-78 laboratory test standard. We suggest the use of Class B asphalt. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY Zelman Development Company E-3000-3 December 8, 1997 Page 13- Utility Support and Backfill Die site soils should yrovide adequate support for utilities located above the groundwater table. The soil that is located below the groundwater table may not provide adequate support in their present condition. The inability of soils located below the groundwater table to adequately support utilities would result from both the loose condition of the soil and the effect of the groundwater table de-stabilizing the trench bottom as the trench is excavated. Thus, if utilities will be located below the groundwater table, remedial measures will likely be required in order to provide adequate support. Remedial measures could include dewatering the trench, using steel sheeting to create a barrier of flow to the groundwater or placement of quarry spalls in the bottom of the trench as it is excavated. Use of a geotextile to. provide separation between the native soils and quarry spoils may also be necessary if heaving soils are encountered. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to ensure support is provided around the pipe haunches. Fill should be carefully placed and hand tamped to about twelve inches above the crown of the pipe before any heavy compaction • equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve (12) inches. A typical trench backfill section and compaction requirements for load supporting and non-load supporting areas is presented on Plate 5. Trench backfill beneath building, parking and roadway areas may consist of native soils or imported materials provided they are near optimum moisture content,as determined by our field representative. Based on current conditions,the majority of the on-site soil would require aeration tb reduce the moisture content to near the optimum to allow compaction: During wet weather, a granular fill, as described earlier, should be used. LIMITATIONS Our recommendations and conclusions are based_ on the site materials observed, selective laboratory testing and engineering analyses,the design information provided to us by you, and our experience and engineering judgement. The conclusions and recommendations ere professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Earth Consultants, Inc. GEOTECHNICAL LNUINEEHINCi b I UUY Zelman Development Company E-3000-3 December 8, 1997 Page 14 The recommendations submitted in this report are based upon the data obtained from the test pits. Soil and groundwater conditions between test pits may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services As the geotechnical engineer of record, ECI should be retained to perform a general review • of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications.. ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts,specifications or recommendations and to allow :design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We do not accept responsibility for the performance of the foundation . or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction observation and testing services. • • • Earth Consultants. Inc. . V./X.)1.41;1C.a:V:.;4::•.;:. I V"liyare ..,•. 1.... -Mil s t 11 1,,, 1 : :1 , 1; • : •:: ,---- est;*.:"..W.,, ';',N'...'•..: vx. • < . ,..,1/•:7 :.-:,..,.:.:,,:,:,::•........?:„....... t •i"kr F: ;11, ) 17 r1,,S g C.5 -,...''?...* 1.I t-,41.1 \‘‘.... .. _ill 1, • i. 1 17 ...._ _.•,L1 I: ,... 11 , e , et. •!..... 1 -) ....r; . t 4c) - -•. • ',. R E N 7-1 1 ,\ i,..,-etc:,f'1",14. '.-:-- -., 1 ..„(........,,‘,/,:•,,:p,.:,....., : ,.. :=.1:-.Lic --. ,.....,---...-.,..• ..1; , , i I 3 . 1 14 -.4 . ,' -.ki'.- . • 1 . ......:...,........ •..... •.1 1 1 \ , 4. . . z.. ..• I ..,;; c ,...., 1,1/4 i ..,;..... .... , ---- - _......____,E...-,c--.., ...-- i :2' -••--..,,, •••.,.. ,r:\ 1 7 's; i TRECK Dia ?. IV •••• i-iyi l ?; 1?..t6/ 1 •t „( 3.,'.4. .e i. •1 •c 't. _ . ; , ,CA .'.... .'... len:v • ‘4•,- • . / )a f / "4 i ! , 1 .,. . 26 2 ,. 25 5:.• ,. 4 it •• ': a !I: CHP/S7 t c 1<1.3: 1 FS, [L A ij t.Ni-te4ItlitA; :IAN 711R ei ec --,.. 1 ›- . prt Id , : !SIP 4. fC I tl. ; i. i IL...... ..1 r . C A 1 ' 1; • 1 &I., • -- . / ;li/ .1 • utt:KIER i 91.C'D i . / 1 ._ _ , . mmown* uptuo co- 'IIll ( 1 • r ' iri. ,•• .... ..... cci. ... .. 7.. .. ... .... ...i......... -.- i''.. • MI.TN i . 4- • . ' IIERGENCY SC . ; '44.....1.112., "1 :V , , < .-. . ..r,/..i SYR'S- ! ! • I 1 k.' • • / l , . ' 1 1 tr. / ti • -, _ . , Mil:kit. •. i t . . , c; ,+ 1. • TN r r i; , I . / .,. T .C. 1 1 1 DR I : i 0 I , Fa 5W 1 VI ST VALLEY 5 ! tiVstki2 cwt, I - > I I. _115T —• • &CAL i I. ,set; . ZOTil . . • I • ' CENTOT ... • . IS fa • i!..: _ - • 1/11T14 . i „..r 11.. tz. tsi :::::....• . 1. t • 4380 . ST r - g;Gai.s.petttIc kl:-5.1 :HIST r.'.1.1 - •:•' * • 1 .• •.• a-, ..•• — / r Dicts- 1 st. • t. i I : I ,. . f Int • .1/ 4 i . < .. .. .... ,„, .: .„.„ s ono i I • •--'. I -1 we p , „ . r !'. .....404. 1• : f (t. I :- -:-..---0.-• , . 1 --- - • ! T. is frii ' " .>1 • : ; . :••• 54/1-ggi'C'P C %S ) ifs .k 1 i r... V.• / ) . I '<I, , . 1 36" vi ,1••• 1 N.4. ((/ 3 I • ..r/ .-4--slto vi : . - 1 ..A. ...ds- .0..Ne S. 1 V 1 . A V I - /-• 1,,..1 ! i ) .1 (4, .22 a (... i ) i '..E.101111 .. ki. k . ; 4pois. „ ill Cwsei .. / i • ; k 4 . - 1. — .4. S term ST 4.1 1 , I I . ST, 47 i---. vow . >. • t 1 1 tOITH I I • • wry, : '4 .__J i - ‘11 , . 141 _ 11 11-illel N. I. • ... -.1 ! . o,!..:g• . `..,_ .....--__. ......._... N. 7 ••:•-*.:::i,.:-; a z :....i. I. i 1 1 • .‘ - . 1: -1- 411 (g) iinill I Earth Consultants Inc • , N 11,0 N(1W V i Geolechnical Englneers.Geoiogists&Enviconmen:l Inc. • Vicinity Map • Reference: Zelman Property Parcels A, B and C • King County/Map 41 Renton, Washington By Thomas Brothers Maps • Dated 1990 ()min. GLS1Date Oct.'97 ProJ.No. 3000-3 . . • Checked RAC Date 10/28/97 Plate 1 I • • • • ., • • zo 0 1 B 2 Rr` �; � . , -; Approximate Scale 111574::�;;,, - `_ =1,. f 0 100 200 �� ,--' 400ft. Allitige.,-?-:_yct.. ..-........:.,:c,5:,?:;::,,14 LE END <;: :, :fi -.6•-`:,,.et B-1 -.- Approximate �- ". <�.�-, � Location of ropaggs .-w. -<> ;�;: ;:. ECI 6 ring Proj. No.itl..11.0i01.151:::;5-cv-.. 30 1997 fi ": -P TP-101-.-Approximate Location of ECI Test Pit, Proj. No. E-3000-3, Oct. 1997 • r s ' G-101 A Approximate Location of ECI Grab Sample, Proj. No. ` E-3000-3, Oct. 1997 i -�- Approximate Location of ECI Boring, Proj. No. 1 TP-115 - E-3000, May 1986 o=_--/ TP r —6— Approximate Location of 7P-s1 r_I ECI Test Pit, Proj. No. . • U .. I--�� E-3000, May 1986 LJ y B'/' nY. hji. Auto Fluff Area ;' >"`= Wire Fluff Area ', EjProposed Building [Ii Existing Building • ` Boring and Test Pit Location Plan . Zelman Property Parcels A, B and C Renton, Washington hecked RAC Date 10/30/97 I Plate 2 SCHEMATIC ONLY - NOT TO SCALE , NOT A CONSTRUCTION DRAWING • _ 1 , I 4 ..i.. 7ti!:'�4 1 A:.▪ :?:.�•�:a•}.-J•. : <):::}SS {;{SV:rf:{C: ?an i:� S{:%'j :{S\:vv'� :{}:"•:;4:.4 nX-/•%:::-\;•?,,,••Y•:wnj:5rnvn•}•.:I-:."•: ?.:*•.•; .n j. `~}:S4:S::%vJS:•}i:i-?:Yy-?n•:n.{:v.{{:v'j4;�•)-):-i.??ii:?:'f '•'.h.i:?}::'h{.}'.^v::i..'4'ij\'v{v?•i'iv?,:;a0?:'2i?ti)r'.}iA}.vi r..{.::. :n. :id!'S:::S:?t:)F•iiYv?::?{r.nwm•v '•>:Sii�{:ii:4i?iiii( }.{•i?(: ):^?} h"w\J^f{{24?::•)}{: iiw>�i ?iS'S!SS� • w-w::-'.--:• I ,J{....;n.. ,v-1i•.t>%iSi.{:-,+;:i}}Y.;).`::jt';i^v�c' {tii<.v:.YS.::� :� v:>%:;r:-;;:>{>;:w::�>::r::<c:> Surcharge or Preload /•. .•}k.}J' JfYW w�ni4 /24. ,}Y�1�S;}.)rvir `y 3-.1,4;yi\ \;w:i{*;si:sn:4?^�s" --ts .ra,:y'^ i.:CSi""fz,,.'�:.s:2>.n :rh?:—.R..^.:c�}:M1 ;x:s0:.�.'•,'•;' Surcharge or Preload sw ?r ✓'n}Y.•NC{•M Nl,. >fhi -a:�f<a{ iv4\-:'• -:x:j j 4v3•;{"%::n:n.n :•:n. :j 9 �f.;.u: `. ., • <:?, ,.%.. ,,,,{y. :?iy.4ar,:i0 , �..„.:,,..„•,..:,?.:::: `. Fill ��$�A„ %+w<w° }• o'c�{•J`, 7S`y'S. .4. . n.};}aa,.•rt'?•;,Ja{.`•v?•:`•' 4;4srt{?'{c:?`:,.a>,-::t :.5 '.' r!,•?.GE-r:. _ •.; ':w PNR' )F};c• £.'�.�r'.y.. ;rksr•�F. ? Fill s i v x �• x. - „ �:, q;'; ::�:3 r .:ra 'JO,.:. R;r'•'` n.:n?}.SC2°E:;L? x:.::::.' 1j�-Yy;. _:�'-;.�};%. :e r:-xF ic:'�a v-?} s,� ti?-jl?S'.::}�"-'•': 's? '?'W.,:f0:,7 +.:Ii::'``-�r4::01,..'•'a.G'$'•'`�.'^ii ±'.0' 3. , R{. •-jn-.{-:a;.,.;: ..Tf•.:531:i2:r.;:S;.?-:1,`%S}:":-:::?;r };r,..rc:si:»y:4;:•;a.•{:.-:.?:??!-:•±}r�}R-::•-?:' .c...-A.:?:?:-'•▪:u?.::!}-.:w}{'y3.:n:<-.yM:•7:'?,:}:fa?x.-' ?:•.fii •'{{:r-%?y.vl::-: :'t:^b:.!:5. y..:.y::,...t %`{•:,.... ! [$ % r�....%• ,• •LYaras•..b->?.} Lys{ "•: .j)ky-:; S%/: of 4;f%ihC::9.:;S?.,.-W.S:.r4}i:::f:,J'x ::;i4i:{ + ba�}t':i'r:',mq^^'•'.',•c.-;j-t.:?'{�,?,}.z`f'??t'? x'v-.y:.f'••r'::%%rGy. ik:,,£•.���Y.t'{:`•r-9::Y;.,x. rY{;'Fa-jt%$•.f;:?j:Gt}.rr tnv::y.:7%tit 4,:?.f• ,;dSa\;x• >�`f., >. ._'.`y:v::.}!%*}'t' ^}S.v- .v:><}) <•:tiC:%..- .:4•v'?:i:S: %�x?Y•i; r:'•vr-:r:::`r{S :»Y-Y.-%}^:v: v:}x n.?.4i}.j.{ ,.:,•:t•{4: -.-::,?})})t:v i.3:::,;:*:. .{C.. .v.<J:?:::L :L:vi}:w^:^. .-?.;^.Yr-.+.4: ?':ti`,ri~ ..}....::\..v: ...a.: 4•;4:vv:{-.-?..:Vnr?v?:v.r...,.. „ F.. •:v%}: :??ft}t::F.:`%::��i:}:f::a:,•.v::n:?:. } {:j:%{�':i%•.S:x.:• • i.}...:h'i•'.6:'i%S:fi. :.:\{>'t:%�!3?%`:=.i:y:•v,{ti.<::: s:v. % F Y t ` -<3`:vf?.3riS§ ?}_:i'ti.. j:.; ^ : {yy n :k$t;- .: '>f•::• :S % :?w {? :'•'; :u4c}::' 4i•y:..s:•�:}fi;%'�i��}S X :. ;r.R?:..M{:.:`.{a • :i Ytv>^i;�:�•v: 1 I y i v4 iiia �Jww :!.< h:4;.M.{rm :-v.�a>.%yn \40i{?;: `;:?::':;:M:g „} va: ii:? .}::V "Y »vi'. /:Mle:g4 s wVLL.4*S: 4!?:?y• £} :;%:4 :,4OCiv;.*:4'x::�Ff10:V 4i:iA:i: X:"vl::4 Wj :+ i?:A.ANi:ryNSJY„•4 vin41:. i:Xy^'?: v±S4�?:§4% S:Y4�:*::a*A%irn,::;;•f . ::'{r�:aw.Jw:a.�-ayM% "4 r oy?:.a.,* •rv•?:.I•4:i-a;f-,{'. . b ',,Ais;gix?. :?h.:..:J'e. OfP:.ti.vn>;:-• }.. `:^ ig'::iii ; g; .:,:;:i,ii::::.An j,^fy*::4f.vt{;4;*Okn�444nisz. .:M}r ::1Fri;. f:g SJo k. : n :-wa'.i!:{ :::.:t••g; ;'5{4}:} 111_I''=111= �4. iU= Ii1=I11= F ,f11 �1t1= • STANDARD NOTES y 1) - Base consists of 3/4 inch thick,2 foot by 2 foot plywood with'center drilled _ i • 5/8 inch diameter hole. r, 2) Bedding material, if required, should consist of Traction Sand. 3) " Marker rod Is 1/2 inch diameter steel rod threaded at both ends. 4) • Marker rod Is attached to base by nut and washer on each side of base. 5) Protective sleeve surrounding marker rod should consist of 2 inch diameter I plastic tubing. Sleeve is NOT attached to rod or base. 5 6) :Additional sections of steel rod can be connected with threaded couplings. it 7) Additional sections of plastic sleeve can be connected with press-fit plastic ,couplings. 4 8) Steel marker rod should extend at least 6 inches above top of plastic sleeve. v9) Marker should extend at least 2 feet above top of fill surface. • i ti' el 4. i r TYPICAL SETTLEMENT MARKER DETAIL F' iY' i� !NII\ • { F �` Earth Consultants Inc. t(11111ii1(.4-,:' i'1I1 Zeiman Property Parcels A, B and C`ti�l `Fm`o'""`""""""" Renton, Washington Pro]. No. 3000-3 Drwn. . GLS ', Date Oct. '97 Checked RAC ' Date 10/30/97 Plate 3 0 • O i .� Slope To Drain ::.? o A Ai _ iii "v: o .'J - • •O inch m O 6 - ..y�i ir•ei!`: O •O O S •.' •• ; . ' - j• •� . • • � •I:.. : •• ^. _o_• ,. •. � o - •o • . ••- o• .•'... •••!%'"•• ••• •a -I - O .o •a d : 18 inch min. :.' •••:::�:,..-•:o•:' .. c•- - •�, .• ••/•• ••-y•. ."• • •-I• • • •• • , 4 inch min. • _• • .. • -..•• Diameter :.:;-•:,. :. .. : �•"�•• ••o e'o o -c c Perforated Pipe- - • : :• °�:'• . • -°0 • •'O• : e .o Wrapped in Drainage •'"• •° O °° • -- • O O O• •O • O O , Fabric t . ••• • t 2 inch min. 2 inch min. / 4 inch max. 12 inch • min., • SCHEMATIC ONLY- NOT TO SCALE NOT A CONSTRUCTION DRAWING LEGEND ,.;.::. Surface seal; native soil or other low permeabilitymaterial. is%_ fig, _ :• Fine aggregate for Portland Cement Concrete; Section 9-03.1(2) of the ; WSDOT Specifications. • O Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down;tight jointed;with a positive gradient.Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric or equivalent. • 4,1.0' E:1: 44 TYPICAL FOOTING SUBDRAIN DETAIL ` e� I Earth Consultants Inc. Zelman Property Parcels A, B and C \ " ifl� nd/ `°°°ech,""E'gi'n`r.Geologists` "` Renton, Washington Pro]. No. 3000-3 I Drwn• GLS Itte Oct. '97 Checked RAC Date 10/30/97 1te 4 • , Non-Load Supporting Floor Slab or Areas Roadway Areas It . I `. . '1 - ; ° • . ° Varies ;o •o ° 0 • o . 95 0 o 0 0' 0 i = " :85' r<:��Win?}':�: ;'..':t: Foot Minimum 1 - 9'5-' - ,:l::r' 0 0 ^..r is Varies • �o O � PIPE �v.._ :O", t '%". 1)7;?*0'.•� :' o:Oho :OoQ�0'Q� 6.ii,.`'0�o'�'O`C Varies Bedding a•..o .I0—••cia:o ;-.o a0. d.,. •Qo: '••.0 oiOQ-a,• •• •O• e. Do. Qii oC :� "'Dv:. y- Qo ' ° v y•n0�o°..°•�Qonri . . •'b_pQ•oy o•,, LEGEND: • • ='- Asphalt or Concrete Pavement or Concrete Floor Slab _ E .."14. . 0 • ••.1 Base Material or Base Rock • • A • • :.•.:; Backfill- Compacted On-Site Soil or Imported Select Fill V,-•�•r.:'9;if. Material as Described in;the Site Preparation of the General F Earthwork Section of the Attached Report Text. ' C) MinimumPercentage of Maximum Laboratory Dry Density as 95 Determined by ASTM Test Method 0 1557-78 (Modified Proctor), • Unless Otherwise Specified in the Attached Report Text. .,•..-.•o.,,...e Bedding Material; Material Type Depends on Type of Pipe and ° 'yam t` Recommendat ons fordthe Type ofP p nSe ectedhe Manufacturers • d,,,. CIi41, TYPICAL UTILITY TRENCH FILL '(I ;1( if I Earth Consultants Inc. Zelman Pro a Parcels A, B and C \wii'\ ''di/ 'E &Egyhargnmgal SninvictsRento Washington Pro]. No.3000-3 I w Drn. GLS I Date Oct. '97 Checked RAC Date 10/30/9.7 1 Plate 5 FIELD EXPLORATION E-3000-3 Our field exploration was performed on October 20 ,and 23, 1997. Subsurface conditions at the site were explored by drilling four borings and 21 test pits. The borings were drilled by Associated Drilling and the test pits were excavated by Northwest Excavating, using a track- mounted excavator. Approximate exploration locations were determined relative to existing landmarks. Approximate locations should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring and Test Pit Location Plan, Plate 2. The locations of borings and test pits performed in 1986 are also shown on . Plate 2. The field exploration was continuously monitored by an individual from our firm who classified the soils encountered and maintained a log of each test pit, obtained representative samples, measured groundwater levels, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System . which is presented on Plate Al, Legend. Logs of the borings and test pits are presented in the Appendix on Plates A2 through A38. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field samples. The stratification lines on the logs represent the approximate boundaries between soil types.•In actuality, the transitions may be more gradual. Representative soil samples were placed in closed containers and returned to our laboratory for furthec examination and testing. • • Earth Consultants, Inc. Boring Log - Project Name: Sheet of Zelman Property Parcels A, B and C • 1 2 Job to. Logged by: Start Date: Completion Date: Boring No.: 3000-3 RAC 10/23/97 10/23/97 B-1 - Drilling Contactor. Drilling Method: Sampling Method: Associated HSA SPT Ground Surface Elevation: Hole Completion: ±24' ❑ Monitoring Well ❑ Piezometer al Abandoned,sealed with bentonite No. U o t _ N o Surface Conditions: W Brows .Ca. .0 4- . a U (14 FL " a ae LL i m a O N 0 IA • ••H SM (Topsoil to 4') ••�•-• FILL:Gray silty fine SAND, loose,wet, considerable wood, plastic, •��H I glass debris, some slag • ♦•♦ • •••i� 7.4 59 •• • .• 3 •�•• -through debris at 3.5'to 4.0' SM Brown silty fine to medium SAND with gravel;medium dense,wet 5 LL=35 PL=29 . P1=6 129 18 ` 1 -6'coarse sand tense 7 ML Gray SILT,loose, saturated e 40.0 5 9 10 Q -increasing sand and sandy silt:very lose,groundwater table 39 T 2 encountered 11 12 • V': < 13 P-SM Blad poorlygraded fine to medium SAND,loose,water bearing 26.1 8 :kli S . '<z.!:, 14 ... • 15 -Increasing silt,some silty sand 11.0 II <:< ric :'' 16 Sift • . 18 a ••°;?.: 19 ~ Boring Log m UPI( 0) Earth Consultants Inc. Zelman Property.Parcels A, B and C t denwomowk.gww. mwro S mftm Renton,.Washington -II Prof.No. 3000-3 Own. GLS Date Nov.'97 Checked RAC Date 11/3/97 Plate A2 o - Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: Sheet of Zelman Property Parcels A, B and C 1 Job No. Logged by Date: Test Pit No.: 3000-3 DSL 10/20/97 TP-121 Excavation Contactor. Ground Surface Elevation: N.W. Excavating Notes: • o r e (1 o Surface Conditions: Grass W L .0 4- . a. u .n (%) ' a • u. > ; co N 0 N N ♦♦♦ SM FILL:Muffler, metal debris, brown and gray silty SAND with gravel, ���♦� dense, moist ♦• ♦i♦i ♦♦�♦�♦ ♦�••♦� 2 — -coke cans ♦♦♦�♦ 1s,3 ♦•• • %•i 3 -plastic i • ♦i♦i 4 ♦♦♦♦♦♦ -brick debris _ ♦♦•♦•♦ — ♦�•%% 5 — -pipe fitting • • 6 - ML Gray SILT, medium dense, moist LL=38 PL=30 36.8 P1=8 8 9 — • 10 • -caving due to seepage 38.7 -becomes wet and dense 12 13 Test pit terminated at 13.0 feet below existing grade.Groundwater table encountered at 13.0 feet during excavation. r • P \ (Iv ,44. Test Pit Log ag (1s ( � tAll Farth Consultants Inc. Zelman Pro Parcels A, B and C Ills `t1F/I C°°'°tir„"'e"eneeoL`eekeb"' sae'""' Renton,Washington Proj.No. 3000-3 I Dwn GLS I Date Nov '97 Checked RAC Date 11/3/97 Plate' A30 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, analysis and judgment They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. BORING NO. 1 ' Logged By RWB • . Date 5/10/86 ELEV. +14± US Depth (N) W As -Built Gra h Soil Description Sample Blows o Well P CS (ft.? Ft. ( a' Diagram `C.: sm Silty SAND, brown, loose, moist _ = 5 22 •• �°;.• .•Vo y :�:,a?j: ;:;:.a I 3 2 8nti . sp SAND, dark gray, medium to fine, medium 7- 10 • -: dense, wet. Silt % increases with depth grading to _ 13 ..- silty sand - 15 c 1 •• §W. - 19 24 ..1-.1"-" L• ., t :-` :•y.: .c •SD sm " - I. 10 30 '- -° •••` u••--- "' -- ' a-.•• ,r :ill -• ml Sandy SILT, light gray, 'medium dense, °;::- ^I .a,•: 11 �."::1 li;:: ,: some organic fragments, wet i __L. • =: ▪ ' x'' no;:c:. F. t u'::: • ,;i. - 19 ''•"�',''' sp SAND, dark gray, medium to "fine, dense - —I- 52 '>"▪ . to very dense, wet —45 '"4 •iii' O —50 E•-.1%▪.•▪ �:a -5� 31 : .'� f:: sm —I— 30 E••: f::: Total Depth = 58.5 feet (B) denotes bentonite pellets • - !II BORING LOG • .. 1•. t. : STERNOFF METALS PROPERTY l (•� RENTON, WASHINGTON Ilir Earth '•1 , ;:•.. Consultants Inc. '' GEOTECHNICAL ENGINEERING & GEOLOGY " Proj. No. 3000 Date `'ay'86 Plate A31 BORING NO. 2 -, Logged By RWB • ELEV. +14± Date 5/10/86 US Depth W(N) As - Built . Graph Soil Description Sample Blows Well CS (ft.) Ft. (�°) Diagram - sm Topsoil, silty SAND, brown Ic•ct• .s . , cc ;#``'` Silty SAND, brown/mottled, medium to 5 '.: '` a ,a' �' fine, subangular to subrounded, loose, IL '� I. .�.1�. wet .. 6 30 �` `} "'� `.# f {' - 10 ... s • :f,; : fIl flfl sm - 4 gand- N .ti !Mir .. i.• ./ i 1. t.T.1 medium dense _ T •�•': :�' 3.141414ill - 20 • •: L 1# - • : ....r.>.. f tt }cf — 25 :;•a.. • 4�[ r lrFr dense _ Total depth = 29 feet • (B) denotes bentonite pellets • • • • • BORING LOG • F, \` 4 STERNOFF METALS PROPERTY Earth + I RENTON, WASHINGTON Consultants Inc. • t GEOTECHNICAL ENGINEERING & GEOLOGY Proj. No. 3000 LDate May'86 frate A32 BORING NO. 3 Logged By RWB ELEV. +14± . Date 5/10/86 • US Depth (N) W As - Built Soil Description Sample• Blows Well Graph CS p • (ft.) Ft. (%1 Diagram ` ..m sm Silty SAND, bluish-gray, medium dense, _ .•', °. • , (fill) , noticeable odor = 17 30 •. •.;• • sin Silty SAND, gray, loose, wet, some odor _ 5 %i-8.` "ea 111•,J .- • 1H f y sm Silty SAND • -10 Q - :L; a •- � mh Clayey SILT, tan, soft, 'some organics -15 • : ;� -i.�= %ml _SILT and PEAT _ _ 12 • `: ••• $�` ` TT.TRT 70 <<tr sm Silty SAND, gray, fine, loose to medium . 10 :• Ni •'� }t}y� dense - 20 ':▪;�•:; ?::': 4 ':�:: -25 -- 'q ml/mh Clayey SILT, tan, medium high,. plastic, - _ 12 17 -..:0.•' ;;▪ .• U,I:..� --- -35 :n: - • ik::' sm Silty SAND, medium to fine, dense, wet _ 47 - •a. > .▪ • - 11~f33 ;. : . -40 ▪:.,. •:.4:'- -- - G.. = .. • :i- :•. .. - T .40 .. �� • '�j Total depth = 44 feet • (B) denotes bentonite pellets . . • • BORING LOG !;- I ,,; STERNOFF METALS PROPERTY •;�i. I•; I: RENTON, WASHI. GTON • Earth • • ' Consultants Inc.''' �'� G;EOTECHNICAL ENGINEERING & GEOLOGY Proj. No. 3000 Date lay'86 Plate A33 • BORING NO. 4 Logged By RWB ELEV. +14± Date 5/14/86 (N) Graph USSoil Description De Depth Sample Blows (3/ p CS Ft. ) '''li di. ml Sandy SILT, gray, some clay. Brick _— :I: 9 32 • till iill rubble at surface, mottled, low . 5 Si i�I�I plasticity - I 4 35 —10 r^��I -- '� —1 5 2 ,.,:::,,y.4„ pt PEAT; brown fibrous, very soft, wet • •_ - I. 13 30 F {I. sm Silty SAND, gray, medium to fine, -20 ` I..I. medium dense, wet _ I. 15 11 I I b of SILT, gray, very soft, organic, wet• 2 IIIH --- _ I 1II 1 —ol Tan SILT—_— —30 Lf}r: c `��f ; sm Silty SAND, gray, medium to fine = 0 • • rt sand, very loose to medium dense, wet _35 ;;{y;:Y;r:tg. = 16 16 ft�LtL;r�;. C}1 —40 -1] 1•1d• . 21 22 OffEk; - T t: 29. Total depth = 49 feet • BORING LOG STERNOFF METALS PROPERTY I I Earth II .� • ' RENTON, WASHINGTON 1 Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY Prof. No. 3000 Date may,86 ,Plate A34 BORING NO. 5 Logged By RWB ELEV. +14± Date 5/14/86 Depth (N) W US Soil Description Sample Blows o Graph CS (ft.) Ft. (/a) 1111l ;';` ml SILT, brown, soft, wet 5 30 r1 r}f{tij T 3 2 5 t}}r }}tt}}� -10 _J.._ I" ,r � sm Silty SAND, brown to tan, fine sand, loose to medium dense - Z 2 22 • 1+:1: {3 };4 iir}rf ffff ff.; • - - -20 } 2 It _ = 24 28 lt 131: 3.ii -25 } i f:an. _ • �' 25 • .. r}}}Lrri4:• Total depth = 29 feet ; i BORING LOG 4( 3 / STERNOFF METALS PROPERTY f .RENTON, WASHINGTON Earth Consultants Inc. • Plate A35 GEOTECHNICAL ENGINEERING & GEOLOGY Proj. No. 3000 Date Kay'86 TEST PIT NO. _i____ Logged By RWB Date • 5/10/86 Elev. +14± Depth W (ft.) USCS Soil Description (%) , 0 FILL N/A FILL, unit consists of shredded non-metalic auto parts in sand/silt matrix. Unit is gray and wet 5 1 _., ki.. sm Silty SAND, bluish gray, medium to fine, loose, !:1-: occasional clay-silt inclusions ' 10 Total depth =" 9 feet � _ ` . I • 15 Logged 5B%0/86- Date TEST PIT NO. _2_ Elev. +14± O •iii � Nt N/A FILL, mixture of steel slag mixed with native soil, ••;•;• traces of oil 4.40,40 •••••• ••..•• 5 — ---- I. -, .! ml/mh Clayey SILT, bluish gray, mottled, soft, medium ii plasticity, moist • 1 10 — Total depth = 8 feet ' 15 TEST PIT LOGS i V, ( i' . STERNOFF METALS PROPERTY ;1 RENTON, WASHINGTON Earth ' Consultants Inc. ` GEOTECHNICAL ENGINEERING Ac GEOLOGY Proj. No. 3000 Date May'86 Plate A36 TESTPITNO. _ - - Logged BY RWR Date 511O/R6 Elev. +14t Depth W (ft.) USCS Soil Description (%) 0 t• ����� sm FILL, silty sand, black with.some oil —1 !111 ml SILT, tan with fine sand, loose, non—plastic, 101 r —II!' I moist '' I A I . .- Total depth = 6 -feet ' 10 — • ` - 15 • Logged BY RWB +14± Date 5/10/86 TEST PIT NO. _4___. Elev. 0 :oil:. -(r-r- !I .+.,. „ rail Sandy SILT, brown to tan, loose to medium dense, - • ,i sm some roots s - 4 ; j i 5 Total depth = 5 feet - 10 — ti . — 15 TEST PIT LOGS i; t', .1.,- STERNOFF METALS PROPERTY 1 RENTON, WASHINGTON Earth ° : ':; 1 , Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY Proj. No. 3000, Date May'86 • Plate A37 TEST PIT NO. 5 Logged By RWB • Date 5/10/86 Elev. +14+ Depth W (ft.) USCS Soil Description (goo) 0 N/A FILL, debris includes ash-slag, brick, concrete and' scrap iron • ml SILT, bluish-gray, slightly mottled, occasional 5 — organics, noticeable H2S odor Total depth = 7 feet • 10 -- • • 15 Logged By RthlB Date 5/10/86 TEST PIT NO. 6 Elev. L14= 0 1='I!1 }f !I ml/ Sandy SILT, brown, fine, loose, moist JC." I Sm -JI 5 ml Clayey SILT, brownish-gray, mottled, soft, moist to wet • Total depth = 7 feet _10 _, • • • 15 • TEST PIT LOGS • jh STERNOFF METALS PROPERTY Earth 'I •" ' RENTON, . WASHINGTON ; , I Consultants Inc. '• �' ' ' - • 1 GEOTECHNICAL ENGINEERING do GEOLOGY Proj. No. 3000 j Date May'86 Plate A38 APPENDIX B LABORATORY TEST RESULTS • E-3000-3 Earth Consultants, Inc. i SIEVE ANALYSIS HYDROMETER ANALYST SIZE OF OPENING IN INCHES I NUMBER OF MESH PER_INCN_U.S,STANDARD I GRAIN SIZE IN MM o. /—� 00 ID f7 N r �� C O O 8 S N O O O O O Z a M N �� �`D ' ° �' 4 oo l- ;°__N rri �t u�i� ado i? N o O o o 0 0 o O o o, p o 100 - .4 oo 10 v f 80 v I 20 —t m _ A — �° n m 70 ` _ 1. 0 30 73 ti Z NZ T 60 _� l 40 --I �... m > 0 P. ^r 73 - - 50 77 ? 50 L - f/7 m CCD a rT "'C .� o D _ - a .:\* ) .1 \ A3 � - 30 A - 70 m 0 so = 20 • H o N X CD co - :1 90 0 10 w R7 1 1 1 1 1 I 1 _ I 111 11 I II 1 I I 1 _j I LcLL 100 I f'S p r. M N r co l0 v f') N ID O M 0 0 O cow v M 0 0 00 1D v c� N r O a r1 N O v O O O• O O O O O O n.PO CDD > M .N r GRAIN SIZE IN MILLIMETERS • 0 D n Z N '< COBBLES COARSEGRAVEL FINE COARSE I MEDIUM ND FINE FINES rt SA £ hi N i- a a m N N rt DESCRIPTION Moisture I' H. Io Z KEY Boring or DEPTH USCS Content (%) LL PL l N D Test Pit No. (ftj • r • q m v C.) B-1 25 SP-SM Gray poorly graded SAND • 25.0 -- -- m to °: o 6 --- B-3 12.5 SM Gray silty SAND 30.8 -- -- a to n O••••..'•••• B-4 5 SM Brown and gray silty SAND 6.6 -- -- r r — B-4 15 SM Black silty SAND 30.0 -- -- SIEVE ANALYSIS HYDROMETER ANALYS, I a. SIZE OF OPENING IN INCHh$ I NUMBER OF MESItPERJNCH U.S STANDARD GRAIN SIZE IN MM J s. = . 0 g o0 0 o S o g o N g 8 0 0 tD ‘t M N '-f- , 000r le N to 00•- N 0 O o O O. O . 'w - _ o 90 \.� L �� .. I'T1 \ ' 20 0 s 0) ..0 80 _ _ t _ l 'D 3 m m D• n 30 SI x m 70 • • n d - _ m . r. Z 4 _ - a - a- — m En co3 CO - N. . _ .* - - CO OZ ' �•_, m 40 1 . l -< _ -i 70 J m -O —I 30 _ . 7 20 • -'I cD - • O N • r _ 90 O. Pi 10 _, n • n 0 -I 11 I I I I I ► tl 1 1 1 1 1 I I I I I L I I _ I LI 11` ^100 (D O m O O 000 O O O O ao l0 ? M N •' 0? Q 41 M '• O O O O O O O 0 0 O o 0 O O GO 10 ? M N •- • ' O O 00 O O rt a) D Cl N •- GRAIN SIZE IN MILLIMETERS a IN p R 1-1 z COARSE I FINE COARSE I MEDIUM I - FINE FINES cco K N COBBLES .GRAVEL SAND W• N m r r y rt Moisture • Z • Boring or DEPTH USCS DESCRIPTION • Content (%) LL PL N D KEY Test Pit No. Ift•1 1p La 1- -...1 O cn -o al Cn 0 -- -- ET . a; P 6 TP-101 10 ML Gray sandy SILT • 21.6 -- -- I`' D TP-103. 1 ML 2 Brown SILT .3 --35 • PERCENT COARSER BY WEIGHT aJ. a N fa'7 C 111 cm 0 m n a0 O O LOO' L00' J I 1 1 ' _I I I I ZOO' Z00' 0 o t7) ,i .4. c } COO. III E00' a - Z 2 4'00 'II v00 U rn Q Z 900' !III ' 900' rn W N 800' Id 800' Z • E- v> LO• LO' LT. LIIZ III II I Q aac ' C ZO' ZO' } CO" £0' 2 bo. vo' 90' 90' • o 00Z i•Il 4 in 80• - II' L Q y Z OOL�1 CC w F- 1 cnu jj a_ 08�! Z ;...1 til IL OS 41 I Ca P._ • o£�. � 9z a :91 N8•wDy . yr Lw mH,u III ' Z H FH-7�Fli c :410! 111.11 ■ Z CC y a a N Q Z b Z 4 4 U.I Ohl ■ 9 H a a II Z CIE OZ w" tri 1 0' L ' to C7 Q Z I. H , z bLL - < o`Z �r tu AIL 11111 II I �� c� 0 0 00uz 09 't' 1 I I w a y P+ G W 1w £ 108 ,coF- H E-4 H 1n b oot W I J 9 m I co I 00Z O O 4 0 o ZLa o o a o o a o o a a00E a 0 00 Is 1D In Q M N PERCENT FINER BY WEIGHT • ' ,AGRAIN SIZE ANALYSES qhlSt1)) Earth Consultants Inc. Zelman Property Parcels A, B and C . c.,.Wt1YiK nI I3,gi,,,Iv. \IUigLs1v 6 I nvut ,j11t,Nit1 somikas Renton, Washington _- r Proj. No.3000-3 1 Drwn. GLS Date Nov. '97 ,Checked RAC Date 11/4/97 Ite . B3 A. !°-*-` SIEVE ANALYSIS HYDROMETER ANALYST GRAIN SIZE IN MM SIZE OF OPENINC�_1b INCHES 1 NUMBER OF MESH PER INCH.U.S,STANDARP $ m o -. po Q Qpp p Q �• O w N gg 0O0.- N0 O O O Q O 0. O O O �?0 too � ' . .•. •.. o W----4‘ II iiiii t I11111111111 \ 3I * \ ^j O zI _ '• ao 'i cn g- T 60 m 141 \ O M � O s W50 m N '' m N � (7 77 40 m 03 < - -< () G) ko z 30 J m = n 20 ' co o N I 1111 CD N 90 a 4 to w 0 n 111111 1 1 Il1I too to 1 I I [ 1 I 1 III 1 l moo n N W m a �� N o 0 0 0 0 N0 0 a to 0 07 0 O O tO Q M N O 00 l0 Q M N O O O O •O . 00 00 0 0 ��, GRAIN SIZE IN MILLIMETERS • • I D 0 O ft Z ` COARSE 1 FINE l COARSE ( MEDIUM 1 FINE I FINES ] K N I COBBLES I GRAVEL 1 SAND l r P w IV r m Moisture m D Boring or DEPTH DESCRIPTION Content (%) LL PL H Z KEY USCS, Test Pit No. (ft.l J C { . O 70 f/) Imp, • Cl)to 15.3 -- -- 14.D O TP-109 1 SM Brown silty SAND with gravel 0a r——'— TP-111 1 ML Brown sandy SILT 19.3 -- -- m n 32.2 -- -- ❑•"'•"-••• TP-112 1 ML Brown SILT —T' • SIEVE ANALYST.. HYDROMETER ANALYS ) o r SIZE OF OPENINGJN INCHES I_NUMBER OF MESH PEQ INCH,U.S,STANDARD GRAIN SIZE IN MM 1 03 LO g � N 2 N m v CI N ,-.-S � 'c �� O NgNtWR 00^ r• PI 10 '- O NiD O o OO p oR O O 0 p 100 oftur.i�■wl. la "iiell11111111011111=111.11111100,0..--_ O 90 I w OIMINIMwwNIMIIIw■ �_ r �TJ �Iwww.►�.w�iw w.Iw��w�� z0 v EIIIMIIIIIIMIMOIM s A) .0 Bo F m �- www IIINIIIINIMMI�ww �wlw iIIMI N m —� ww� ■ �ww�lw___ m Cl R n. 7o Z _ w�w� �w� w = �� ���w1■�ww�■■■�w� 30 73 c Cs O -I " ��� �w m �w�w. ■e....ww■..- z w 40 -•I Cl) ��w�Iw■w��NIw�iw�i_ i- Z 60 imImmo I. m w 0 C � >��w O 50 w 50 co r, m2 z s 60 40 { o (� G�• it 70 m v --1 30 I .--. 2 0I B° -1 7' so 11) n N m r w 10 90 a v �. ■ w —�NM.••■_�I ■••�I��I.. q 100 rD 0 D °0 O 0 0 100 0 P09 N O 00 !0 v M N I- CO 00 R m N . O O O O O O O 0 O 0 O O •F�..I rt 6) D N N o GRAIN SIZE IN MILLIMETERS • •' • • • • • 03 rHt I COARSE - ] FINE COARSE 1 MEDIUM FINE I FINES - io • 1..‹ N COBBLES GRAVEL L SAND • Z PO Nn ll ' 0 Z Boring or DEPTH Moisture KEY Test Pit No. (ft.i • USCS DESCRIPTION Content (%) LL PL r. ...Irt y -C N -- -- .o 0 TP-114 1 ML Brown SILT with sand 03 31.9 °' • -- a n•-'-- TP-1113 1 ML Gray sandy SILT • 16.9 -- w C) 100 80 — • x 60 w 0 © • . i- 40 • cn a. 20 . ,,{{D CL-M� � 0 20 40 60 80 100 • • LIQUID LIMIT• • Natural Key Boring/ Depth Soil Classification USCS L.L. P.L. P.I. Water Test Pit (ft) Content 0 B-l : 7.5 Gray SILT ML 35 29 6 34.7 B-2 10 Gray SILT ML 37 31 6 37.5 Atterberg Limits Test Data / Zelman Property Parcels A, B and C /� a Earth Consultants Inc. Renton, Washington 1// r Geatc'ctrrol Engineers.Geologists•Environnrnw SC1vMsts Proj. No.3000-3 Date Nov. 97 Plate e6 100 80 I 'F x 60 w a � z U P 40 `''-A-Line cn a 20 • CL-ML wire • 0 20 40 60 80 100 LIQUID LIMIT • Natural Key Boring! Depth Soil Classification USCS L.L. P.L. PI. Water Test Pit (ft) Content • TP-109 4 Gray SILT ML 36 28 8 37.1 ♦ TP-113 1 Brown SILT ML 42 30 12 42.2 ■ TP-115 5 Brown SILT • ML 36 29 7 35.4 0 TP-117 5 Gray SILT ML 38 31 7 39.5 8 TP-121 7 Gray SILT ML 38 30 8 38.2 Atterberg Limits Test Data Zelman Property Parcels A, B and C E�h»,��1� Earth Consultants Inc. ceoiecrgeal&tweets Geologists•Entiavrenwl Stkewka Renton, Washington Proj. No.3000-3I Date Nov. '97 (Plate 57 • 1 VII. BASIN AND COMMUNITY PLAN AREAS ..1 . • g . - 1 ,. . • . • • • • . Ci) 8 -1" . . e . •, • • Z • Po. .... 13 co .• ' I • Cn • C. -0 . •. / , Ct M •a lc. .:- \ -. •. ' ... • Ig' . al a• 8 = . 1. ..., , , • • -- C•1 • c . -2 ., ../.N.-• •.., I‘ •. i ' (..41,-4•A'..(''; • CD on"' SI c _ 1 8 11 A • 4' J ir ' • it-4-4 .• / el 1 , g •I= 0 V • .1 4 ! 1 .... • , . '‘ , 'al Z L_ 8 2-i , N 0 i - ..- - . • 0 23 ••1:$. a u- i t, ... ,, : . „11 .• • °,.. .... .• .:4, n - , ,i 1- . .., k "'J,, • r„, il: •, .. .. ... , CI:• :, .;• :: . .-1; ...; .... .}.,'-'. . .....r!13.-3,1 3. 11? • . , •• . -1.'el:.fre.':. ... . I -. .,., ... .• i• •vi." .-, e?: 1 II„. .I .." • -1 . ... .I.L....k\ 1. i s..n :El• i; *:":_-1' .i: 1•„!A,:l'$,- .. -. '••,----- , '.. ". .. ...;.:/ .''.•,";E , IV '1.4, --‘-K„ .... k i .., '•••••-•....4 city.i-, *,'. • *,',. ''‘,, i f.'% '%•• 4' i• i%.•...1 J•• ..-I, L. 1,,... i. icl .. . •••IA.:, ; r, -,...,1 1 ...... pc. 1, - - 1 - -- . • . ... r • 1•• . eat 'I 1 , . . ...... .t ., .. • i 1 lir•- - ... (41 • •11 ': I= ti) h I/ ). III I \ r. ,. . 1 . -WI--, •.i ....t,, • .... ,...„ .1 ..4'.'....., I e •p• h.il ° * -:' vid .• 0 =am "-WI- / i AI ..:" •' 1. 1. II ?ii: fr 1 \ . le • o ., - •-- 'If • . ‘ .. tl .. 11 • . II I * , • .... _. ( I -0.%•\je.r-" , .. ) • i • --. •• - : :.... . 1 , \-)-'.--. • • ss 4,- fp i: •, cir • / i ••••• i \ li •••.‘ :c1-•••., 1! 1 kl,s ,I• 1/'- .t4• ( • ,.- I i,- . \'' - '7 • \ sz.. ill t \ ,,., i .3 , p 1••• I / L.., -- a\ .N.„ ..T.' 'k j....1 Il ..." I.. ...s,„...,. .., i ..) ii / P•_p; •A3 i ..1 •, •••••• • . ,. . • P • L..i..... \ 11 ......N • i):, .11 ../. ili 1, • I li I . • / . t' ii l' ,1! 111 14 1.1,A1 -' li • i \ ., 1, .( ',., • ?•• 1.;! e•..,.... 7.11 ill -At. liC 1 '' ' c' I \N. "• . () IP i i '•• >,_,...i. p.m ) i r.,".'r' l. I Ill .• 17' I ll. ,•01.....,, •\1 I ---' i• 1 t / • A e. 1. CO 1 it _v.,- '''..A. p II ' •\ •.1 11 1 ) I .• , , 1 ' (11 i I li • I .,.• 4(4)/(c.o. k . i.,, .4" b , . • : .. x••••••.4 ••••""f ., 1%-44., . ./ft ,..,7:..• N. ..• 11.• • r I. 1 • i • \I. 3 i 1/L. .0'.... .' -• rid° ;1 ... P ' ,- .,,...---,..„.... .. I. .;• i 1 ) a •if , . , i::. IN • I k 41 ; li , Vt. 1 I (•';' w , . -' Nt., . e.• ' ...rii!. . . 1 ' \ ,2, 1,11, Li .?'.. ''t I ) I I •• i I . r ..... . cc r' „.... •, . ) MC 1 .. ..I. ) I .(i...,,/,.. ... .............. i co 1 ) •\_ir.4 t .? ., , ......•-r''‘.? -ra-4 1 Ihi. ....-• i ?I) _ • ',/ • _liV•"' •i 1M 3 re l- • ii, • '• IPA - f ) 0 '51 g j1.1 AIL ' • If 1 . k--..- . ; •-..,.._ - - 4 v. .. .. .. , - • • co.CA-----. • .,) ' ,)\i.. . ""-. IP IOW" ...• . • it 1 I a .„4- , • 7 a' ,.L.1 • ( .,,,17,...r• 11: PI '‘N - . • • . ,_ I e z --\ --,--1- , ..f. AI• .? ! ......1.- CO '.• . 414. . 1 141 IS 12.1;dli 04 Liet0.4.It • •s,Cr "(I 41.' I , . ,,„,, / - I ). . . . _ •7:6 \ i i •%,. illk,A11) \ ii10 . ""\ \ ---.\ ••• f'.i • c. & '\- • I 44111 1 ,.i • 1 • 0111( .,jOit.io' . >:$ ,,. •• if I ? . . 41r, . 1 i 11,11111071113111kiNirst;0140 . ' 4ipt -.1.6"orriMpti .# 411K% li .. . ' • if. Ilt 1 % 4Q 4 V . t . n • r , ' ./. . .4.(11001,4 i illiShillitott,, glik . 101 i .14111& I ,..• _ p .f ! • 1 .. I u ,i_. 4ivig____.4.0,4 i• .. ._.„...i i , 4\ i. \ .1...? • oemeNurt Baktal": gE1741 1 r .! ilk_11.,ek?iiiii44, - - . ' . Ark. ,apAglikika 47. . .s,', ..; . t''' '.--„,6"; .-1, 1 0 .• . ttr, --.014ir Allikr,' .4.004t11 . 44..1 .', 61c. 1 0' .-i . ...: ts. trAti • sup- ...,/./ 11Arii,4 ___,,..,...40.. . ., II ,lis a : 116..;:r. /1 i ,0j ;161110744111.4,,,„4 v., .' "" JA." 1...•-i.., 1 ..4.5 t: kid liP L ., , 4#4 A w' ' !II • . )11Stat;t4T,FeVW,v1:4ta'.4L.:-N.-'1 ;:%'.;!iti.re „I 1-61 1.. 40:.‘_,,10 - .Natoir41, fiseir • • ac , ,..,€.0.41m1s.,441,10ills...,.:ti,„.74.. .. . . er--/ 4,' ..• 1 , ‘ ...i4103AW1.1%;".ar,..#4411"..rfrairitr;'...(' Mira I •A illite. 11011114111117rA.Mittai PO V-",- ' WA • ..fi Nye - -sh,-. . .,- _..'... -f,::.: '` '104...Azt:Iir tiZilaus Mai'?" 4.:"'4":`,AII--";41416 mt ' i•Qfw wt. i • 4.1,iiiiiir____.,.1g,e-__...i.." ret, f,.. .' • ., • Adatoll„d/ -N qi itit tv.g. .A....4„,„„,".42kuhriZSt.ao, ' *--- . .. tiridad% 0 WI,'-•"- -mmacar- N.N. ,2' '14.1,:'... --... .'-. ilika------. • - . -.1,,,,,IA ..iiii sir itgmr.. ,.... ...., ""erik•-v.,-;,' 441.711.6.......,„ MO;f M ,, 1.7.'„;4:::g7 f 1.,14Var-talk, AY-- '.1+0,10---•.. ..--T.-. " Airl adz....„....aumposmiret• ,liseip irLeatc..L•;q •L, .•'..•i irLT,•••"-iio • plilm .1/ I 4,0 II 412 •K.'1-111[11 1 l'i•:. .!,.V --‘....N..9''1• 111.111!7 rt /.12111- r•-raLig.-reqiia---"SrAram.•••••••1 0111111"mus i•liagibittioi: .1-1..... . s•Juddra ...11,Air ••441.110 VIIIIV6 11 .4.f.P. r.,, i i 67:" • alk,_,. _ .y.:,,ki.e..,...71.d I 7 47„--4 -.4.-a Dome„Twirl,.-.ammo aro imams szwive in.44411 liii j1:171.. J A .14)i i 4 or • riir-.ILI" -„licii. . o.)Ad,?dic i l...zra tiltit- ••.• * . •04, .41!. ...,- wvAlti.1,\ --,.•.'',..4 t , ..... ,. . . .11 iiivl.g. -4113."ArrAbizmuntiti;a.........-....amiimii: . ..."01:.,P..er-:•-•„......,0.1...15.,..r,filit.-%:, . :,. •i 6.. -.4eamotTL...ttai - ..... ,.i 'err 61.i"Ur 6..'4 14 W474.41 3R ISCfr),‘"Pl I IV.1)31"11°11.'r...tfl.S. "4,e:)*re I r*f.A? .I I ei bL.'rl ."114A1 II lari at All 510.Irg"i k Wel*141. .' .11 ' -.jihi&.44.1(palleilt92,4*.e..Z.:4>4.:44..... .fUi. dam ati?41.• ••--,044 alroz-.,4y i• 0 NrIthelsillifrig• .011k1M. I, Mt '' lintillik%,■■•ainiirifa&fil:'"A: I'M:MI tzildir.;.(4,11......-.:.iiiiiZzlinleiriiiL: ., - ii .-- .;t1111 411101 111111%1L__ . ,,,,,_,..vIgi ••••m..c...;; v.,Ir•-••• , -..,..ver • ):‘` 011140041101. ..4791;0.0/ 1 / • .11.... 11. 0' 1.1v. if..!: o'00j!.V.. 4,41P .7-•.1:0 7.4-4.4 /'44. 447B414a4414144 4 444# .*hi ... ,.,.. 4WejolIVIliVrs tio:";'''el'dil J1.1„V"' .11:1a...nttr..Tr. 'WO - • -7,-,, • ti --: I i zi,o, •-",":: •. . ,\11 ....,....aSi....ryll'i.,...Awf.4.. tir.....".,: e .4 _ , I \,....,01.4.... ....hot,. irpo.2i0c-tir, Mi 14- I I, i• ".-11/4tV'.7 'y IfIt° ira. 1 1 j I i 0 .A, \ )1P/ •I -, ‘,11• ; Olti‘' ' ---:::.1:::::r:.......:....................... • '7* / ,I, ji hafil4a . ,. g ./''i • i i • 1 Kt"--.1----- "••••.....N„ 11 ..-)• •'••"" ;:i.-4,,,„Aik•.-.);:,,, x‘•. .. (.. ..) I di . ------...•••••• / ...,..41P .• % A. .., Alk idiot...lipik' '' i . ••••. % I • ............... :1 • I roi it i... ' • 1 \ • s..........• ...., .., - - • iii 7.' ' . S:'.....t ' ••• . 1 . •,-. 11. 1..:%„,.. ; i • Li - • N : I/ . . . •1"''' • • -......„,•- .. , ii ,./ • . • . . • . • . • • ' • , • ., . . .. . VIII. OTHER PERMITS IX. EROSION/SEDIMENTATION CONTROL DESIGN X. ADDITIONAL DOCUMENTS XI. MAINTENANCE AND OPERATION MANUAL