The URL can be used to link to this page

Home My WebLink AboutLUA98-157 p CITY OF RENTON'- -- - - -- = �w .�_. , ma Planning/Building/Public Works --� • sts® �� izq a PF OCT ts�ss $ 200 Mill Avenue South -Renton,Washington 98055 � : 1 - 0 .2 9 ADDRESS SERVICE REQUESTED k it - . PB METER * 7204260 U.S. POSTAGE : \, 722960-0660-08 709999 f HOLM . WARREN K 3815 NE 4TH C-61 • 98056 RENTON WA ____--- --, iNgT'6EL!V ERA LE ,i ,e A=1 a AS Wrn :,„ter • ° _r: 1 oo zz w REUNI LE TO FORWARD '`°� / ) im "'1 TURN TO SENDER • �Jd� �r,s-:./t��.es 1111,1I,11111, 1ljlt,l,1,�1l1l„slfl,�i 11111.1111 Il111t11111 '' c: p CITY OF RENTON __ A t �.....,-_..a.„,,,.........___, a NA Planning/Building/Public Works ; ;. ,��° 200 Mill Avenue South -Renton,Washington 98055 12 OCT t 6'9 8 ® .2 9 5 ADDRESS SERVICE REQUESTED �` 7Q METER 4260 u.s. POSTAGE 7,2246f3-047t}-G$ -- ------ -___ BRISTOL DOUGLAS L 23.1?9.5 I : NO DELIUERAgLE A��DRSSED,UNA^LEO FORWARDNOSUCH# }AT IPTEDON {IVOW REFUSE — INSUFFICIENT�ADDRR, ri ,MOVED LEFT NO ADDRESSD ,. 98055 DECEASED_ Mpx CLOSED, NO FWD DELIVERABLE �- ' INITIALS RTE it-- NOT AS ADDRESSED ' '—!? a :J UNABLE 7c'FORWARD i 'r. - -------- - RETUR 2 IAd o sEr�DE� llgl,iI„IlII,3ii1,1„lmiii.ltl - - • a 0 CITY OF RENTON -- , ..oivra_.-,--lizzy ---_-:.-_—_-1 ;: A T r4-"-"trirso . .--------1----,-- 0 'I ‘ NIL Planning/Building/Public Works i- f i,• *9 4.1 : ... ptegqi,t't z 5 : 200 Mill Avenue South -Renton,Washington 98055 en t• OCT 16'96 0 .2 9 gs nn *E 2D0METroi U.S.U.S. POSTAGE ADDRESS SERVICE REQUESTED • i ( --- — -— --, - - 722960-0850-08 • it - 7-,7•77-: I .-... X-X•7 ),--#.4.• r.--J.AO, M., ,, tf:,711,:,it.. , ".-:' ' '4$M:', 'i i ' ' 'r ., ' ,a44.1 -• 1 `‘',' ': ,•,,‘41t:-1.- -: ,,--',Vit- ' -2 '''.,...t. • *Att.4G$''' :•,'-• 6 ,..O ,36gEogffi;`.031,1',OTPIM'el2::::%1:/i i. T.DELIVERAB o'-• :,,-. 'Yl..ppi,isEr).,.st _ r. , 0T DELIVERABLE ,,---------„:. rt s*11"1/14*-4aVill'5gT4"43,WC4'0'1\tan\--1.1)7Z;Ii6-'§ 4--' AS ADDRESSED -- ii., *,,,,Ewc,IV4'_13,,,,,A5`,,-, ,,, :.;*4,751:ix ed6sEDN - ..,_ p VEASED7 co'eigx, "-riv ,.4„,---i—"-r,r'-1;isirtfides' *. ''''' "*"..4..........."“ ...."..“.....". iliiiii HIM i iiiiiiili!MUM , UNABLE T°FORWARD '*''''.--"=. 147 76tX14r: A'1:1:CI-(1131.F54-1-32W/ ljr::.. :1;:. -" :*".: i 1 i 1 1 1 1 1 I 11 I .Si Iliiiii II li li i i Oil.•1111i inth i 01113111,1;11 -: RETURN TO SENDER 1 \<'17 i 14Xt a p CITY OF RF"NTON ,SAT:<��®�4,. _, #. Planning/Building/Public Works ti 4. a®�.. o o 200 Mill Avenue South -Renton,Washington 98055 .4q [ OCT 1 6'9 8Q efici®� Z 0 5 .2 9 5 ADDRESS SERVICE REQUESTED PB METER 7204260 U.S. POSTAGE f {. s 1120-00 �I YAKE LEE ANN. 709999 1303 N 20TH _ST 1101009 R: TON WA r-- YAKE3O3 98056P.O1O 1P? 7 15 i0/20/9e , FORWARD TIME EXP RTN TO SEND 1 HOT DELI fRi SLf y: "' — 1 g� / YAF�E 4308 NE SUNSET BLVD APT U4 i u RENTON WA 98059-4047 AS ADDRESSED , in �2 �., vc IUNA3LE TO FORWARD n co? _' RETUf.J TO SENDER �d �� w'_ _ _. ...i=r a 1,;:1 It1:+. tk::s �I:t111i6:;'��t :.i�: :il:.': L�...__._,�,�.�._ ry 31i�a I {fs1ii,i.�.f�li,i�>litl�tlllti;fli1: �' � c: p CITY OF RENTON = _ '� Planning/Building/Public Works ; yti a T • r�• �tw '�� 200 Mill Avenue South -Renton,Washington 98055 w OCT 16'9 8 ara $ Q ,2 9 5 ADDRESS SERVICE REQUESTED A- fDPIETER 7204260 U.S. POSTAGE 722960-0770-05 KIHLMAN RIIBERT C 509999 NOT DELIVERABLE A 4DDRE_SSED',UNABLE'TO FORWARD N ' H it;i,,• ATV'. ]L i"ACIS/AN - REFUSED - NOT DELIVERABLE INSU ICIENT ADD S -I'„M VED,LEFT NO ADDRESS AS ADDRESSED �o ry) SED C AN/1E1121 BOXiCLOSED NO FWD UNABLE TG FORWARD ,,, V T NgTE..�PTACLE INITIALS RTr. .I RETURN[ NTOSENDE R _Ill A Wd ^^'�, -= - --� !1 1 I ! I1 ! I ! 1'1111=i� :1141"1111i1;111111lz;11!u.{i=.i t 3 i �fl r { 11 Ii { liii ! Ii i�li!!!1! a p CITY OF RENTON v,— , IA Planning/Building/Public Works ;y' :n 200 Mill Avenue South - Renton,Washington 98055 OCT 9 6'9 8 p�o°o as O .2 5 ADDRESS SERVICE REQUESTED V! 7204260204260PB METER U.S. POSTAGE ? 2'750-fl73fl-fl4 - — — -— _ , >a:.'s <-�1. 4 , _`_.___---;--- a _ ,�4 L C} NOTDEL•IVE ;��, �. ; :. �s7 NQ SUCHz#' LET .9DDRESSED UNABLE TO FORWARD .. INSUFFICIE ED, )OT KNOWN REFUSED 16 i SOT DELIVERABLE ._ DECEASE - ' :VED1N,LEFT NO ADDRESS _ AS ADDRESSED �+� VACANT --tip VTAECD BOXCLO NO RL' IT �I UNABLE TO FORWARD k"'` �� RETURN "1 SENDER _ s �C _�. ,_ ':` Il,l I i li i 1 l i li 1 . i�i. :'i`i;i: :i=iiiiiiii :l.:ii:;iii:f:li::: b r it ii a �i�ti i �� ti t�i tl 0 CITY OF RENTON ... _ . . F-6 A T 7"4".4' ' 2475' ......,, .-------"''' :j : 'GIL Planning/Building/Public Works 200 Mill Avenue South - Renton,Washington 98055 Fl - 4-. OCT 16'88 01-'4'111 - 0 2 9 - * no ADDRESS SERVICE REQUESTED , ru METER 7204 260 U.S. POSTAGE * 6 1-...f-- -- , -- 722960-1330-06 ,,i,,f 1 1,: A VP';'. 0tAiil$4-f.„ 1.;- gH.,p04tti pl a 2E4 A 0)DkES015 UNABLE TO FORWARD 0§V(tf,c..: 1;,'7,if.pfi.3,,,IPyED,NOT KNOWN =REFUSED 'Vgi4FACTE-NVADkCt4iii . ' . MOVED ,EFF...a.„„O-ADRFESS , NOT DELI VERA+PE.2.-t - Ze AIMED 11% SIM, NO FWD AS ADDRESSEL j A. -`4'.....N1 RII-TEPTACV 1,,n RIVI '::12TE# -1u'‘' _ UNABLE TO FORWARD __ __ _ -1,1 v) Lid w „ RETURN TO SENDER \,,s. (9'1.1,r...tr.r,' ::'.: •••4.••• /), .;•••:: :.'!..^.: .." i Pk''i , 11,1„1„iiiiitiitiliiiiimitil 1111111:111L1111;011A111111111111:a 1 V -f.•411,-'‘ .-.- -;-. ..-'. :: © CITY OF RENTON i A T 7.4�-0q►� a ="ti��_ "" t all Planning/Building/Public Works o # .�.. Of/a A200 Mill Avenue South - Renton,Washington 98055 w G OCT 16'9 8 " 0 .2 9 5 ADDRESS SERVICE REQUESTED a.• PB METER W : 7204260 U.S. POSTAGE * i 722.960-0280-0.8 cm •Nt�TDELIyER�BIE ]NOrDELI 'AD . - I SSE)WNABLE 5b FORWARD' '" AS ADDRESSED �},- off# 4`I �,IFu ,KNOWN ' ,. —......._ R I UNABLE TO FORWARD SUFFICI ADDR,1A 0 MOVED — dry 1oECEASED f } }�: " Mrs +. � f •if S{S f 4S1f ti f' SSL Sl [RETURNTO SENDER AcaNT„ -,, ". a rriri ilil„1,,Iiti,iu huiih1&it11i1 l• •' l l.. 1 6...ii .. �l�i� ii.. ;1..�� t i I 0 p CITY OF RENTON �. p< 1 : Planning/Building/Public Works se 200 Mill Avenue South -Renton,Washington 98055 w OCT 1 6'9 0/.41 ® .Z 9 5 * CC c PB i ADDRESS SERVICE REQUESTED a yr 7204260 U.S. POSTAGE LIPSCDuP_ i _L _.. 2 + ,�,P u 4: ! 999 DELIVERABLE'4 .ADDRESSED,UNABLE.TO FORWARDS 56 KNOWN`'. REFUSED ' OI " per;NOW —__ . _. � � • M6VED LEFTN®ADDR'ESS b�_- — t1e EDELI DELIVERABLE • SIJFFIC•IEN� G; M D ` BOXaCLOSED NO WD' ' ' iAS ADDRESSED 'Ee-EASED yj1 SA I AGANT NOR :Ipl -; INITx TADS d: UNABLE IC)FORWARD �'� � f..&:� 1L _is :_^:.� :..._ RETURN ,. ENDER Q uvd `mo w �_ _. _ i i is i:i . i i;. it :l:i:i� ii: ii ii :i TO SENDER �,� o= = " II ! I i li 1 1 ! I III , ; �:; , :: :: :{: ••,, .,. -,......_-, _ _, a 0 CITY OF RENTON -66 A T T4 4:::vie. •--4sz,___11 v...... ,—=— J * 4 *GA Planning/Building/Public Works , ;• 0.4 i7,. ty•e..el s , , = ir OCT 1 6'9 8 Orm,....,e-qt," 1 C 1 200 Mill Avenue South- Renton,Washington 98055 HII ...,V,I...6 Arm. • .••• * M E: ADDRESS SERVICE REQUESTED 1 eh- i 7 ,a F 01.7 014. k-26 tu6s. lids AtE : (------------_____ 72_296o- 4 11 , - '--------- PAGAR ''' °.*.02 .- -IN. ' / .N.®Tbegrvt,- ,1,11., 7 . -.;,A2_(„d... '-- ltg, ftr"""-'%,:i.,,, JE'SSE 'WvA,.. FbiwA D„" Aoo SU 4144BIE3.46,9 'l .1"P 541* ' . -,-------.. -Dc,E, „,„ ;.%-, _vc,-.; D -•'.Li, .,.... RUT DELI V ERA BL E -.. ----,...,..„; vAbi t".)-$.0-_yarilk1,1°41244"-T - AS ADDRESSED c,,,,,: ,..i 66,„—_,•____No iw ,ptg-c-E--,:--- -.:BuXCLO ' •• • l• i it 1 i i • Ili i 1 1 11 11 11 I iti4otoitttiliilltilli.s.tai..1-1!. TOF"WA" 4;'-''' 1 u -' hci--::/' -4•t'iC•'-'illiiitti.; 11,i1.1kAillwiti.,1,1„111,1 • • •• • — • • ' IRLTEL02.2 D E A — ' 4/ 0,4it A r..TA Z . . -.., N \ ' \. � 0 p CITY OF RENTON ` , - :_ owl Planning/Building/Public Works b�S A T r6 pc � T' x 200 Mill Avenue South -Renton,Washington 98055 � '.. OCT6'9 �°r 9 g 18 0�p� _ 0 .295 dil F!. Fe . "en' � ADDRESS SERVICE REQUESTED ❑p r u�7ETER d'' 1204260 U.S. POSTAGE • 722960-0610-09 fiN 99 RAMOS •C'LAUDI 3+BEATR IZ • . 2. AO BX 94 . a L5A ---I, RENTON NA I RAM0844 980562012 1N 23 10f14f48 RETURN TO SENDER I °JT DELiV rtt3GSLE y_ - • ' ° '/ NO FORWARD ORDER ON FILE AS ADDRESSED Y� — 130 I Z UNABLE TO FORWARD 1 UNABLE Fs_uan� rn a lkinFQ TO FORWARD tea• coG' ! I RETURN TO SENDER �_ ` 6 wd , . ... ... l. iii:, iti ii i i.t. ii _ 1:; li�..i �i " -W 1111,11,.I�11 I 1 11 II l : :, '= :a ' ' _ : 03 t- tt p CITY OF RENTON e .“; -- , , 'AL Planning/Building/Public Works ;; ~ o�a T P�� ® `" � 200 Mill Avenue South -Renton,Washington 98055 in r 6 OCT 16'9 8 01n9v a a 0 2 9 5 ADDRESS SERVICE REQUESTED ? fBr.7ETER *bdA2O42G0 U.S. POSTAGE- 0-02 WILLIAM CARRI - A 519999 It..D8 NE SUNSET. BLVD r1Q1 RENTON WA 98059 WILL623 980562004 1898 14 10l23l98 RETURN TO SENDER WILLIAMS ;�rTUR N :::, "; �� _ .,rstr4,1 MOVED UNABLEFTONFORWARD55 TT t 0 +�` o�- EG0I ,L to lea RETURN TO SENDER Nay • - c: p CITY OF RENTON c._ �_ ,�m�Ni 3S �d isiL Planning/Building/Public Works • y. A T• ..4 • 200 Mill Avenue South - Renton,Washington 98055 OCT 16'9 8 ® - 0 .2 9 - , — ADDRESS SERVICE REQUESTED k. _- 70 B * w ' 4260 U.S. POSTAGE : 7 77 f . 72296C-1C8Q_O8 SCCEIELD JLHI\' E+ 2809 - 61ST AvE SE9 CY .• PN257C . -- MERCER ISLAND WA 98040 i'vi ....E . ,.:a • _ .!.�,t �;.:l a r`;;" • d a , 1.30 iZ : Rf.: l.li{NC 10 Ji.iYDF1-1 t C,S,, •z_i t.:::_:-:-::.; .......... II ' I� I ' " 1� ' 1!1?111 ', 5?1!1"!II1' fi' '''l''' Y:'Il:??f _. ._ pia.. : ;{',0__ ti i li w ilia i i s ni \1 rill111111.....-- . p CITY OF RENTON y A T Tc7W�2 = NAL Planning/Building/Public Works i ®;�®4 200 Mill Avenue South- Renton,Washington 98055 cl r OCT 16'9 80oao 4 ® .2 9 5 N d P a ,r Kg E ADDRESS SERVICE REQUESTED - PQ METER * W '- - 7204260 U.S. POSTAGE 722960-0630-05 �. SOUTHERN STAG 1 T DELIVE A "1 a.y+& �ESSEDOINABLE FORWARD • 55 PLOT DELI V°ERA ISLE —�_._ T KNOWN REFUSED j gR � r, SUCH# A r�. ' TE NO AS 6iDDRESSc � '� ''R SUFFIC►IEN ►�1DI ?-,§' OO VED; �. • n 0 r �..r -d r p "mot' r CEASED UN. AIMED `BOX CLOSE D !lP:.�I?LEo��,��,h� � � �V �..�.. i i. 1 't. i i 9ii: iiliiii it ii: i �O I2��P�T�� __--•.�IhU�[�kT� i • i i ii ; i i i ii 1 :ii : i3i •i i ii: iii •ii k RETURN— TO SENDER`w�;� L7 il�i,i �� ,��< < t, �� 4 CITY OF RENTON -�- w �'� �; *.A T T4 ��° ., �O �r oil Planning/Building/Public Works 5 ®vim• ®� Q OCT 16'9 8 0do�11 411 a 0 .2 9 5 200 Mill Avenue South - Renton,Washington 98055 w (p �, � ADDRESS SERVICE REQUESTED rUn3ETER 7204260 u•s. POSTAGE 722950-1050-OT2 - --- DELIVERABLE Q•.ADD - '.> f r'1 RESSED UNABLE MD FORWARD `*"' ei ,a ",IPTE' MXKNOWN REFUSED©'•5 _ INSU . •„ .. 4. D SUFFI FFICI o g - N 'D7 MOVED �v p ADD SS^� _ oTDEL!VERABLE - ,. AS ADDRFSSED _` BOX CLOSED N®,F INd 1:„._,:,- • • • ) F4 {E?ETUR� TO SENDER r .%- _. .. _.. {1 1 1 1 11 1 1 31 1 {1iI #3;3433:1313=.=.f31t331i1ii 1:{3�l'i=.3311'33311333� ..,,9.��., .:10,1:? 3 31 I f 3 i I•i i i l I I n 0 p CITY OF RENTON - sal Planning/Building/Public Worksr. '`h <� J �. ��® it 200 Mill Avenue South- Renton,Washington 98055 vg I, QCT 16'9 8 �n�c � U .� 9 d.., N a°�,,c it ADDRESS SERVICE REQUESTED ��METER ViA 7204260 U.S. POSTAGE .(1 - NOT.DELIVERABLE P:--DDRESSED4UNA t-E TO,FORWARD�': - I I_M' NO SUCH'# L ATT O N '' >':.,— . .�%' REFUSED NOTJThELIVERAELE .r FFIGIENT �3$ / OVED;LEFT NO AD_DRESS/��--� : 5 EASED UN ,ID:_ , BOX CLOSED, NO FWD' AS ADDRESSED aNT Ro Acf —- - ----- UNABLE TO FORWARD �k�- d �, _ `t iNtTlAis g RE3UR�! i0 SENDER �� VI IN VJd. Fir. — •. _ . ? {{ { { { {' { 1 1 1 i. �fI 1 1 iila:la ti: � i =I� I t _,,, ErliurillIllIllIlIllIllIllPIMPIPIIMIIIIIIIIIIIIIIMIIIIIT, — --_ -- \I • CITY OF RENTON �% m A T l �a,� ` �� 7 • NAL Planning/Building/Public Works =:, r yE F �; i. 200 Mill Avenue South- Renton,Washington 98055 ' OCT 16'9 8 �:de•r a� 0 .2 9 5 ADDRESS SERVICE REQUESTED . w 72B04260 U.S. POSTAGE 722960 O480-O6 , 9999 DELIVERABLE RESSED o '� � �ADD � _ - IIVSUFE r..Attar o -Ni !o R FU ,� O 5 9 `� �-•,•��----------_. _ �.. ��5 �ICNO WNW SED I .DTDELIVERABLE �. DEC•EgSEu • MOVED �, C�7AC e, o o r iv , AS ADDRESSED 6 �T N� RECE i�D BOOXCLOOSE WI ABLE TO FORWARD � rn E : ,J,I a ITIALS . RETURN TO SENDER R , .r��,•-4 111iilliiiiiI1i;al,h1I,ii��11,1 .`:"I111ItFI11i►,I1I111'int.ii�1,C1ill11,iif1,il1 l CITY OF RENTON alPlanning/Building/Public Works r 5s a r r� �® : 200 Mill Avenue South -Renton,Washington 98055 r OCT 16'9 8 04°.®s�D b o •2• 9 5 ADDRESS SERVICE REQUESTED a "CC EMETER * W 7204260 U.S. POSTAGE • 722960-0210-03 _ * " t, ' " )10 `}4- V07tD,EL+ RBI vA}ADD RE DI LE TO FORWARD� t,,, O N A _+ ,e.' OTEFREFUSED INN DELIVERABLE -INS�FICIENTAD R r oVE) IEFTNOADDRBSSDEASED �j col BOX CLOSED, NO — I AS ADDRESSED `� — Nm� •� p T 1CL INITIALS TO FORWARD :l_1;_isI;_:i Iiil_�l: i� s ;1� �ti : t^ - j RETURN TO SEND Eh ;. 1 , — — III 1 I II I I ' 11 1 , . . . - - „ p CITY OF RENTON , Planning/Building/Public Works a�6 a r r44' -' 3 :. g. 200 Mill Avenue South -Renton,Washington 98055 OCT 1 6'9 8 �;iiJ ® � 5 ADDRESS SERVICE REQUESTED c ,, f rjU(� * M178TER 7204260 U.S. POSTAGE 722960-104G-07 SHIN GIL-BOM f .JIN-SOCK 8 1841 Mail DELIVERABLE an ADDRESSED UNABLE In FORWARD ; ..,Z .f O KNOWN REFUSED _ NOT LIVE RLE � N .,pp��g r ~• MO D, a i ADDRESS o > ---, -L SUFFIC• AS ADDRESSED ; s•,Ee-EASED' isz 1 [MEE., -' BOX CLOSED FWI?y3� + !UNABLE TO FORWARD =.- ' AGANT ENO Rs T�;EP A Et��, -- 1 � 1 s()4.^+ .• rt.,:ftRETURN TOENDR _ ! , ' ” — —. ..•“r7; iiii►iiiriii �� iiitiria�iiihithtii=iitailiIlitiliitiiliiieiiiiiiii noi i ii i i n' i' 0 0 CITY OF RENTON ...._ ,-:-_--i. . .4 T 7.4 ...fir,1417t. 0.- --- ----"J 1 IA Planning/Building/Public Works , 4" 1139623zsme ••=3 ".'... ....'' '''.1 ; • 0 4.4 cc - stlyo 43 * o 200 Mill Avenue South -Renton,Washington 98055 co h OCT 1 6'9 8 Ile,14 a : 0 S 9 . O 5 : ..,.. c., 12:11—"22 uTs P LS TA GE CC c. ADDRESS SERVICE REQUESTED a. . w 42 0 7P2BomET6ER 1 722960-038.- I # - ., ,IEN DELIVERABLE lir A.DDRDESSEDRUNABLE lig FDRWARD 9 N0 MIEEMBEVADDR N.933 movED,MIRMADDREss 9 --- DECEASED Mr KIVI015) BOX @L@SED,la:WWD , VACANT . S8D . R,E ...yzer-rn,-•-•.,_ - ,—NRAO SET T DU—ERLN M!—TE OR-A—SBELEDER (ADDRESSED ..0C.-- 130 I UNAKETOFORWARD 4 - i CD, '6-47 3.110,..(1'w,c11:-;a1-17::•riLlt*---: 11,1„1„1,11,„,i,ini,i,„(Li Ii.Liiiiiiiiiiilliiitlitilitililliffililliiiiti - de CITY OF RENTON 17. NAL Planning/Building/Public Works c ipt 5 0.4 :2 * Pe.ort R 200 Mill Avenue South -Renton,Washington 98055 OCT 16'98 : n s n 7 ADDRESS SERVICE REQUESTED PB METER ' ,.Wt .1172O426O U.S. POSTAGE , - - - NOVDWErdirr,EfA*7115,1i4§:SED UNABLE TO FORWARD NOSOOHigt&liktitgifiFfeEDItI,OT415NOWN:: REFUSED :IIVSIAFfeIVRA1).1fUtS' IMQVED,IEF4TANO ADDRESS 7 7 7 15fegAS-tijaNCS,' OXigEr6Elnlo FWD —1 NOT INITIALS ' RTE# 418 05 5 DELIVERABLE AS ADDRESSED _ -no - UNABLE TO FORWARD a, In 11 11 111 111 1 RETURN TO SENDER \`1 / Ftf 1 tl II! I 34'1‘13: e 0 CITY OF RENTON . 17 tAT 7'4 `"?,:10.00.• NAL Planning/Building/Public Works • o 0‘,-, .7—_,,_i.,,„ iT' * 200 Mill Avenue South -Renton,Washington 98055 [-, OCT 16'98 kle.Q1 itb \ 2 9 5 * u.s. POSTAGE :*** .....--........ ...—. , ROT DEL!ADDRESS‘IERAB AS ADDRESSED i ,,,.,,... INSUFFI el IENT ADDR,7' 0 IWO D,LEFT NO ADDRESS ‘<\,...ACAT4 . NO '1;;;EPTACLE 1INITfALS R1 - • UNABLE TO FORWARD •- .---• - -- - -- m, V4. • - - -—_ __ LE ‘,SERVICE REQUESTED 6.: .-. . PB METER tqf 7204260 _ ------ ----, ----- .722960-0540-04 . • 169999 . _BUCK KELLY M . .„,:4-e.,,-r,; .;! ,, ',,J,_,7-.,i.' • • .. . NOIDELIVE R4LE6AAbDRESSED UNABLE TO FORWARD : I NO SUCH li - ATT1-_MP , TtishrOWIN - REFUSED— 1-3' 55- r • ...„;..IDEGBAS D • UN ..,.AI1VIkD 1? Ox cEosED, NO F 1 • RETURN TO SENDER 1f1-1. 11 11 111 111.-11- -11- 11 1 L ----- • - • 1 - Iiiiiift,I.IIIIIIIIIIIIIIIIIIIIii• -•• . 11 , ill 1 1111 11 1 .1 t.-. ;I: .11. 1.1 .. \,--z . . 0 p CITY OF RENTON a: ,..... _ IA Planning/Building/Public Works r� ��`�.. , ff 200 Mill Avenue South -Renton,Washington 98055 OCT 16'9 6 CP...., r 5 . ADDRESS SERVICE REQUESTED • 5r* - 7 042G0 U.S. POSTAGE * 722960-0960-05 909999 • ,, PAT" TCIA A ;t { 01 DELIVERABLE4,1• ADDRESSED UNABLE WO FORWARD SUC•H# �'; OT,NOWN REFUSED b —_ a NOT DELIVERABLE �` e_ UFFICIENT DffY MOVED LEFT O DRESS "� ! AS ADDRESSED , .CEASED •_''.AiI AED-. BOXrCLOSEE N®F Dp l_ eUr`�r - Tu FOP!"�ARD �- -= CANT Rh`�39 RE*c AEI ,Ian ' S .•r • — € RETURN TO SENDER ` v6 ltdd n`9 w- _ . �j - �. o \ 3� _. :. __- ildid—,i,11i„ll1h1l�it+dl�i •ili:.1:si=i::fil iS iiiitaililialiiiiiii1°:i:1:l a p CITY OF RENTON = Planning/Building/Public Works 4gsA i rC ' ._. ' , t o 200 Mill Avenue South - Renton,Washington 98055 OCT 16'9 8 Bpi` ADDRESS SERVICE REQUESTED ., 6- PB METER y,. • / 7204260 v.s. POSTAGE / • / —.9 CZ 7229.6O—O76C-03 / .. 1 WATTS CALVIN C+SARSA A J 749999 5404 SO OR' S SEATTLE v 98113 i - 1 -, - -- -- ---- ---- RETURN �—� ` 1 __ '8 b'i N. TO WRITE , 3 'ea c� — — !ADDRESSEE .. (� w .. !UNKNOWN = 0- - — . L 4 Odd �� ii: ::I::isii=::=is =:.isi:::1:i:.={f,j„i: :lpiii,::ii:::: liii a a CITY OF RENTON .u. Planning/Building/Public Works * = * P - 034-4,1 °11 - J I' 200 Mill Avenue South- Renton,Washington 98055 14 h OCT 16'9 8 0 2 9 13 i i• ' .it(trififrO - T. - PB METER * ADDRESS SERVICE REQUESTED 7204260 U.S. POSTAGE f - ------------- -- - _________ 1 722960-0250-04 ---1 • HAN K YUNG SUK+CADDIE HINKE 719999 R3E4t84T0L114N104AAVF SI.1 77 98055 I _ _ AS ADDRESSED C, ---3- GO- 130 oa - UNABLE TO FORWARD cr' Vld c-, -ea•-•-7 :-.." 5.k'', t 9. I 1 ill 11,41"111,UWWIAUI Z.- .::: -4:-;7:.:"': 4"*"."1' iiiiiiiiiiiiiiiiiiiiititialliiii " " • — • ••• ' • • • i RETURN TO SENDER 47 ?-iiroNyt la olgm - ,, , 0 CITY OF RENTON I--- ... --- -- , -1-3:-11,...,--- - la Planning/Building/Public Works 'J - ,• _____., ° 4. "vt fr''''.4,vl t....45„ pg. , 0 - ' * 200 Mill Avenue South - Renton,Washington 98055 ffl OCT 1 6'9 8 0.e.,,I Elit - - 0 2 9 14 g * ADDRESS SERVICE REQUESTED g... .. - PBmfrp : 1 6 1 T 91' F -- vi;, , $ niftzto " PTAM 722960-0170-'01 SHAFER CHARLES J+CLE0 L 559999 1327 148.TH AVE SE RENTON WA 98056 , . NU SUCH I ADDRESS j . i RETNN TO SENDER ,<_ IN d ,,, . ..rs.F.:i 1:i :, .t \,(.2.2 .iggistzt4.4.4 11,1„ii,hii,11111„1,1,„11,1 p CITY OF RENTON I '� Planning/Building/Public Works o 4_ r . - t 200 Mill Avenue South - Renton,Washington 98055 w OCT 16'9 8 at.erio a9Tel E 0 2 9 5 ii — ADDRESS SERVICE REQUESTED . sREl'3t)a 9clo9aooa 1596 16 1t3/Q—QOi96 I FORM 3547 AGE * BREITENBACH 'KATWY J * 1555 ANACORTE5 AVE NE #D213 4 KENTON WA 96059-3' 1i I II,I„I„I,II,,,,I,I,I,I,,,,II,II II,,,II,I,I„I,I„I,I,i a 721- .4-11 ' I. 4D9999 • BREITENBACH KATHY J 4' C8 N UNSET BLVD 4M-2 -98C'56 RENTON WA • t:,u-t,amcltj tsi 2.1tie 11 1,1„I,11,1„l,.Lil tusl;l:,,,1-II„l; 11.111,,,lt,,,,Al • • �%" © CITY OF RENTON ti A T ®WL9s Planning/Building/Public Works 1 �� '"' 114 4. OCT 16'9 8 g° n a a� 200 Mill Avenue South - Renton,Washington 98055 : 0 ,2 9 5elaraa * pp.. = PB METER w ADDRESS SERVICE REQUESTED ;� 7204260 U.S. POSTAGE 72.2960-135Q=P.1.%'?, HARNEY KIMBEWY S 569999 ;p 0 BOX 5U_Q6,1.%/k, • 'v. BELLEVUE 4�A�'..°; ., 98015 • • HARNObi 9SOi53O25 1N 19 iO/i9/98 RETURN TO SENDER NO FORWARD ORDER ON FILE UNABLE TO FORWARD RETURN TO SENDER • • • • • • • • • • • • — . N; 11 a x CONSUMER CONNECTION OFFICE BUILDING VIA PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH RANGE 5 EAST,W.M. ' r. ; mj¢o I CITY OF RENTON,KING COUNTY,WASHINGTON w w$z a Lugz o, ._ Ea LEGAL DESCRIPTION t'— w aft ? ¢z I- . ¢� LOT E. OF RENTON m -101-89 W.RECORDED II I x I! it Ours a.y(7 xl9D GNM C 1,Uu6ER B OB7�.1Tm"0°6:w�Eim,G EOYxTt `_`_ I - ■+'' Z 3 V �- — I ALA t11 �. ¢Z ¢ � SURVEYOR'S NOTES II ,°�° r Y _�111�pr—� o uTa g'/ '88'39'S5-E .00'�.'` i E y_l:i: z ,.6615 FOOT MOM wrmvu:HDnDRRA.nc SCALE oc I.w 2io.r"� 1''20 _______ _—_s<�-� �° N�uan g�©�L � 3 W¢ a o y�j O UNAUTHORIZED ENINMEMDRs MAY ERCEM THESE STANDARDS. .--- --- ---r--- -_ . e°"aOwNTDALeDA A Ip D B3(D,)x D 6 BARED Dx COxMDE P NN 6 °- • _ I. z UB16Hm ar THE arc of RENTaN. P"„c.r tl -�r--_.,_�-';a-__- -+__ _g- F `�m a.num..DATUM 6 NA.BB AND 6 BAsm ON CONTROL POINTS 159 �'"�'_a° ->-;-- VICINTIYMAP ¢ O NM IM4 M POEMS.0Y THE arc OF R... I d _f.._- ' l VIA WIN 1.91a WALL FENCE U WIC I1 Y. �[.a •DAP O ALL UTE DIFORWTON SWNx ON TH6 MAP HAS BEEN EXTRACTED 6,190.11011 1L_� IEi= y li♦.FROM It GTON TI ICO P r .R205289-Z r-• �.� e.», .J TwG EN MARCH.EIERS,INC.HAS CO.UCIm NO IN PREPARING 7116 •INDEPENDENT r (tt In.SEAR.NOR 6 BN��MDSEN CONSULTING ENGNEEM.INC D.A Y MT I �` \\ MEMI.AFFEmNGTHEaRN�DPRDP.T, - PAD '" OTHER AN MO DM.ON ME SOP 0�SED THE I� . \ + ENGINEERS.WC.T.RELIED.HOMY oN.6HDNGTO"'S CONSULT. I ', v INDEX OF SHEETS gg SURVEY.NO THEREFORE EB.w'w.osCOEIN"cTRe"Co,PREPARE ENGINEERS.ss G. "`"T,-°" I '�� Cl OF 5 COVER SHEET O z .E rfYS THE MARS ACCURACY AND COM SPIETENESS TO TART IN I1_ Z .1 o o € D N.T R NM : `i,Il I* K \ C2 OF 5 SIFE PLAN 9 E-, 38 s PROPEHn AREA -11srO:SQUARE FEET(o.nsE ACRES) x, 1 IL I = \`�\ '$ I--• W W as HEREON Q A UBLICEMGHT-OF-WYro COURT x PHYSICAL NSESS WSHME c°-°� u R.\L C3 OF 5 GRADING AND STORM DRAINAGE PLAN W m U P'. THEREOF.AS 00 B'S, CONC. > 0 1, n o€ sme. O 0, I o LL1 IT _E CAL OF 5 UT1LffES PLAN = IT Y.THERE ARE NO BUILDINGS MER MAN THOSE SHOW WY EMT ON M6 SITE ONLY �5s's 1B�C°•,CST\ \U g . �� \c g—, / C5 OF 5 DETAIL SHEET (n O 8. 91 GROUNDMOSE R ACEE ARE SHO xWTH EEHEEGREON. UNDERGROUND GROUND "r Z e V ummm sSHHOY.R ARE APPROXIMATE ONLY. UNDERGROUND SSUH-B • \\1\ . t' 1 CC U CONNECTIONSnLo=WY COMM I STRAIGHT OR RN SURFACEN (1 „) .N W W COME UNDERGROUND LOCATIONS SHOWN HEREON MAY pS691`B Pvc"T i3 HAVE BEEN TAKEN END ENGINEERS. PUBLM RECORDS. bAGALS. rt-SB \ • Z 15 2'a p CONSULT.OF PUBLIC riEcoRDs. u IL.alm FOR THE M, V \ \ + �1 o /sSL O t4 !�/ T RyRso: P 6 L "CONDOM NRDE mr W .N \I b L , " P �•• I ' 0 w - DOMED ED AS SOUND•WAS RE JULY D FOR T� IN ULY P _ i�''rb••�' ' 0 W 11 ,o ALL 06TANCm MEIN FEET(US.saw( ,y"{ \ \ -- CO• MS IS n TRAVERSE SURVEY.A SOMA § Z - 2'!I SSTATION HOWN.QCLOUUSED TO SBE' "RATDS'G"Eo ME"TR0iRA1ANGUL AND DISTANCE[mrAL E- 'uieY x j ',, \N CI•' -� I. lil U u p TIOSE SPECIFIED IN MC OM-1Jo-090.°omTANCET E MFEASURxcm vunw["�nK q � �DO.,• yy EQUIPMENT S BEEN OF IDE DATE OFTM s si0ED AT Ni NOS.BASELINE.THIN ONE , Co k k + E 12 THIS SURVEY DAM PREPARED FOR THE EXCLUSIVE USE OF CR cm,.w.F[R vuv[ �,, - - \ RIGHTS°RELY ON rmmou"�r MS SURVEY w NOT - snB \ §g Hill i 6 M PROM 9oM CONSULTING ENGINEERS,IND CO B \ eR su9vnu.RRllosEseL.PPURs N. -5"'NDir`M`,w; � ' os / .#\ �\ `-[.a,ING Fr„C[ 1 555 I1 '•Ia, /� \ ,Op,„,\\ LODE DA DA s Co Po / \ 0TO.6°l LEGEND m ^ 3 k' > ° "IST1 `I,\ ----- I 95 C -L` EmTIt&mtrtDlla z3Nr a °s ? .511110 FINE oa T \DIED R ,> Yn "•x[ MUM, EXISTING PROPOSED SP T EVATgN V.Y",-, KAN x NI SPOT ELEVATION �', r.RR,,,,E EXT..STORM ----0==== PROPOSED STORM — Leo .. "0'6 C. ITARY E PROPOSED SWATS R 0 a g OGTRAOTOS BE FULLY �NG MO CALL BEFORE YOU DI T • I `'` L;`0M;1-c f• bbe ALL N00 SURVEYY wNUUEMATON ATT,uY BE AFFECTED BY CONSTRUCTION AsflMtr PAWNFM G'0ry c i 'g REG'u'"'"6TER'V�UA"`m Su WY BE CEITWED m70R.9-ISO. ro a naP1E1ONUUE L 1-800-424-5555 E.mwS CONCRETE I I E.�RESRe-1O-99 R M.ACTIENG THEIRR OFFICE BY TEELEPHONE AT(208)902-1I90. PROPOSED CONCRETE I. J CITY OF RENTON RESOURCES. STATE DEPARTMENT OF NATURAL RESOURCES MUTT CONFECT NOTE oePnF+TT.1eT'1T'OP PUBLIC WORKS : PUBLIC LAND SUREtY OFFICE 1111 Mx STREET s.E CANNON CS °bO pL,B1M MU9G&,Cfox 9830E->Om ijr DTOSIWLBPS 55F S ER OE °� MEg UTI5 ANNCOw0TIMFFOMLL AND VERTICAL mGl5N PRIOR M WNSTRUCON. Z L MIRY 11101 INCLUDE°V3Y 11i0w5� U"G mSTRUCTIM.ALL 1NWBRS GSPLQ D.MANED.0E Et UPON COSIPLETON OF STROO BE REPLACED BY A REGISTER.Imo SURVEYOR AT ME COST AND OF umNS AT LOUT..OF NEW UTILITY 0.ro3Y6 L DmSGu M OR NOT CIX30F15 EMT. O AaE DIRECTION OY OF THE COMRAMO.PURSUANT TO THESE REGMT0N5 ME BA. ME UNVERIFIED PUB LOCATIONS SAID METES TO v — N GUMP -T FOR RFRIODIENT of SAM MOWMEMATION SNARL ALSO DE ME R THE FanR.ELTOR SNVL CONSULT B.RGwRH Z = FOR.ME LU00.CIP¢ CON.MCOONM3HEF16.vK 1D F�0.vE ALL FlroBULs vRPi 10 PROCEEDING fTM _ My v._ 0 Na N,1, 05 Arm out •N.� cu....cc.... .ffr Cl cc _ m • Mr P.\wvmRw\sass\EN0!8rr,9w0\013-AI.ms mle/T5 09/28/I9111 99 36 ha.a.I I wale Z6818-5.I6813-8. ""` "a2 ,mer~r .'55 v.5 5" `e" m PPP—SS—TTTT . . G CITY OF RENTON —. a•°• .,. I I I Manyy/EWImina^Pa55a Works Dept. NO. REVISION BY WOE APPR -. BpG .®' Gregg'Zimmerman P.E..AEminrstmtar ppr. e 33 a H II ge ' cc$ 1 D ' m: .L 4 as ' n 4 LI o li ti • a zz a= F$ as as? SS aspS . Y a e r . 1 . n O O Z O 11 CO O CO W8•. nnn nn ON 0 N o4 �O EWE • E TTriE nn�., ME !El E4 gg 5 ` �L�,a ? 55 5.g ae "€ g.g ,?.:P $ 5 C g . ME ,;€ € g FM;,,,,ti I lie g M4'T,M41 �3 ;4'1 I5 00 %'I. tt;Es a" S ; :ea 11'I O A " m g . �'� � � m All I O eggg/ / ANCOURTNE J � 0 CO 5a 73 z? ON 13 OGPE ' N • A PE...E.-0 '' i __ r S OP59'O]•W , LP E� ---- I I h;ek O D r y/ : '. ;I . i 11 Z Z • I•° I1. •III 1 1,. . ._''.U.. m_'� z co 1-1 aMr..............-----...3 WmwPCAREt �,i�II• --// ZO i, co ld ro v--.�. StOa 59'OJ•W ,)1.00' a la ,,�Irl s ` 111 1 \ 0 • 4 0g€ R O I I a I! I ma D . X i 9 5 3 i WI 17 , >o 1 4c,H-, t4 0"TT p. d, v C. • m Ez� C O GH'V TITLE` LOCATION g ; o Z Q NY 18215 72NO AVENUE SOUR, WHfTMAN COURT NE b E 4,‘ ,.WG_ y KENT,WA 98032 SITE PLAN RENTON,WASHINGTON (2 0 _�.,b_ (425)251-6222 D .9 _d (425)251-8782 FAX OWNER/AGENT: CR PROPERTIES,LLC g ,. ' 400-108TH AVENUE NORTHEAST i owTrw a 9 s L E c,,ERO8.L 4,10:A:iis BELLEVUE,WASHINGTON 98004 CONSUMER CONNECTION OFFICE BUILDING CONTACT:GARY CHATWIN B.C.E.JOB NO. 6813 • • I. BEFORE NIT MWNDRAPIAGENOTES GRADING AND STORM DRAINAGE PLAN 9 s i G MELD WITH,E GOON OF" . " p EIMER A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. U) : ALL CONSTRUCTOR S./BE DIACCORDS.MT ME•Ismf DAN S J (n SPEBRD RAPS FOR ORME AND MNCPAL CORIRDGNDN-PREPARED R/ CITY OF RELATION,KING COUNTY,WASHINGTON PUBLIC WOES asowmNS(APWq.AS AJIEASED FT N o Z / SWOT IE Ory OF RENTON DEPARTMENT OF PUBIC WORKS. Z W W z--j 0- J. PLANS STOW DRAW£MTN ME O BE COMR.EDMT OF R m ME APPROVED Z O Z Q Cl. FROM ME APPROVED PWIS TU.00(0. WIWREN APPROVAL FROM THE UBLIC WORKS.MYcm aF x Z 0 O p 2 RENTON DEPARTERT Of PUAK WORK.p@ N MOT.OR STOW WATER u@m. Z O Z U AA C OF ESE AP RAPS MUST BE CI ME FIB STE WHENEVERsow. _ Et A __ UQ �Z�¢ p ZQ s SHALL U RELIC NILES ODERWISE APPROVED BY AND EV TIONmN 3 U Q e J ON IEEE PIIB,A WORM mEEHm+M BMW.NCO ELEVATION ARE NOTED JSW _ _ I 4iri,:167,t0 QD a B "�Pv+b TT •y Arm. p = U rCx/EROSION MUTES MUST BE IN OPEMMx FTOR TO 0.8.0 , W `\ e' g W,tl▪y B' m W Q •Tj/0ry AWMTMIMOx.AND THEY WRY BE SAISFACIORILY.NTS 0 Ur. Z Z IEJ �W Q CONSTRUCTOR a COMPLETED AND THE POTENTIAL FOR ON-.EROSION HAS PASSED. SBG sslm. •"•,OW:,•"•\ PowBm,yi., :,M.��, ¢ O j�Jf O C7 Z T, ALL PEIFNTONN Ei0N04 ES MUST BE 00100000 000 w OPERATOR PRIOR m YS"`" - vn ' rmW+. Q L J 0 i IN DKR N WIT =IRUBN MMERMSE APPRO D II B I7•G Ei 0...at¢.,r Z W w B/ME DEPART.OF B WORKS STORY WATER HIM•. /� O m o GRASS R 2N 5s:;4"x_A W I MSS LIED UAY BE APPLIED BY mwros®wc THE SEED MITRE OTHER Ja y (_}] ,I Se$aHe F Ml • F WATSTER NRM.REMON AND APROVED VEDxBN0000sl.,.BE S10MWRrA (j 1 Z w -B A �[.� � .,. WqW, O O R u]RafiPc AROMEM AM APPROVED BY ME MPAmmN M MAA WORKS STORM II �F B. ALL PPE AND A RFAIMANSES M41 BE u0 ON A PROPB4T PREPI I fOLINC 10N II I�` ¢�ion iZsl"' ., ,� • J OE 003014OE WM MOON T-0 3(1)Of ME CURER SIAM OF WATINGTON V "-Siu-a1-. ¢ STN SPERM T.FOR ROAD M0 ITSSE CONSTRUCTION. MS SHALL wpLM I I qy mv, C. LEMING M ME TRENCH IONOM OR TALE TOP OF ME FOUNDATION E IF"• ® v,�mu. " MATE..AS WELL AS PLAC.MT AND COMPACTION OF REWIRED BEDDING MEDAL mow own v 010. awmam 10 UMW GRADE SO TM 111E EN.LLNGM OF TIE PPE WILL BE SUPPORTED ON a P /•• rsY �u LIT LY DENSE U.0040 B SE AU.PIPE BEDDING.LL BE AMA CLASS Y.• JR'S5'E D.OD>•�' ��N yr¢�P WRH THE EXCEPTION M PALL PPE ALL TRENCH BALIPILL SHALL BE COMPARED TO _ •11:•...� a wwu¢I»M+n,v.".w m c i =vw. A Sg NUM 9 PER GENT FOR PAVEMENT ANDSTRUCTURAL DLL AND W PERCH t----_---- \-N-JE 1'..' ` • o-u.vc,.e,r v wzrom Z g (sN z OMERwOE P ABTu p ISBB ro PEA GRAVEL BEDDING Sx41 BE B x E AND OVER _' _Yh I • '��/ w�W� 5 3 O O 'E AND UNDER PVC PIPE _ Fir,' �_ L E. 3., 1 G40ANUE0 SNFL PIPE 00 00 10 E0 STEM PPE FOR ALL DRNWDF DRUMS 11 �iaP - I �W. ____� cuP FL J F^Z an SHALL ME ASPHALT TEAM.II OR BERETS NM AND OUR.. pB�Ve_scO r) a 14..+•..I� - -._:. _ I - Z = 0. VOA`, R'unNG SR _ U5rv,c W RAI-]5155 _ U Q'i It.STRUCNPFS 9W1 HOE M PERYPED WmON ID fEP M ME SPRxG ME DE ANY a-so It,'CM EI I ,� I�fiN.�--\ '} ...--_l A Ctts TARO v O< P. _ +II � wu m¢ V! b€ SIOM DILAwGE PPE OR IS fEP FLAY ME,OP OF ANY CWNxEL BuOL 0 _11y hr/i � µTES SIWA BB PAVEMEM1 GW.W 10 RNTOx PARTMED �ESIGN EW.FER. \.`\. ..C SPE..AA °" /)MN PROTECMN HES.RH. OWED.SH `\Of RA IIKPLACMII FOOT ANDUST MEET ` IE000)0 0 Z W INCHES/0 PERCENT TO PO PERCENT v }p a.(NOES INCHES CENTa TO 2 RMERCE PERCENT m 40 PERCENT PNSxC AND-3 0"A�4K I • �I 140 IF Is SO O 050. Z Q oZZ ASSIG.NM3 NCxO d P gf Is.ALL MONO DOWRSPONS AND Fomu.DIMS 5.1 BE CONNECTED TO ME PNR b I $ CC 0 W STORM D(00ACE WSTEM UNLESS APPROVED IN OFP OF PUBLIC T (L x� DESIGN E]OMEFA OR STORM..MUM. LO O CC REM.NON OF TT COMMON.MN.MIEN WTLL M SUBLIMED TO 111E[M M 0(TM WW_O p72 ESUN ED WATER OrTPOSTON. MM..104LI CM O le ,• I — I ce n,TINE J ,WJ 1 I Ba t .0 SAMY ICIO 0 o CEs.PROTECTIVE EQUIPMENT.FLAMERS,AND ANY MUER NEEDED (t �,®•' IRE:JBI.00 1- $ PROTECT THE LIR,KARL AND SAFETY OF ME PUBIC,AND m PROTECT EMI::Pvc q W Pa ROPE IN CONNECTOR WITH THE PERM..OF WORK C2RED BY in k]ti 3 CONTACT. AM W WITHIN THE TRAVELED R.T-OF-WAY MAT MAY DEIERRIIPT \ I •J9 M -� Ny NORM MR0 FLOW 9 WI.REWIRE AN APPROVED.FFIC CONTROL MAN BY ME S M.FNC ENCAR.NG UNISON Of ME DEPARTMENT u PUBIS WORKS ALL Mims SR c \ •-�. . / R TYRE ,,, E e e I: rd THE MOOT STANDARD STMT..1-0 "TRAFFIC 00.01..SILL APPLY. " -\\ III b —A. till III .i324 7 • S a E E 18. DR.AQUIFER PROTECTION_ BE REwDIED If T PROTECT LOCATOR IS Wm 1 'I!4 a • NDDv DRN W 2 STORM DRAINAGE PEE SPECIFICATIONS ort"`$501-°' •� III I l r_I T Ol .�� Q �CI m or m cU1 0:PVC 11 _ E 2•J9]3G ALL STOW OR.PPE MT M COxAMRED M ONE M ME iDILDWONG UA1ER¢5 UNU65 ys 1]Ie•MI) �I I I -� CB FS 6 MHMME• BE O SPECIFIED IN TIE PUNS ALL PPE WPE ALL.MUST I ETED WATWDGNT AND SSNN \ 'jipl s TYPE 1 i 3 SPECIFIED S.E.F TRE BE 6c w0 YMEPROTE"PROTECTED DURING MESTRUCTIONu(MER THE s. , I I i s _=E - o ?3 •N�• b= DANUFAn AND REcovu )' E�, . _ ,tt i °` A DUCTILE IRON--H INCH TROUGH 14 INCH DRUM PIPE SMALL BE COOS St AND IB-INCH _ m 0 p.� C k TROUGH _HNC ETW PIPE AWL BE CLASS 50,ALL IN ACCORDANCE W,M MA Iw III DI e ASAP EDwaAGR,LLFAxSSM MR�D Y�MU DR _ __- _ „mWI..NVN� a;� �. .__ B.CONCRETE-A UAW THROUGH IB M I MIMI R WE SWll BE N.-REM..BELL AND ROD, �N RUBBERSPTGOT TM CASKET 1MOS MNFOMMG m Asn C-W(OVA 1 _ T J96-T N'WL 9B y t 00.ER PIPE SHALL BE TDB MO SP D� J °6 & • s RBDWIDGm ..s � I - PPE4WmH Bo SHALL � _ C.BIB'M M4111AMA0303.RRSI. PPE {{ 0g ''� _ W W� RUBBu SHALL NAVE x-MIN MBA COVER. -.S,90 IV RP"0 8 s I I I Io,�REP.R RFaE rma 4 0 ER CASKETS RC STORM PPE REC FS AC O.E.CAM 01. - /.-.0' [ a i PUSH-ON FrtN )OR KOR-N-SEAL CONCRETE NOR. .,.WP[ / ,^[�I FS,E<\?" b,u/, _ ALN0 RE( )-B INCH TxROUW IB Ix0M DIwETER xs�i'N ni /— On(Tnl',UBEOI LUAa I AOWAL yf•16 B D.PIPE SHVL IB uW MAIN B 3/J DqH k 1//�O COPdYArOTS 21OU M WCx ExPIRCS s-lo-ss I DISIING $ o AEm WET TFR arm.BE la GWc[WIDE ]jo FBy E.NEDG mm MT TESE P4x5 RM ANF RFFSO ]8 W W OBYETF0. W ESNs 010 S) D Pwnu OEPA WORKS PIPc`s.S ME PE(NCO) TREATMENT 1 TROUGH (38 INCH 01.B COVER). RNT .a�E� CRY OF RENTON SELL APE(MuP)o TRJWN]e INCH SN4L BE IB GAUGE RTMENT OF.PUBLIC V. WAR T STEEL MEWLS SHALL BE CALM.. b A ASRVLTwMEAIYFNf ETADS M THESE PINS F.MHY PIPES S/L WrTHiuuNiuT ORUCR+Y AND • THAN SG INCHES 01 OWETETEA(20--FOOT MRS COVER) $ MOATEP E 10 RECUR...M AM.M-Ra,TYPE S. "A�V4WI • Z TT DE DARTER AWLyBE]G'ON ME MWEMM FOR Y AWL F 0=STIED A SUPPUER S 0014 MAUYrv°DMIWAIIXIBRm]AST CMS 00 E WOE M0 A 54000E CO OR WON A BELL SPIGOT CONFORMING T 011,1 F{71 CA..J CORM OIONISS.1.41(BE LAMMEDGAS RECOYM YO ED DAM �p O E a CASKETS Fr/ME PRODILIN S BOTALLATIN SILT SHf Fw5 WM NOT BE PET... n® v.. _ W LATHED,J100 M1 S T 104 OR FADIOR/MOM.DEAIMUBTC T. 00 l n Am, DATE RNwam vn..+.. WaT Q 00 $ p PPE IN�IWa SH41 YFB ME REDIMYBNm SET MBN M ACM Y RBA. m I— p s WATER AND SEWER PLAN Ul A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. a CITY OF RENTION,KING COUNTY,WASHINGTON y a d Wwogz n" o z pzNo om a. WATER MUTT-C;�iAL NOTES Oy d�?� re rn N , Raw lOo u SOIL a w canowaa v/ME SWUM a sornwr.z a no OTT a��1Q I MIT wnAmwo a n¢um z 3 U Q mN1mo1AJ ws9Dr/Mw5 wa xms a sEareraG es APRDaD re ME ens a seem AMMO FANS S..aE ON a _ ¢z ¢3 • SITE IMEDES DURING CONSTRUCTER R CO 2 HOURS a wow x THE MEET Iwmror-ur auu I¢WED m Ll°w m sx w w.mmxn MI5 ollrtx.bE APPROVED w nmwc W W UJ Q OT ME DEPAIKEE a 1INC 115 5 AT 215-2555. swFl0 COMM.TT 5 W MIL.1 BE AMO.O BY 1.DEREMOJT a PUSIC Z �y6 z 2 p NM 24 NOM M NMANCE ME ACME DE MINE..iME DEFAMER'.a NI.1 BE NORM]J MO S w AM.w L z ( 3 W Q o ~z s NL Laa1o5 a ECEMO UIWII6 50n1 TO AwROXONTE...11.01 BE ME 00101.10.....m SFmr ME TRUE a ACT \�J InElf,4"— cc xi file•005 el I O 3 101115x Y AS TO 0150 B•YADE OR DISTURBANCE FOR UnRY mG1E w110-HDUR Iaa1051 I-mwl9-ssss. 11 n _ Z W 0 Lii U A PPE TO BE CeMNT DIM MOLE WON FIDE 0.0.0E m AKA C110 a C111 W u1ETT M ISM l 0C.5 m3 52 mIDN "ICm`tnx S' F 3 Q m TO°e ASS e 5 ORE I S F MEOW m AM FIE SPTOLAMST PM PPE ANT-m I[OISt w°auxv ENT.HOBVS xs 10-m p U 7 3 s CLASS a MORE IRON PPE sure s PuxmTnsNc.P.x=PO .ve/...A clot-n sTAwx� O OCA.WEER AM.S. area row Prawn«AEC A9 NMm w aces.a x...wax e/Axw/Ana,O/Al.10-®. 0 S maw emmere mica se w..11¢W/WAWA Crw/AL-03.r arms NE 11..m 12 NOBS w mem a NAVE NECK.. 1 I C{�e u 1 50 J .IOw1+$AMEIRur�1005:rows m AccBIRIT:rag Aim AK o A o-a9 av.x19/AKA Clss/A J-Ww ro 1:-Ww wumEn tin idle'�.°s1 TBTmss wvE K cu AmTs em/ Jam/rs sRui iimo•Mw w/Mm/AKA n jAl:laex aR A owNwllw a 0uC1r°/nrsoa a NL9 AKA orb .5}&sour Ste 11¢POEM a ME 4191I/ WN1'/1 JBBrt s).ILO w:w AMOR.s 5i/AKAe,a/Al.ss-BAN PORIwy A wowv/R..JONAS)vwl°e I.O WI5 elmAl.lo-e2 E 0 MwE 1aCNC W AP--7 w.ot -Li a INSEAM CI53/AISI-N w r/SECTION lo-u OF N61/.C11B/I.0-02§Vll M.«<ME CONmaaR a rwx nm 11¢own amc CB-c �i nIHS...SIKu m1PC01 m AKA CMC a.1 BE RCN mOt,BROEMAINMED saw mC w/ KCMG CUM a C-R.sumo Cal c iO3i(e'ONO mC 5) \ v r2ua+ P o e e i Slwl BEss FOR A Mm1VY wM°Namur PRESSURE er mo Ps W.A.aST9.1 a CLOP 51,A.Mxum COW xa AVM. L _+ ,^� ' I ` �� r a awsTm a mew saw m51wm x A valr.SEE war swmum aul FOR It a1E WE Assmr wu __ _—s I �\ mxw Z C ____ r �E,. 0. I: rv¢x miw sou a mar TroE cortNlw ME PRmuRq wrumRuwc m A«L caw-BD v/A xEx Mn a A ova a s Martz'MA CON 2____ - "-.u • J n E-, 3$ P//2 IGSEWEEa v/NA1wr -mv1mDE17mES v.rIMAOS on119uu.1;4^.w°r Clulwx Juv.11/J-mpl 'MACON ______1-__'I-.____-I ---_ • • ` . 7 OPLAAIWC NIN CPE1m re more mum aDdaiSf lEn). L A.CONNECT ME SEWER lr---, •�I--_r_-�C.-wA1FRa___ ----'� ^ F. OF REJION SPECInCAlmlb 54PAlyBR-_7 h- si 1-A[rz,] as NL WATBO.10 Pp MBE SINNER TO DAMNx An.COVER a al(NOES BELOW SWdI WIDE ALL INMAN 12 INCHES a IMAGER SKIN.. IE•.145.99 __ )- E cur m Uri �` NAYwMnJ BELOW iW9RWK MEN IMAMS OM.wA1BaKN9 PM TO MIWL®mDIFNL W« I II .1::::.-_-_- �-�„. . �.� W a€ B NL wARMavS 5q(B)mods w METER a MGM 9VIM a CIFAwm./PK ammo NW ewe m camerae "MY n6'sera. r 090 I(R'CONE E '' -. Mr,:' U Gem Aax maes w MO Eau:m/w FT,LOW mM v �aRmuETER 141xavE RJ�x ME w ME siaa TC «o« HT m_- � `.\ raR1 a` W e m r.•PGA°�'iL a Ew.vx swED./eon IG¢W souls Txa 11a mr w Mew 11a aPlAac wxAnal um.P i°- •1" . \--Emmc O c_++ a SON1014•SNu1 E PRESSURE.L1 ro A ME. IN W ISO P9 war BEEaIWG � \ Y i i�M°a�i°4nvIE ME591Ta,w J�Wx`e£./ WERPmw6 a /) \ ° \"Ane G 91 a M ImnW a 11¢.ASNwIw surz I¢u,x aPAaeoa FSama¢lsmw sou a owE W ra Tms WONERa a A IaATrrE a,ls Z 9 uTEEKA1a a SLR'aa 9aLL a OSIWECIm B/ME muECnOH a A b Pw( `. Ci)Q U -miniCMDRRE a22a NOT a PEDm s u PPE e a move SIWL K YE reasu'ECNC w�•MLEEO Y/YCnp1 s2-1°1°I rm oN 2-112(12M ucm v-wx ,ye v I ;Z '�, B 9J.00's ME nAvaAC SPmf1GMn RIMMED x I.YE a y. \.. .]90.20 Z W //��p RE,oNS2R.I.CORERS.5 ROAMED KOF m MT CONSTRUCTION IS IR0.eaC NN 6.4014 II \ Z 9j[�: 1 P.C.M.I. ME MECw1.A C.0 100OaTGx MEET MUST a SUPPLED ME sVIMY fM`A¢Li's wiG£H011KMY-Tb.W Naw WiwE EN ME mWwrry I/ I' w -e i° a °s • ` j`l ° U�`cfi// C wMR m BOW N,tl161MG a 4 cc o '¢ II.IT 9Me a ME mHTR•nCR3 RSaIffimY m maw pre RCESYE nWRls PRO.m STARING OCNSCOCRCNI COMMA.m FIELD 500 urER uyE '1 $ LC0MUx IT 5 KTW SOrv4E uvu.I 1 • e P.\� I-IL mST.WAT]H a awGN.STO FINER SWvRs.Eea..sou MM BE DONE UNTE NL 50...0.0'..ER PPPUC..M.SCIIOH SPECMCOCAS 56 ICw e �� W PLRms,a POP. 1K➢E RxmN E f NL CONNECTION TO 0001 RAS m BE. NIPLIS ED n CRY a Hama,BEM urn TAPS'NM LIT R NNE BY APPROVED WET L•P EGNNa.IwS w' 5n11O W-° \ L sE 111 i fl iI➢1 k IA. 1 xamrAnoluTlRru 1x[wPAmwr a PumG KTu¢ RECESS.Ew.vA1BW a wlEwus m a SUPPLIED Br T.wxllucmN a¢ox-vIE PRIOR io Mir' x) wA T':II. \ yA 7 • m I u x II I *ILL BE....E0 115E a ME aw a mxmrl IT N.a THE CONK.S R®a®IE TO NOT.TIE mum _ C.E. Iqy p 1� ^•°� v j U 34 1o1R d IDOM4 BY BODBUINE aRSCOR:IION ME wNSRLTOH A9 BEN AS ME Eramr¢9w11sM As-E,¢r wamfS 4. $ ,1 mv1RILTCR m FAME nose 1NPDRArtr BLOW-OAr.xSIDmlms FOR TIMING.P1wn.vIIPrM¢MwR m rtul,c�l Nsys%,e•ms S, °• w u.,roE 2 W 1 TOwurt snOn(senor,.Oar Num EOM ETO.1 BE AS N•APAwmeO M ME SITAR 11.1.G 1.0=NW a CCM.,OEO OR II 4t V mw'1tl.1.m W KEW n ME DOA..a ne,c NCP.i ssKx- ` m ii�o0 BE OR 0 CO.. 1 ,SD} /svA ti kl ' S re rawer PAYMENT.0.o 5 CURD.ME(i 6',a DRJKL su a .AU. 111 Cf TTao ersea or_EN a ma wss w mNmm 10 FF. [zP. Awr. ¢u 11e ACC«) \ I v ° z Hillg 1E1n TNORT swu a Pucm w rxE ar a Glw./A Pwwwwl sum PNw m a murrR i 6 B a�Tnis P�slwsu9WAE ersncluJ Pan m wmN°"V''oFr aaEaAmvul PA 1RLwcT ru 1m BE E2r mE1 o"'�.O' ::"m"`"uc uw. ¢ \ ° 'P o f Y e 7 1 Mors sew A 1Emmn wmur.ME P9e Po-1 ram SKIM a sEOUE m x umo-meD NUS ARO.w EDULE O LOOM RwM,O As¢ M e5g a• �' I ►kl. x 3 Ml Maas Est swl s s1OLOED M nc PPE Ili _ L_'_ ROM DRMx xs a II k . '� Mal? i m gR a a t amTwc s[Kx N 1 I Ma—IP.Gem h 31� w,En ' `,, / I °°°mHmAH RICE 1rMc ° Arc• =3y-otea axw°w E . / I i. y�a. Q �l /� � oP 11a, ybe / CITY OF RENTON P.; s!muss ar,tr cur ren ag. r \ .A. oeP•Ae WORKS �nxw"wem " WAVE z -R.m ww .w. -a e ID® .0vw_ r..W W F....., Of ova e.,e .+W°«e W.C4 W 5 m Pile:P.\SOSITROA6613\ENGINEERING\6613-01 OWL OobRme.09/29/1998 09.11 Yale I-10 fire Yrcle. 26013-B. Z raw. m ,e �, ". �. roe me co PPP—SS—TTTT r-xr `_ -' A CITY OF - RENTON DETAIL SHEET P..' JE0I I I� Planning/Belding/Public Works Dept. a No. REVISION BY DATE APPR __ ...e..""^' `.� Gregg Zimmerman P.E.,Administrator er e J• im o9 > zJ r O(' ci cam . 02 i 0 Z8 1 T A En m H 9 m AP 0 n o � r c II as 0 .fi own 4 Minglffillil r z m * FH ® >� r 0I cg I s_1s xN su So pa D ''\ r Jyyy m Q m y N g N ^ H F I • t ij ° 6r r 3 D F�r -om M.V. c TITLE: LOCATION: dI z P sa:., 18215 72ND AVENUE SOUTH DETAIL SHEET ENTON.N COURT NE a £ ov „IV& KENT,WA 98032 RENTON,WASHINGTON • 9 4 (azs)zst-szzz OWNER/AGENT CR PROPERTIES,LLC A $ N_ e` (azs)251-878z FAX 400-108TH AVENUE NORTHEAST m cmE FNDINEDBxc.L1N0 PLWNIND, BELLEVUE,WASHINGTON 98004 m R dExm090 09 80,ENaRONumxru SE1rnCEs CONSUMER CONNECTION OFFICE BUILDING CONTACT:GARY CHATWIN B.CE.JOB NO. 6813 E PRELIMINARY LANDSCAPE PLAN I- 3 i g l § A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. 0 CRY OF RENTON,KING COUNTY,WASHINGTON o i www0,I z ._ z, W Z a OZ§U Ea n?Q Q 1' Ow-20' O a ¢z,al z3 O ¢ Z mi H1 II 9 k f--". PLANT LIST /LEGEND U o CO t__________ _ 6 1- �,-_"'•:.w--1 - smYDOL NAME S2E CONDRNIN SPICING OUA221UY REMARKS 0 t--------_ _ -- I _a_ • .� ILEA ORCDUNY/ 8'-°'M. °k e AS SHOWN 9 nui AND DUN ONE GROWING 50000N,NV: i I II IGL _--%"--.y�-`A 1 xlrsI°E0'fA.mCATA/ 1Ts CAL eee As 4 mEEm°GrolmOlorscaanxcsENSON.1AAx - _____._� __'_"�^,q� evDl slue TREE usE a-roor n.NDARD t .n •^L- �,_. �. \ ` ...ALA'NB'AINUN/ O. 2 STAKE AND GUY ONE CROWING SEASON.lux _ 1L___� ilA�w _T r r•✓� \ m CROW NURSERY GGMN FOR STREET TREE USE 8-ROOT STANDARD TI- r 4,rrL' /1. ,% ,.y SWAN x Ma AND GUT ONE GumNG SEASON.L. 9 w z ' , 1\ p : i, ;1jp'?3 \ 'usc0 1 SCOTP TEE 6-8 M. B,B ' O O l' I 1 bt \� `' ie . >\ 6-e M. D n e As SHOWN s STAKE AND w ONE GROWING SEASON.uw. U.. %. I,' co to,'. ■J'\l J/�E�s6� Q Aapu. GGlcwx/ T6•-2.• CUMHxm .-s n woo s mw Bolus Ut p► ND DS0 \I O •' {'t� NumIN., 16•_IV BoMNNEA ._6 NOLO.mW BORDERS NERAZ BAYBOO o ':Vi PCOWDN ,,,A;:- 0 ILIXAApBµF AxouBo'YA '/ ..-x.• WMHN00 30 s. ROM 2'2•m0u BORDERS Z l 91 - 'Ir 'v HEDGE u� le'•• ` • PIbnNEA\mb FRASER7/ 30 B&B AS sHaWl 24 w i `�`��`p\ '��_< /', P O°u°Sm w1AURCCF7 s.,R ouL r. '� ; ` l'� y ;y. AaNnDs u.::: 4,POT BORDERS�➢ ��P • fikRY Karl xa 'LIE v Rmu mmms AND oluA sucus W O I �,�• • X;, swamw� .ro 'r I e AT uw wIm ALmwME PWCE ROA a Irow. n p�l - (' I 1 :.9 TALI `\1 44"ri` %�s9, .^•r'.a`'•°'% POWPAM i a° COVER CO RYE 8 —61 3 © IIt [e 40 `f►�iyji Iii 111—. : —. ' itlil lig .4: 1.--,,„ • ,':. ' '• 5 H 1-' Sc N §y go I Iq,srATE or d. V/ / y REGISTERED be•cONOJy+ gLAND PE ARCHITECT BRUCE YO1 CRY OF E BL 504 !DEPARTMENT RC WORKS PRELIMINARY LANDSCAPE z - PLAN m elm®-JWN— DAM 9/00/98 FIRM O 1 n flm W WN w Tv®4 rum ��ups 20 oeom .m9oa w asr R R. 2 n.17.\.enwo/6013\.59'-.!.9\6813_11.a.5 Dol.?.10/02/1996 was x.n.1 20 a...-nets 2661s-s.:661>-I0, • 1 Planting Notes and Materials RETSED 2/95 t S 6 � .LAM.MANOR NO RL.ARD M.NODE..m ACOOPaO1 !!T! ! kNIa511m�uG��DESSCE ro wc-ew ry7vEDOWsaPe lnP.uxwm m Pro..E I (7 w MUE.ma uuw, EERm• �xo o Pvvr CASE Puxrs Bliou N CURB P�fA'"ulOwnums /A50EIOVO PN UNT EST SIN UR)BED LINE EDGE •ET.ill a-Foot paws M(x E 9 x Enu A�,EN VUL�) U' [L O 0 x . *e'en..oVR�xJ:o •FORu,L .• m Z O Z.U O rrammo. oG wu.o.nS...ro.Ew TIRE SITE Am FUOW WI o I eve wax. WRB SHRUB Raw PLACEMENT. / '1;' O coa W Z y NM.�plDfiBs A.PAM woo.no Imn. . TPE,Ia.OR.]R'........ro..-Z F...Es.msiEaiO APPROVAL Err THE arm. �D Spacing Detail ]'-•• U¢ ¢Z= Ir./Fw m TE.S a ONE Pwws(OG LB.)RE..M-2x) N g �.RB R ER DEwa PREPARED S mR 0E Zd O�a B SAVE Dxa�TnMRrort`T ALL I°�°mMMml m"utAT 9q'"TUVE m E,m.AWN mr."MOM °T¢R i.wL N.C. SCALE NONE �Es NU a s'inua) i Z a U 6m PE DAMAGED.00 NOT PANT I...T4 Mlm ILLS BEEN TEAM AND O Q d p PAW<RIMS wm as-m POT DN.a EEw ROOT SYSTEM BNne : FEATHER UNDER M H Planter Section�d W tip a emu.�RPmM`mP m9s Irsu®As A E•w m.w9R a ROM 6 xm T®91Dmmm roe on FraT YEAR AFTER MTMulan t seem.4 AS DWCIFD BY D.R AT ro SEE PUwT FOR MULCH AT C SGIE:NONE % m • ADDIMIW WA. .. mCM: 1/x EABT'E GRADE m DOS.PAM06 Tyyulg Yx ROOT WATER PLANTS LA S PROTT TO CO'E'"wTu PUNT W.A.CONDOO M vrt 2.uuual(couPACTm) 0 ¢ W,•M•,W U 4 OWnOUA iL'tt iD COLMEew.m®m TAML RP'mwA�m um Eu-wMaoc ro sv BY R9PC5o°Dd DED PUNTING saa Pm nom meson) F 4 6 Oxman kcal. - Z DMRAM ALL A PD.m ONE YEAR FROM DATE a FINAL ... MULCH(SETTLED).]LOSE U O AO3RAvcE OF ra+ae'Br OW. um mRla aamTs oIER no MACS(x)BNaTw Isnm GRADE �l O Cox WM.PRO.2R WM A SCOPE OF VP.AT TINE OF 2.1.MOOT® FwMM NO RImE(J}6 PREPARED PANx®. P RED .• ' :. ( uwN -1 TO PR0 M UNCEOPE Am MCOMPI UN.M.mR 90 an FOLLOW.=RE. O191004 01O.R. ...COMF N-Y......u 9..M a TC wx Aw C....SINE Bm / „`.PREP FIT( ,nwRi DESCRIBED DAB¢w Mwwc om Err on.�umiW.N.E. powoTaNi sveGo wrt alrcuxG ROOTS : ) a IP'" - .1.TRES ON�w PROPOSED mu,Dx5 PER paw.DONATE M.RAM AtO BAGNPLL USING DARTER o �� 1q Rif Q� ST.OR DET.1 ALL TREES A.D 9RWIS m ST. TO BE SETTIID II-IA T N- - SETMCAL LED Mu. OUT M A99OM CNTEPLANING MN,LOOTED A9 MOIL 1JRw TWMUTAL pia'O PPAtt WTERNS.ALL E WOE NO.T..0 w.0.E4.I N(AM)NOC WATER aay.N)M X...PUNT UA=PACTux. suu SE m S wDImL ISO CON.APTMSI WOO EA...x1®B6aE WOO EDGING PER P A0000 FOR KOS.sea(Mm Zml-T.0).PRONE PANR Emhm FR3 THE CS UN o e soon ONLY 1�19 wm1o�ATa BY DE uvawe O EOONO.N,r T:sos 'awUBs 9 Groundcover Planting Detail Z 6 [x.,z 0 BALED ATM.UPPED:•m„T.•00.00.CORONER 0R•0100RL WE Ram:v SPEWED Fa TIES Planting Bed Adjacent to Lawn 'E POO.CM.AT G'WOVE SOa LINE•CAt.•MOTES C C. SCALE NONE 9 E. sg 0)c000TOR DF.ER nu sae CANON�6tA0amu.S IBM.P CALIPER 6 DEIN COND IN m&mom ��TO A mww OF n 00 NCI.(]7 BELOW.MD MICE BE ROOT DLL SCALE NONE >''Z d B)ALWi'Y. PDINALTEFL ROPER WM[As ORODO Y um CARE m ENPJRE.T Ram aww is AT m W u F.st TE EtAPPRox.I/]ro PUNTERS T(c°ouPliDMeo m omox> U AIE MD FEW CATS FOR DISFAY (�1 / SOIL E MY LYE 9wt.E NmPOJS..FL.MED.wM • 0(KNEE �Bp RUBBER TIf IN PGURE TEIGMEIG y11 TO LOOSEN COMPMimGSTOWE TO x.•DEPTH U 0, o E, WELL EL RANK ROOT E.or Funs E 5. RNGN: 1Nrt.WICN WY RE NfldD PRa m EE PLNee - CATO ETD MOD.EDN6LY COMA.NO PROOf.'Im fEN wn9H UMTr us.. ]•CAW DmNH OFmR mPsOl nouMU.1DxAGwrt9c, ,• 6..,THW mS,.. .....E. INNER di ((ENDED SUBSOIL COARSE u E EL m'E WOflENEND E IANDYAA ARWam m I.SEEN DAMY.FA HOE TO AMENDED SUBBBASE 10 SUB501.FROM roPsOa O S..BRNO.OR ROOTS:MAD:sn41M.P.RUMPLE YULGN(BMN) /AyA �/]�� c" ADDERS OR EaEFs w llm3.a CONN MaEi m 11✓ff5/SMOwS Avp xiDDT 1/3 OF RWMBALL •A+� NiII/16•k io"•AT LOW O • N T SUMMON is WD 9t FROM FINE MOWS PIC MIRY N.M. REMOVE BUR.AP FROM TOP G 91 - a A.PLANT 9Du BE BEN A SN.NURSERY SOURCE �.I,. SPACING SPECIM ITm. SO.9.E THOSE LOCATED NORM RO aAND .,.MRBSRAMAN2 CROFTER TiEE PT AT A MN.0E J TOES -°"1'• A C)wet.SUBS.(CALOORMMOE'�'.0.). DISDLATOL A.D(MIL KUM OF AN ME Mi... 0 ROOm41:SCORE ROOTER((ANO FlC wAll BERM O FD ON VAR. CONCRETE wIN :TYPE PER U RANI W.N.msMCC6 a vN¢tt WI E MINTED uNr9w WIC .CULDWI G TOOT..RPAwc G W T.OILS EETIC PAYS m FROM MO a POST..E AHID9xG SEDLD BALT6� • MIAMI. 91 / Z !� LmEJS.RnE,I m 91mTlRmAa ROTE wa wmnmiRp1Swu9wt.E w.w,wc"µT Am Mwoc .ma.ulm nwE[Soamma. o UNDISTURBED SOIL Buv.DE w O paa HME SREm�DEE SP... AmMNT` YEAR PANTS B w PEA.E a �`"D • SaBGRADE l �ECTION U eE P. ME tll m na 910.a m CDR.PORDM DE TE SITE As IMmm w n9: THE mTIdeIT .P 9.1. uTOL 9mWa mLa.DRr 9 Planting( High) R°Np'D 000000 / `_'�- b PAVING DRAwwes 9 O TOR B Evergreen Tree 6'To 10' CC _ MRSCR......MIN...L AE mmVl R... g AIL L. PE REM.ORM NOTED OR..a TIE PRE BE A TO .....11. 9N" 0.P�MR14u0E SP F.NONE Grading in Parking Lot Planters(Topsoil Prep.) Fen i IA WIT 170700 m m"1.�Ai s' COMm MULMR swat.cum .'''/./9Lw 0A AmmM m sEac S„I u000D SO00101F010 AN910A#A5.W MO 9w10LANDSCAPEAY010.9 SCALE:NONE U Tr0 ME2S m UrOY/FE ARA 9wl E OMAva0. PRIME DAMAGED TWOS AFTER P10000 p- M0P50.INS B�5 00.1.A TEST 9Vll BE CO.=FOR T.0 W - NORM MMLYS6 rlw.R0O PLACE IN VERT POSITION DOUBLE LEADERS 00LL BE REJECTED O W FOR SOL n¢x°mR WNTONNCI WDAEUiD®.�owonEm6. ncN RA.. - io roP of"uu.cg1PB LABORA.T W.9.E COMM. TEM M AND PMO FOR BY 1Nf mwRAmaR R NOTES.ALL CUTS TO BE FLEXIBLE CURB RD...TICNS OF D REM.NTD.l OCmOMC e KEEPNRODTBNE NOISE AND PROTEcrto AT TIMES .i3 ORD FOR SHALLAM W..EO R REPORT D ME 9 NOTED.MOW.P?n0E CHANGE CT TRUNK of ROOM.LIMBS AT R JUSINJURY FLNlsnm GRADE �' °% CONRAD.DEPR1 ORDER WmeNs EAUEn w ME SCEs RPam. o PROTECT TRUNN AND Muss FROM IruuRr g$ EE $ q MN. N FUDNFLTa SETILED RATED ONLY- �\ x'u1Ruu � S B II E As SUPPLY Trim Cw6wR.m mNM ma WM s TO T PRm.T 'no u r w Y RR 9w9.ENDED wm Amw A ED>RM5 N Dn. t 0 .C.RESPOND BEL. BE 9.00 m.0 EO WM w E}MOW.U.9wt. SWcm.PLUUB x•D K Imo•scH.D cuv. n SCR TEXT.O.L CUSSES FOR LOW .T WEx'Al iiiiaE,$)wwN R.ZIP'mt M.1- '•\'liE ' Mulch at Curb nnixo OR r.INT ED 3g N c7 I.Am c)x.Fla.Oro nee,BDm AMBawns :NO GMUSs'TREE RING k 3•DEEP N r m SPECIFIED HOLD BACK E"EuimMA TRU:K I�xTo ro P-°t2=.. .g,, L OM.0.09TOP.FOR POLO.AEU.TAN 15 m 20 PERCENT CRC..W.&E FLMN®GR/.pE �_.VmIK M MOM PRPAWT.N 6 MR MT SOUPED.STERILE SUDS. PREPARE raNGD DED PER SPEC•s:AT MIN..T 6 Ear0w.10' .• �� yvN"Ni KO.FOLN-POES 12 ROES OF 9m ToPma DEPTL`�M�00 00.9°"10.0mWDST ��eAC. UBUR AP;E 000001TN.s 0NTAINMS I J % BIM C010.AAND/Dii..A® Bu 111A.N.91.11.SCOOP OEM.RECORD.. ELASIO.I0: SCORE RDDmal Q BE ERIN _ SOM.Na FROM SOLVE. SET BA..ON UNDOTURBO BASE OR COWARD)MOUND UNDER PALL =h- 0.E010100OP.EMBER WM TRACE IlfuFxlS B PBRTrt 9xELN,AJDI A MDmMM ER PENETRATOR ro SUBFUSE(0)lr {.I�q sAuoo OG ' OF 50 SLOW 100 0 TDRDDEIL O 00 0119.E•AON-OBE¢ (°I 1 SNMGTOIT b' Z 10-1s-x0 AT Bo PONDS PER 1D YA E m 0.0°DOA•a Deciduous Tree Detail 2 0)a-NE RAMS 0.FAN.. p REGE,ARCHITECT ARSE ro 9DDS A9 R.P..1)RR P�R./TLE (B and B,Less Than 3'Dia.) CITY OF RENTON F)AS A 1 Nt.aOffiPE AREAS SP.WE 12 DOES Cf TOPSOIL PER A) SCALE NONE NAUO mNY.gli aa�°.AIURq CITY oP°Pvauc wogKl3 .//tea RED.ABC.E m0ROIOR SERA.01 ROES NO 9.PE TOPSOL As m A WENT T WED NO WM a ME PANS MD WIN.. 9. Z VSA.OW BADLY 9D/SUE moR,ETOP SMOILz MP.sWuE NOTES AND DETAILS 91CT.EMN FOR ROUGH BANSM ma BEPVR DC.6 03 MO.FL.TO A M. PARR.PANTED EMms 9wt.E E TO.N. TOf E 6ASPOOLOIImIWLOFOJwA11.13 mO.E..TOP m 9vBmIDE m YODNIE DAIe kl x O 9/9/90 7 al ..ml n WAR ew .ffT L2 to. 0 03 m..v\wsspro\B.m\e.N 010T.0\6813-12 a.9 w.e?:I0/0O/1995 08,B Scale.I.90 DN[em x.n>. 000T3-12. • • - N U_ m _ yI n9•-0. Q A N N C C HOUR- • G - - . e 0 --. O.•-� -.. - B•-0• ]00-0_120 o 0 O Iu oi C c MIS OFFICE mil DEC. OFRCE I]al] L U Z O O co 1w000l s. p� I IL E = , nusEl i_ CO U 3 m . I1 5-0• .aRCE 1 1 le t C O c co�cE J .E yO128N8 -a-) s • i _II L. Z L H xr Mile CFRCE ill Y 11.1 "OFFICE m OFRCE 1 133111 f ", OFRCE tBa13OFRCE e LO�f weal .. L ON J o a•]O81-0•-121-0" s'-0• 8•-0• •-07. ♦M'-0•-18'-0' -0•/2.f . Vl PRELIMINARY UPPER FLOOR PLAN scut:1/a•-1•-0. / a Q \12 Qg Y (//_,-) 1RAsHENcwa/ U sn2/G=AI mow. f89O8 81ff/PA8IOIG urour\ li \* . .)'' ..igNN I WI/ P3 N� li O • O IX F100;1 O O ga g 0 I•h.. A IB'-0• A ,8'-o• /T-0'A l0'-0• / e'-0• A b•-0• / 201-01 / ��/ O61. Mev PRELIMINARY GROUND FLOOR PLAN /`M` V - I E0w8E8 0-10-It C a SAW 1 Q • • 1 , 1l %/�CF Z i "\ )I j' -... — .n-.7 - �: _ ._1•,N—. ; AVE:. tIE"�3 "- - '"" Or 1+7 P 1PV a ''''S a '14,1.61;1:507 X' ::`,0 •fili 1 t 4 _ LJ Z")a _a.Y�hn! = --�rr �Y T �L .1- n " Amer. �r - a g \ p iti z t - E " rY 'S- �`'�U :` •fFi� T ► i m VIM 5a 4-!TF Da: F11 �Q , ., n yO ,- MC Eam:/ .ANH er.71 Lih t -1 4.in,Y,f., JJ �' 0312 Widi,.,iii :f-'1 1 Iliir 4 it \11 0 Din II g .p. . it. 4 ; • macs waIJ o' s - Z A It E• tim ,..,,,,,p,,,, . ,- .0r. .Y8 ANA t N _ ; D AARTS AVE., E� F bLC ' ,�.' I' •:' • � fY = e, i, _n _ E _ •� __ Nlit _, � 7- ce•ii , I 111; P ; "-- • • 4: i ,,..,._ . ,. r, F , D C 4. TiL4 5 7 ': 31 133TH AVE. 3,• t DUVALL AVE! N.E. _ ).ter- -�`1_t7 �_ O CS _ Oi'• ® I I �� 9� m 7,0 Si, f t. i fn D r - • I, u (7*-2 r;. -I-1 I-I.-1 Q:0-1Azi� 18215 n80 AENUE saRNCR Properties 68t3 TMNc Neighborhood Detail Map mom - - ("�` 3 WA 2 - """" New Consumer Connection Office �— 4001081h Avenue NE,Suite 600 • - m„� 8 ; (428)251-8782 FAX �,,,,,_ was s CPA.uc'EEec .,a RH..cy�,yr1 Whitman Court N.E. near Sunset Blvd. A03a_ �%+ee.sa�.. °'OA'm"EMULMKS 0.=GM Renton, Washington L d U m 2 C O c c > O v7 ROOF fl00F RIDGE 0. N C.)H.EOUIPMENT 0 PARAPET a00F M BEYOND ET -TI 1 + MECH.SREEN LT, C C 1 1•--- 1 TOP OF FASCIA: 0 O �yj 1 19'-0• .L 0 \ \ \ \ \ \ \ 4, CENNG UNE a Z - / 4 4 w b \ a 4, w E ; r rf Pogig FL00R • - cd C U o O g E 0 E 0 1 d .-. c 8 d 4-,.wGN A L Z PRELIMINARY REAR ELEVATION F I • ROOF RIDGE • ROOF RIDGE ROOF ui0 POINT' "ROOF Mi0 POINt 5 C TOP NECH.SCREEN TOP MECH.SCREEN (JJ �� ISCW TOP-OF FASCIA ' a ii®®i■ii i�iilitil®®iii GD�ND�NE CEILIN-G NNE �i®i�i®i�i®i�i®�ii�l 3 • E.. . . ��r6. ..R• -- 6 a i gl i• Pp0.KMC ARFAiim 0,_.. PING AREA\ II!1 ,.. PRELIMINARY LEFT SIDE ELEVATION PRELIMINARY RIGHT SIDE ELEVATION pp SCALE I/6'-,•-0• SC0LE:,/6•-,-0 1! 1 ROOF RIDGE 625.0 _ e 36'6• ezt.o .- _ _.. - - -�' ` .��. RELIMARY COLOR SCHEDULE ROPFYE<HTRREEN - - COMP ROOFING 4,• gP-0•FASCIA ' 1 _ _ :� �fi•TFNCBOMO OAF Il0000N WOOD BLEND 0 �DE LNG UNE r s s a s / — — !e a a „4., a 6- � ^PM O om6iM 0« , g� ,(0' /✓ /A /r /p /s /r OFRCE /e 0' /p E. _O -6 WHRE a m p @" _ 0�I - 4 K..___0 RXORx 000000 TRIM s,ua0 FlNISH °'T m I g •f11NI5H BOOR fins 5 f 9 g�12•NORIL STUCCO TRIM O PPG WH)M-s 9E1cE n 3,�N / �,'p�� ®ROCK VENEER m PPEN TO l r m 7 CONC.COLUMNS MKINO AREA __ _ R�1/y� PANG MEA A g(�N L ON/e� •LWISN ROOK 394.6 _ __._.- __, J Wsf.h PROPOSED GPAOE •- •,: QI e PRELIMINARY FRONT ELEVATION '�M a.� &seV�W6�� 1t�*i M/ . PIKES L�0-0: s' I 1 FmR[se-io-69 J KJ I$ N O suw Q Fit rA.e.y.o(VmtTare6KecNureNm1J=oza.v ow/nrna-m/ayLvm LaL, sme 1-08 menP awe I a.).,4.4 otx, t'i '-%,, 26r2:t.d lr,y9l p�®V •'WNITMAN. 4�'/°� Q 1 k'1.11C, ; .l idi .'' v. ,,,, ,.. ; ... .....:, .1Q ,, g• , 4,-..0.,tfpfb,_4,,,6,,,e,A, 1,1 , kr. ,'.. " • ST \ IOTTH ab• r9�i0 0.�O 0I.' ,an � ' If1C;!�S. :y7-17rA , E_ Iz,. l � , N p. �A I i, I SP II;OTT.;'-' :L 4o:::;,, _l 0L_., a.n4' 4. (I 0)J ar xa e �'( G Y g - _1 ` 'Y ',o- ,� \4 „ CE TRAL i,l `� „' '`,U • w ' M . G =�y + GNy. i •, ,',,''1.Nc\✓1`..'r�"�` ." !Y� Z HIGHLANDS SP[LAZA; Z ".,,i n i= ui rrj �yl�Y ' C.N !'- S G.P Ji ' P o cr— . ., < 1 s ©itd _ / v'fqy 9 ICI 'a Iv o ; c . � r.N..�11i . - -.iA 7 ` 'JL'_+�•. . s a • r I RII a xnar,i,1 ISO UNITS � ns' vr" oasao I )= j 6 + 3 A 1S I r.,-—,�_ _.EJ - -fc 7T• 1 1 � . ,um ©z IIe 4. m, `4 N.E. 11TH ST. ,4 s s' j �. ' a 1 9-s" FL lil ®F7 FI , •,p \ I['a NE'=AS ,� Su��7,�[��.! 7_ ' V ,1. S]-- '; s.i ;' • ,!I'l,l 1.7 IIP 9 9-.1.V.IALill'AIri 3 ' t'u'''' 6 n NV7 • d b�t N.E. .� IIOTHr�.ry I PLL,4 .�.131, �a�a N.E. IO•TH ST a a S.E. \6' od,` ,y M Il. ifr1 ,. CITY OF RENTON Planning/Buildin• MEMORA r frailii ) pfir j. . . ' 1 : DATE: TO: June File No.11,LUA-199998-175, SA-A, ECF FROM: Lesley Nishihira, Project Manager,x7270v�,• SUBJECT: Minor Modifications to Approved Site Plan for CR Properties Office Building(1200 Whitman Court NE) The applicant has submitted a request for a modification to the parking area approved under the above referenced file number. The applicant's written request and the revised plan are attached. The proposed modification is to revise the sawtooth pattern of the landscape strip abutting the parking stalls to a straight curb. Wheelstops are proposed at the end of each revised stall, thereby maintaining the required stall lengths. The modified landscape area maintains a width greater than 5 feet. The proposed changes to the site plan are less than 10% and are considered a minor modification to the approved site plan. The modification complies with all applicable development standards as well as the conditions of approval for the site plan. Therefore, the modification is allowed. C: Applicant Jan Conklin, Building Section '-,0:39 FAX 425 251 8782 BARGHAUSEN C�002 s 44 Vs CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES y GI atos Ni Ms. Lesley Nishihira ,1U June 11, 1999 / r CEvELopm ENa'PLANNING / CITy OF REN7-ON N 1 1999 Assistant Planner City of Renton RECEIVE® 1055 South Grady Way Renton, WA 98055 RE: Revision to the Approved Consumer Connection Office Building Plan Our Job No. 6813 • , Dear Ms. Nishihira: Ms.Ellen Chatwin,owner of the above-referenced project, contacted me regarding a revision to the extruded curbs along the parking area and landscape area. The contractor has requested that the extruded curb be revised to reflect a straight run between parking stalls instead of the jagged areas on the approved plans. Ms. Chatwin brought it to my attention that these changes can be incorporated into the design based on the assumption these revisions reflect less than a 10 percent modification to the approved plan. In this case, it appears that the modifications are less than 10 percent. Therefore, the change would be allowed. Should you have any questions or concerns regarding this matter, please contact me at(425) 251-6222. • • Sincerely, C142t.ea e_leLJA-41-er Jim Gibson Design Engineer II , JG/phlsm • 6813C.014 enc:1 As Noted cc: ' Ms. Ellen Chatwin, CR Properties Mr. Chris Placentia, Forum Custom Homes and Development, Inc. Mr. Dennis Gilkison, Thomas Construction Company, Inc. Mr. Hal P. Grubb, Barghausen Consulting Engineers, Inc. 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX ti CITY IF R ENTON ._ ri F;; • 'Planning%Building/Public Works Department u YGreggimmerman P.E.,Administrator - Jesse Tanner,Mayor � gg �. December 15, 1998 • Ms. Ellen Chatwin 14205 SE 83rd Street Newcastle, WA'98059 . • :SUBJECT: CR Properties Office Building Project No. LUA-98-157,SA-A,ECF = " .. Dear Ms. Chatwin: This letter is to inform you'that the comment and appeal periods have 'ended for the Environmental • Review Committee's (ERC) Determination ofNon-Significance Mitigated for the above-referenced project. No appeals were filed on the ERC determination.'•` • This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures and Site Plan Conditions.of Approval. If you have any questions, please feel free to contact me at(425) 430-7270. For the Environmental Review Committee, Lesley Nishihira = Project Manager 1055.South Grady Way' Renton,'Washington.98055 r • On the I(o' day of Acvew+'er- , 1998, I deposited in the mails of the United . States, a sealed envelope containing R•epotAt- al/NA Deastutl • documents. This information was sent to: Name Representing Gt~? Pvofear-V1CS • • • • • (Signature of Sender) SraYrdva. 14.. ce ',- STATE OF WASHINGTON ) ) SS COUNTY OF KING ) 11 I certify that I know or have satisfactory evidence that. signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: / 0-2 f q 8 �7 �✓+� Notary Publi in and for the State tIFWashington Notary (Print) My appointment ex P FtILTh KAMcHI i-I • - - : COMMISSION EXPIRES 6/29/99 Project.Name:, GR p> e5 Project Number: LUA •fig- 1si, SR teit • NOTARY.DOC REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW& ADMINISTRATIVE LAND USE ACTION DECISION DATE: November 10, 1998 1 Project Name: CR Properties Office Building Applicant: CR Properties, LLC Owner. CR Properties, LLC File Number: LUA-98-157, SA-A, ECF Project Manager: Lesley Nishihira Project Description: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for the construction of a 11,424 gross square foot office building. The building is two stories in height with a footprint of 5,877 square feet. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. Project Location: 4319 Whitman Court NE `" Exist. Bldg. Area SF: N/A Proposed New Bldg. Area SF: 11,424 s.f. Site Area: 11,970 s.f. Total Building Area SF: 11,424 s.f. I • NE 17TH _ ST '*rgp�` 0:1, ?' . PL 4 "4(pa H 14 Lt Fl F7 NY FI Fl`-Li•FI.k (1,Tf•fi '1�1 S En, I..4I' r I ,1; , cer r, 4 C'J r:Q i • I' 9 hh 9pO� `r n�,1�' 'W ul ;gnu U 1©gfI tom.+ 1 Ixl °. !I m ...... L-/1izi k 1. •1 i •Sf,., ',csm. _ " G �%No HIGHLANDSPLAZA I .. 1 Fr '> •r•n. an.u. I IA . n. ,:.. NI GNa G�. _ npii Di� i-, . .d a E i, lime ari i Tf — II I: _Ali � ._ � uon S W4 li 0 p IprOk#Mtfl II f7 t4 R 1:1FI F _I IHYIl'y�,�_�• ? A RRr I ITN 778CT. � � en f � n.0 0 /�.�_\ in .a 6S " . Ij '1.,It 1RN 1PL F7 '1.# - • f t Ili II r' '' '.'.1 Ito�• G 1 .. ° W`1 p i ,'! Project Location Map SITERC.DOC CU:y of Renton PB/PWDepartment Administrative Site Plan Approval&Env zental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING - LUA-98-157,SA A,ECF REPORT AND DECISION OFNOVELIBER 10,1998 Page 2 of10 r PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant, CR Properties, is requesting administrative site plan approval and environmental review for the construction of a 11,424 gross square foot office building to be occupied by / Consumer Connection. The subject site is currently undeveloped and is zoned Center Neighborhood (CN). The building is two stories in height with a footprint of 5,877 square feet. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. The proposal includes landscaping and parking improvements, including two driveways proposed off of Whitman Court NE. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: (1) Water Impacts: The Honeydew Creek realignment project runs through the northern portion of the site through an existing 36 inch culvert that runs from the east property line through a 20 foot storm drainage easement. At the northeast corner of the site, all upstream and on-site drainage enters into the CMP arch pipes. The pipe continues to the west for approximately 476 lineal feet and at a slope of 12 percent. East of the site the conveyance channel is open. No realignment of the open channel or 36 inch culverts are proposed. There are a network of catch basins proposed with the project as well as conveyance pipes that route water collected from the building and the paving areas to the intended discharge location. No detention system is proposed. The system has been designed in accordance with the King County Surface Water Design Manual as adopted by the City of Renton. All storm line connections to the Honey Creek drainage system must have a Hydraulic Project Approval permit from the State Department of Fish and Wildlife . Any potential impacts to water will be mitigated by an approved HPA permit. The subject site is also located within Aquifer Protection Area Zone 2. The proposed use, as an office building, will not conduct any activities or store any substances which will degrade the groundwater quality. A finding has been made that the proposal will not impact the quantity or quality of water in the aquifer on a short-term basis, long-term basis, or cumulatively in conjunction with other existing or proposed uses. Mitigation Measures: No further mitigation is recommended. Policy Nexus: N/A SITERC.DOC City of Renton PB/PW Department Administrative Site Plan Approval&Environmental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING LUA-98-157,SA A,ECF REPORT AND DECISIONOFNOVEMBER 10,1998 Page 3 of 10 (2) Transportation Impacts: The proposal will result in an increase in traffic trips and is therefore subject to the City's Transportation Mitigation Fee. The proposal will generate approximately 119.54 new average daily trips. The Transportation Mitigation Fee is calculated at$75 per each new average daily trip. The fee is estimated to be $8,965.50 (119.54 trips x$75 = 8,965.50). The fee is payable prior to the issuance of building permits. Mitigation Measures: The applicant shall pay the applicable Traffic Mitigation Fee at a rate of$75 per each new average daily trip attributable to the project. The Traffic Mitigation Fee is estimated at$8,965.50 and is payable prior to the issuance of building permits. Policy Nexus: Environmental Ordinance (SEPA), Transportation Mitigation Fee Resolution and adopting ordinance. (3) Fire Protection Impacts: The proposal will add new construction to the City which will potentially impact the City's Fire Department. A Fire Mitigation fee, based on a rate of$0.52 per square foot of new structure, applies to all new construction in the City. The mitigation fee for this proposal is estimated at$6,240.00. The fee is payable prior to the issuance of building permits. Mitigation Measures: The applicant shall pay the applicable Fire Mitigation Fee at the rate of$0.52 per square foot of new construction. The Fire Mitigation Fee is estimated at $6,240.00 and is payable prior to the issuance of building permits. Policy Nexus: Environmental Ordinance (SEPA), Fire Mitigation Fee Resolution and adopting ordinance. B. Recommendation Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON- SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period with a Concurrent 14 day Appeal Period. RITFRr.nor: City of Renton PB/PWDepartment Administrative Site Plan Approval&Em ,nental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING LUA-98-157,SA A,ECF REPORT AND DECISION OFNOVEMBER 10,1998 Page 4 of 10 C. Mitigation Measures 1. The applicant shall pay the applicable Traffic Mitigation Fee at a rate of$75 per each new average daily trip attributable to the project. The Traffic Mitigation Fee is estimated at$8,965.50 and is payable prior to the issuance of building permits. 2. The applicant shall pay the applicable Fire Mitigation Fee at the rate of$0.52 per square foot of new construction. The Fire Mitigation Fee is estimated at$6,240.00 and is payable prior to the issuance of building permits. 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. Plan Review-Surface/Wastewater 1. The sanitary sewer must have a clean out located 5-feet in front of building. The applicant to comply with all requirements of the King County Surface Water Design Manual. 2. A Wastewater System Development Connection charge of$933.66 is required. 3. A Storm Water System Development Connection charge of$1,096.37 is required. 4. Rain water must be kept from entering the floor drain system to the sewer line. 5. All storm line connections to the Honey Creek drainage (existing 36-inch CMP) must have a HPA permit from the State Fisheries. 6. The construction plan is to show the vertical profile of the utility (sewer) line in the right-of-way to facilitate future City Storm Project. Plan Review-Transportation 1. Electrical and communication facilities to be underground systems. Plan Review-Water 1. A Water System Development Charge of$1,352,61 is required. 2. The required fire flow per Fire Prevention is 5,250 gpm as proposed. The City can only deliver 2,500 ppm of fire flow. The applicant will need to consult with the Fire Prevention Office in methods to reduce the fire flow to 2,500 gpm. This may involve a sprinkler system and type of materials in the building. 3. At 2,500 gpm, three fire hydrants would be required. 4. The construction plans are to comply with the City of Renton drafting standards. 5. DCVA with irrigation meter to be shown on the water utility plan with a separate tap from the domestic water. Fire Prevention 1. The preliminary fire flow is 2,500 gpm which requires one fire hydrant within 150 feet of the building and two additional hydrants within 300 feet of the building. This revised fire flow is based on type V 1 hour construction fully sprinklered. 2. Separate plans and permits are required for the fire alarm and sprinkler systems. 2. A fire mitigation fee of$6,240.00 is required based on $0.52 a square foot of the building square footage. SITERC.DOC V ' City of Renton PB/PW Department Administrative Site Plan Approval&Environmental Review Committee StaffReport CR PROPERTIES OFFICE BUILDING LUA-98-157,SA A,ECF REPORT AND DECISION OF NOTMIBER 10,1998 Page S of 10 Building 1. The 1997 UBC with Washington State amendments is the governing code. Police • 1. There should only be one main access to the building that is kept unlocked during business hours. This will provide the building the control it will need to keep track of the comings and goings of all visitors. Any other exterior doors should be by coded access only to prevent trespassing of individuals who have no right to be on the property. all doors should be made of a solid core wood or metal with auxiliary locking devices with latch guards or pre-resistant cylinders around the locks. All doors should'have peepholes installed to assist in easy identification of anyone outside the facility. 2. The most common occurring crime at building such as this would be targeted at the underground parking. It's recommended that security fencing be placed in any areas that would allow access to trespassers. A key-coded entrance to this parking area would be ideal if there was additional parking available to customers using the building. Underground parking is normally quite dark, so special care should be taken when choosing the proper lighting for this area. Parks 1. All landscaping outside of property lines is to be maintained by owner. Planning 1. The parking regulations require underground sprinkling systems to be installed and maintained for all landscaped areas. 2. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 3. All parking areas are required to have stalls clearly marked and access lanes clearly defined, including directional arrows to guide internal circulation. PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade&Fill Administrative Code Determination City of Renton PB/PWDepartment Administrative Site Plan Approval&Em nental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING LUA-98-157,SA A,ECF REPORT AND DECISION OF NOVEMBER 10,1998 Page 6 of 10 B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No. 1, Site Plan (Received October 9, 1998). Exhibit No. 3: Drawing No. 2, Building Floor Plan (Received October 9, 1998). Exhibit No. 4: Drawing No. 3, Building Elevation (Received October 9, 1998). Exhibit No. 5: Drawing No. 4, Landscape Plan (Received October 9, 1998). C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the site Plan Approval Criteria set forth in Section 4-31- 33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: GENERAL CRITERIA: a. Conformance with the comprehensive plan, its elements and policies; The site is designated Center Neighborhood (CN) on the Comprehensive Plan Land Use Map. The CN designation is intended to create neighborhood centers which include commercial, light industrial, and residential uses and serve the basic needs of the population in adjacent and surrounding neighborhoods. The proposed development is consistent with this designation. The proposal is consistent with the following Center Neighborhood policy: Policy LU-118 Office uses should be limited to service office development and should be 1- 2 stories in height. b. Conformance with existing land use regulations; The subject site is located in the Center Neighborhood (CN) zone. Office uses are permitted in the CN zone as a secondary use subject to the condition that the total gross square footages of such uses not exceed fifty percent of the gross square footage of the site. The size and location of office uses must also be reviewed as part of the site plan approval. The proposed development will have a height of approximately 27 feet and a 49% lot coverage by buildings. The proposal is under the maximum height level of 35 feet and maximum lot coverage of 65% permitted in the CN zone. The CN zone requires a 10 foot setback from all streets. The proposal is for a reduced zero setback from Whitman Court NE. The code allows such a reduction through the site plan review process provided blank walls are not located within the reduced setback. The building, as it is proposed, provides window articulation and brick detailing along the building front and is completely open on the parking garage level. The proposal provides 20 foot setbacks in the rear and southern side yard as well as a 32 foot side yard setback on the north end of the property. The CN zone does not require any setbacks for the rear or side yards. The landscape requirements of the CN zone call for 10 feet of landscaping along all street frontages. The subject site fronts Whitman Court NE. The CN zone also allows for this landscape requirement to be reduced through the site plan review process. The number of parking spaces required for office use is a minimum of 3 to a maximum of 4.5 per 1,000 square feet of floor area dedicated to the use. This proposal would require a minimum of 17 to a maximum of 26 spaces. The 18 spaces provided meet this requirement, however, the number of stalls designated as compact are over the amount permitted. The parking and loading ordinance limits the maximum number of compact parking spaces to 30% of the stalls provided for the site. SITERC.DOC City, of Renton P/B/PWDepartment Administrative Site Plan Approval&Eni ,nental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING LUA-98-157,SA A,ECF REPORT AND DECISION OFNOVEMBER 10,1998 Page 7 of 10 The proposal is showing 9 compact stalls, 50% of the parking spaces, where only 5 would be permitted. Staff will recommend as a condition of approval that the applicant submit a revised site plan showing the appropriate number of compact and standard parking stalls. The revised site plan will need to dimension the stall lengths and widths, as well as clearly label or mark the stalls to be designated as compact. The revised site plan will be subject to the approval of the Development Services Division prior to the issuance of building permits. In addition, the required ADA stall will need to meet the minimum dimensions for a van accessible space. The minimum width required is 16 feet. The angled space provided on the site plan does not meet this width when measuring the top of the stall. The site plan will need to be revised to also show the appropriate width for the ADA van accessible stall. c. Mitigation of impacts to surrounding properties and uses; The parking regulations require that parking lots adjacent to residential uses provide landscaping of a sufficient height to serve as a buffer for screening those residential uses. All landscaping is required to be a minimum width of 5 feet and 2 feet in width for angled parking layouts. The adjacent property to the south of the subject site is used for multi-family residences. The landscape plan submitted shows a 4 foot landscape strip with proposed plantings of up to 2 feet in height along the southern boundary of the site. Staff will recommend as a condition of approval that the landscape plan be revised to show a landscape strip of at least 5 feet in width containing appropriate plantings which will serve as adequate screening along the southern boundary of the property. The revised plan will be subject to the review and approval of the Development Services Division prior to the issuance of building permits. With the appropriate landscape buffer along the southern boundary of the site, the proposal will not pose a significant impact to surrounding properties and uses. d. Mitigation of impacts of the proposed site plan to the site; Honey Creek, a tributary to May Creek, is culverted at the northern portion of the site in 36 inch corrugated metal pipes. The applicant is required to obtain a Hydraulic Project Approval (H PA) permit for the proposed storm line connections to the creek. Any potential impacts to the site will be mitigated by the approval of the HPA permit. The subject site is also located within Aquifer Protection Area Zone 2. A finding has been made that the proposal will not impact the quantity or quality of water in the aquifer on a short-term basis, long-term basis, or cumulatively in conjunction with other existing or proposed uses. The proposed use, as an office building, will not conduct any activities or store any substances which will degrade the groundwater quality. e. Conservation of area-wide property values; Development of the site is anticipated to conserve property values in the vicinity. f. Safety and efficiency of vehicle and pedestrian circulation; The proposal includes two driveways off of Whitman Court NE with a one-way circulation pattern for parking on the ground floor level of the structure and a connection to the adjacent parking lot to the north per a cross access easement. The proposed parking lot contains adequate aisle widths and back out distances as required per code. The CN zone also requires a pedestrian connection from a public entrance to the street which is provided in this proposal. The pedestrian access will connect to the existing sidewalk on Whitman Court. With the proper marking of the parking spaces and circulation directions, the proposal will not create any significant impacts to safety and efficiency for vehicles and pedestrians on the site. SITERC.DOC City of Renton PB/PWDepartment Administrative Site Plan Approval&Environmental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING LUA-98-157,SA A,ECF REPORT AND DECISION OFNOVEMBER 10,1998 Page 8 of 10 g. Provision of adequate light and air; The proposal provides landscaping around the exteriors of the building which screen the parking area. This location has had problems In the past with transients, therefore it is important to allow visibility to the parking area for safety and crime prevention. The landscaping around the exterior of the building should not be too dense or high. Staff will recommend as a condition of approval that the applicant revise the landscape plan so that the shrubs proposed on the exteriors of the parking area be of an adequate spacing and height to allow light and visibility to this area. The revised landscape plan will be subject to the review and approval of the Development Services Division prior to the issuance of building permits. h. Mitigation of noise, odors and other harmful or unhealthy conditions; If the landscape plan is revised so that there is sufficient light and visibility to the parking area, the proposal will not create any harmful or unhealthy conditions. Noise and odor impacts in the vicinity will not have a significant increase due to the proposed development. Noise, dust, and odors which may result from the temporary construction of the site will be mitigated by the construction mitigation plan. i. Availability of public services and facilities to accommodate the proposed use;and The subject site is adequately served by public services and facilities. j. Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions& Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Environmental Review and Site Plan Approval for the CR Properties Office Building located at 4319 Whitman Court NE. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act(SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 thru 5. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Center Neighborhood. 5) Zoning: The Conditional Use as presented, complies with the zoning requirements and development standards of the Center Neighborhood Zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North: existing office building, CN zoning; multi-family residential north of.Sunset Blvd.; East: undeveloped, CN SITERC.DOC City of RentonPB/PWDepartment Administrative Site Plan Approval&En .-mental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING LUA-98-I57,SA A,ECF REPORT AND DECISIONOFNOYEMBER 10,1998 Page 9 of 10 zoned property; South: multi-family residential, zoned RM-N; and West: automotive center (includes repair and detailing), CN zoned property. E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton. 2) The proposal complies with the Comprehensive Plan designation of Center Neighborhood; and the Zoning designation of Center Neighborhood. F. Decision The Site Plan for CR Properties Office Building, File No. LUA-98-157, SA-A, ECF is approved subject to the following conditions. CONDITIONS: 1. The applicant shall submit a revised site plan that demonstrates the appropriate number and dimensions for standard, compact, and ADA parking spaces in accordance with the Parking Code requirements. The revised site plan will be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant shall submit a revised site plan which shows a landscape strip of at least 5 feet in width containing plantings which will serve as an adequate screening buffer along the southern boundary of the property. The revised plan will also need to provide landscaping with adequate spacing and height along the exteriors of the parking area to allow light and visibility to this area. The revised landscape plan will be subject to the review and approval of the Development Services Division prior to the issuance of building permits. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: ,rj ( /'//,,� - , //4 -y Jaines C.Hanson,Zoning Administrator date TRANSMITTED this 16th day of November, 1998 to the applicant and owner: CR Properties, LLC(owner) 400 108th Avenue NE#600 Bellevue, WA 98004 SITERC.DOC City of Renton PB/PWDepartment _ Administrative Site Plan Approval&En mental Review Committee Staff Report CR PROPERTIES OFFICE BUILDING LUA-98-157,SA A,ECF REPORT AND DECISION OFNOVEMBER 10,1998 Page 10 of 10 TRANSMITTED November 16th, 1998 to the following: Larry Meckling,Building Official C.Duffy,Fire Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM November 30, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. SITERC.DOC • lib CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM • DATE: November 5, 1998 TO: File No. LUA98-157, SA-A, ECF/CR Properties Office Building FROM: Carolyn Boatsman, Utility Systems ea B SUBJECT: Proposed Office Building located within Aquifer Protection Area Zone 2 A finding has been made that the subject proposal, the CR Properties Office Building- File No. LUA98-157, SA-A, ECF: WILL NOT impact the quantity or quality of ate in the aquifer on a short-term basis, long-term basis, or cumulatively in conjunction with other existing or proposed uses. WILL impact the quantity or quality of water in the aquifer on a short-term basis, long-term basis, or cumulatively in conjunction with other existing or proposed uses. This determination is required per section 4-31-33 subsection 6 of the Site Plan Ordinance. The required finding shall be based on the activities to be conducted, substances that will be stored, handled, transported, treated, used or produced, and the potential for these activities or substances to degrade the groundwater quality. • \\TS SERVER\SYS2\COMMON\H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\98-157.LN\APAMEMO.DOC y r ' 1 I.2 SITE PLAN til- A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. v. En C OF RELATION,KING COUNTY,WASHINGTON w w 8 ITY z W6 — PROJECT DATA 0. Ec z o z o U oC, EZZ¢ SIR 9Rp GAM SO ff. QM AGES U Q 2 wZ N PRECEIGOPED CONOOKGS Z 3 O Q 8 7(2*0 vm :f3g.41 550 R.as.,".71 W kQg ¢3 H IXM0 m.mRw POSIDP0 Z 1 S i WQ91PEF.=.GU y2259 SO Er(WIXLpx5 UNDEGGOUND P..) OPERVIOUS wr. i.Ra.N,m rt. ! 3 O MGM E002PPMr s2n SO.IT ¢Q ill EIPOIO03 SOX au lOru PARO[G(]0 n. MGM PO MOMENT ,5572 Sa Fr I ./..roe' le•cev.`c x. J PGOPVSFD OMENT 0.691.G SO R(w0.U0NO UMfAU0UN0 Puawcl / {..' 0 PN9(DG FEgWED a sPAfS P(A 0Doo Sa rt.uw !_ v 0=1 PRO.IDtD 9 5PK6 rm9l r-A,K ccm [J` /MMUS i /�/ 4 GUM MOM. I i suave 9ar EGO.SOMIG ,II q G ORO Ort.{RONr,00171071.1.157.14. n Say AYD RUG 6 PGO M 0 rt.MOW:2U n SW[N.r5 rt RUi 32 el.NORM ! y--,-� J±Wi1� pO I Op4.p I E 2OYtl2O a-CUDER N0a�&10tl00 + 3 u �'j J_yF., Y Io.,PI O 03545 0,442.9,SO rt. 1( II ' '..--4::18.55.E ,DD'.s ! [',W gi. BU1E+29 Hn[r t_.- I I1 - ; \�-oi:,x.L� wDaa= a+'uu _ ___I..-ru-.- 'y_ - � w :] u• ,,,i-� - r-— --- _- - ,.^.d °""' z C 91 g S x..P`�ne•me r...• i -I ii-, -Ys'{'`-P=-- .c`.�m.,i"....Pm._ C Z es _ E WI ) --pi_ ® II ,,(w.[R vwar`. 1 rk —nL,- i_ ,,.,- ✓' ''r • P P Cr) U 1', M0K -M :Ii k ill!! - P.\� = 6 : , ., 4 ii ! I!!I f \� I " '°.��` mo m s / Z3Hry 55 : g .,.... .:..,.., • , 1 j,, • \ , " , N ., _:._.,..... 04.."„ t --- .--- Fair---,,....._/ _11;t-, 4 . 'Sailssy.;i.w...___,. ._.__. a� ` [,eA Jy �tj?�3s • . ,>o:vY u c _ "' f. \ \1-folw R[MR,FP.. �-c:� s+.� wsr++c CB-,--- —' itS CITY OF RENTON ".,,5•,2.<VPo ago 1;1 ;9.,w Gn ', �oi�wum. oernnrw,E:2.Er OF PUBLIC WORKS f 1 —T g wu M z1 3LLN • Y. IS RA. - wn WK.. __. q n C2 a 5 O . al N - U m y O2 m O En i y U W c `o C N L C C O O lyj c 0 0 z oo rc ~ W E , r O N — b 2 3 $E 0 E g _ o —r d Z - - • f ~ R'00.-°•r RIM4 r,;; _� Tp M24 SCQEM� WAIF. �� ®_—� ll � C i®i1®i ®i1i�® 'Li L ppEW 4 II■ PWNWOroWEA •-- : & 8 PRELIMINARY LEFT SIDE ELEVATION PRELIMINARY RIGHT SIDE ELEVATION SCME I/5•-I'-0• f i 11111 11111 • 5. an a RCK Rmct TOP uLw.PoSCREEH N` .,�'E- =Q it _-_ s.t.,m. �' COMP ROwwc PRB-R41MY COLOR HJ14e g 15'-0• �soR I[ / Il 64I 0 ®a TWlBFA 2 w000 MD. v' 2 j 4�MNR UNE % 4 I•, % 4 _IIr 4 I I - I21 i 4 i y i 8' a n. STPOO 'At,1YNIfC o e•0 12 5002 T'" P i il 4 u%Q.RWR^�7- - ..--.--I OM:R IS IRW O W MI)4055 BOGS n 3 vl r F+ mom i -12•NOM STUCCO TRW m` ry a QQ�,,�� ,._.A ROCY.VENEER . i �^^^AREA PNINWG N1FA �GOK.COLLARS ' .%1'JN'O 0•-0• 154.5 u:1 , yV- oyy 4 EIIRSN iIDOR ..: - .. .-.:.�-- ��'�.��•i� J o MST.R PROPOSED CRAW - PRELIMINARY FRONT ELEVATION ..,t`((�+'''Y,�;�;oa �6- 1w�°°`z SENC 1/5•.I.-0• is.4 1 511 rro4f5 4 ' i all .4nNWyeJ�Y- -iaM- YtifR4Yp O-M W/Cas 05/3I/1 IRII 54 mp W I.4 Nli .__-______.__— R _____-____.- , I • U m m•-0• -,,,,a-, 11"_ 0'-S' 0 61'-0•-]0•-C 0•-0• l 0l•-0•-11'-0• 0•-0• ]Gl'-G•-t2b• ]'0• „ j U O 1 C uP i }, 4 _ !WA' , Il!0 � 1 12E11 °FRCS T L W o '-o"I' -.. 21..110103� o .`' qcE�Rcr: ------- 5T, 'C 1°.0.0.0 SNTIIGR - / a ' IS ! 0 ( ._ a 1 e-0' ruEs EllEs -.... .. - _y m C U 1e 1 CFFICE _� 3 f1A 1]�l. t t0 Y V O S'-0' d . ' 1G.0..0 - 6 +� 4 _- n Y$ a d d x b r—_.— r. __I�I_� Re q } 1.. Z � � / 01(YWIf 1�- i 1]Ja110..1 G m q , 11' OFFICE �otai9.i j IAN W 1 W0S1N0 I Pf. 0 fpl.,...; C P L te — — I COPE FENCE - ' EXEC. I I\ �1 11 weal f °! t8 1903 . 1, � zf0f]or-0'-u'-o• a-o• '-• c-/ e'-• /-p•1-6 �� •T� I 8S PRELIMINARY UPPER FLOOR PLAN SCALE:1 -1•-0• 1 f ]zG r 1G tar � a I \ - /".\ k/'' " . \ ' N z'k I I: . ,...,._i_ ; 22 ?/22 • i II 1 i ! lSEE CS.GMWINGS SEE CNA DRAWN. E00 ME/PM..UYGUE FOR yR/PARKING UYWE 1 .7\\\\,\ i \\ ///7\/ \ LOON / X mo1! o o �1 =W,. A tti - f 10'-0. 7-0• 1C-0• 0•-0• 30.-O• ]0'-0' '� d6 ��0 A A A ]''1E �8 S �* a PRELIMINARY GROUND FLOOR PLAN - 'E0 1. a I I..ac RE�ro-RR 1__._— __._.al Me M•AINAK•MEn•..w.s.l.•a.....m.e..m.n...ronl/1w5 KIN AAA.t.u.+ram i • r , Ie PRELIMINARY LANDSCAPE PLAN A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. D N' II 1 CITY OF RENTON,KING COUNTY,WASFCNGTON of I y Pam _ 86 P-2O' z 1 ''` B j air I O U U 9 I it , Z Ill 9 E " ' O m 3 f PLANT LIST /LEGEND a 0 _ 1,..--1- ''Pr -/I ::::.0u'..0,, SYMBOL 'ME 512E COMM SPACNC ouMRRY ROOMS 0 t--------_.F ___ _ -�'�� / MEM ,E[R CMOMRW/ e-Y IR. e•B M SIPS a St.,Eel CO COM CORM Sulu.w.: I I '•. " - Y� ,,, EARRws a ro s,n u•/ vrr ra. e•e 'wuxx . uRsR+•MOwo�`n+my no.wc srwm.t i ��____I •t. _ .-. '4,tea^ / _ En,uwn Rm mEE uu.aiao,swmMo y• n PROWS IA Y `PAY/16" #j"=-'itir111.1,17.< E4/1xn11. x E1,aC OSE.5400,51..0 6 II j pI mls. i / �Ei 10 0011.4wuFSTR A g PI'�"ua u•/ e•-M x,. 0•e u WAN 2 5,..E MO UN x CR..50500.1.. 777I 1/y{III1 gT, p l i \ A >\ MA Rill„YI01'.11 e'-8'x,. e•e LL SW. 5 SINE MCI.OM ON.SOS.MAX U 0.5 11 o`' ( o j!c. ' fi\��yS`/y�v/,5$;- \ 0 .B¢M04rtAi,.lama wove/ ,e-5r co, •'-e' n NOLO.5'now Bonus ii II o,�Y({ '' iu� .�R,gEL� 'x"^ilt�r �.„ MN MIL a OO1nuxEn . ], HOLD'' II l'k• :•.{f y2i+ t✓', y{ 1WSir eiN• •-o• •-r rEau eWSU6 I }'•.1 1 /'M.01 •.11:4?° 0 EE1 CxEN,G'CdA4A'/ ,e'-il' 00.ttMxFA ]II' S1 NSORm l'fRW BORBU6 + i e !� I .:i_ _ ,,\ \, ° _I• Yi;` /5� ® A�•Am,o u °'�AvuPa'MOO maul'/,e•-u• B 5• ss NOW.5'EROE1 BOOM z 1� z I I 0,14 (�. :%� // RBEPwoo`P,PE' I1x51 I a 11...w r mil B«mLRs Mm mEE�5�R5 8 a $�� °• I : .£1 h 14111111111. W" wi AC m9 YLL PRONtt,,WU,C PRYER W,Al I 1 8 b, . • '.<-`'"'• p u.0 MY.S/ 1 p 1n. 'LIR w' ¢v111.71=1w 7, 7..44. I J ; p1y �'o"•i �4• •. " 5E1tMV1 EWKRS. .'/1GLLPmN ]•-1e•COYEA „EEVN VERY. En 3,1 I I �Ie'+p _••. yI :�.,A //SSE '•'a^tY g .a e•-e• cam Z e 9L ICE:,. 1 ! O , . i II �i II d-m...� E y. r ^ •Y II It I : t ,111_, ,, .., . ;%/ r..e: . U 0,..",... sit•-, II a x • 1�IYI,Idsu,f or 0d_. , a[si[aEo k, .co+`�$ LAND_ E AROBTEC, � UCE x CITY OF RENTON �? E.�am baMi., !DEPARTMENT.OF PUBLIC WORKS 3 PRELIMINARY LANDSCAPE z • I. PLAN co - 1 -Tf-'-- 11eE1 . ...c.1s L/p.oe .,..o --" ..a O 141 • I x5 AMON eream IFR_ l•r7e• U 0E L10 m rM:v.\.++2woleels\.nyunw\mu-n.a.B wuR to/ol/wae 03.5,6 Scar I-m eNE.-Rolm .ee,s-uea,S-Le. • r. • • • j I I- 1, Planting Notes and MaterWs ...AD tine CO NlsxfD c r.;T u��FP.crm WPrx W N' i' �r �t m.D'aWxl awLB�rIDI ROAM MS'mow n v[� as -wl Y1 Y m of-C.a u'1 If.7.0...7011000. • 8 AS.170 OUT ON vuN r ital A :J•LDDSE tao11)• WGM;IOWNM MIK.IL1M T[S-LP.DEERS SO./Aro TO.Y SPRY 91Rm0 WNW m MIT O.IOR(E)11,04 Cob(C)°IPnt : -TORSO(As SPECWIEO N �` L Z O.RR.TAIE MACK It,VIM.mma wO auto Ma .E PU.1 AS NOTED G wPI •BED L.EDGE •, .N1R NIT n I-f00f DUOS m p 12 S 17 Nara '", ?:; I i., owr:cl(o RijDLEH)an wTmc CLB/WNA °RDUN .rn 1DOR/ � :' „" "I' c - R e M CDOISIa{..031 n TO RC.M SIR AID TDaW Nrt SHRUB ROW PIACEUENT. I T'.. : DYHPNR0 m M WM CORE MOM 40.01OML Ill RAO WOW AIn -101 m[IVODH.OLF....E.1 M S/I..JCR 0.40E.T4 ;;%!(..4, ;:',,,,,.„,: O E ROM OADD AM Sean m APCN(n M OMER 1rMOm ONII[I Tam Spacing Detai :i,.:;3 J'-.• U POSS.TWO IW/TW m IWTOMO S OIC Prm(0.I O)OM.IV-O). I.SRO. ION le N aD.Ta nTrL p PREPARED suecRAW f " ZQ 3 5 0 C B I.. EM INO O1S .0.0 RM+wcs sa.m Wu7L CO WOW UM ISO • suac:NONE \m u01 <3 f ow Eae DOF.13 MS YaF SCOW HDf SDI Ca.'. EB/J]KY t I c 5 S MS e m 0 IOLYI[0.CO NOT RANT UNIT M MTIY wt BON ftS10 NO SRCGl�1 lYrtlA7t�(CURB SwILAR) 1 y l�}.U 0 04 NNW[MFn.M CNC-O IR DWI¢O BR AM SYS A.N.T. mi;e+ RESS UNDER HER D Y14LH Scot HostSOTAlSIM Q i/i'ARCM cPIDC �Tn O 111-P'On:S 1.60 PCM m IMO(m ton F.LAa I DmIYJI WNW,. IA WOVE CA. ¢ OmD M[n TTaq Imu RL raslm nANTm JWJB n IFRP DUD nalm40Lr Rmr.....y wo Am1 E.ADn.I1a1.EPW.ADR m.IE W III I Ma1DL a11U0IDwO ITp®00CC NO W-WTGO m 0000 DVO 4WL F tlDr mvPuyLY uOBT➢anon raWEAIM B.L4TLCH(touP.n.) ANFIOED PLANT.SOLL PER NOTES(TOPSOIL) cz cz g m 4D' �� ]•1471.1(SCORE).3•L.S Q awumW wa PAN wTTW w I P.m a as rrwl rRm MT a IPw na°�aAmWDiAD¢Am.E ease AID NAM man C.NO Tans ry i Dwfm .. • Ewwlm wu 1•I�q T 11 U MYSPINO DE M YI n IN1aA CCROOCIalSWRa.LE WO WM T YM n 107 Y TIC Dr I.Mel BD ..IO..TOR( n E....EMI.ELE....MM..PE PREPARED • ,:•: •.•.. �PRFPIAED U101 ;i- -1:E O m MK WOK.wa OKA W 1 O..TO F OK Pl..CORE. M..O.L .....1......Ma MTSO.SIR PlMirwo BFD • PUMINc _�� 1~'- Or MKT f[C�T4IR10 FORT n 0001E.J0 S.WOE Oi DS.FLS mR1T ITWl eED �.4.1 �„ a _ti. YMODWQ W DIeSOQR ROM S RAI.1W 007E wMDWCL KNOW DMrtWAD Y SCORE" / J 1W[S KNOW,SPREAD OUT CORE .•ROOTS' . ..1. 1 '�!-' d WWNS- EPUWE TRCa Co SR II'SORE.R'wDS RR MOOS oGWE W,MIT NO 'I1i 11'-"'II�II�iQ -tl'' ' UAW M OR.W MOON ND CCU.NL TOYS RO SJP IS m MO 0...1 TO M SETTLED MSG WATER Co( I:all.. kW wl[eVL WRTICAL OM SELL IE IRT®W 9.17117 KOKO P.LOWED W GfWO li SIOwni uU°V�Fm O RAS 110E MOLL W.IC m SPOIL SLmt wro LOW Laamat9GL RNR wmeus O.R twa 1W I.560 M T KS(Wp YolPy myy-X TaPK1g 11 LM1Ao1100/.Wall �� .LING PER PUN • S e as0E NIT IDM OD.0I1. l n M 001 U NTECT.IN P WAIFS 'tow.¢ CYOUndcOVer Planting Caleb . O zp t ,.00UP1V ROT..TaLLm EMI.POL TIC TO..Wa NOT,RC IawL ET.�W smRm roe oat Planting Bed Adjacent to Lawn WP.Al I.ABTC SS SC.1 NEAR GYlal SCALE:NONE a SF7CD RUM OM..O WPM O M WSW SCAPTABE 40.00070 SCNE:NDIIE E. 001.PRE CO La 1a OWIDO we.$70 MO.m IC PMO. 0.7 Pa m A IwaTW D.w Ton YS•I.O,ND IT¢OC.O... 5 z.. Ut a CYLO DV1Ci0.PID INDDLai ALA TNx OW m TASK IWI IOn DOTE a a m �+0 PARR WOW 00 COWRY WM STATE SO MOW LOz ran OSUS P.01 MCC o 00610E W .0.100 RNIR SOLI Inc RUC TL SOUL OE MORGUE BM Iaam..11 • a)] STRCS:lf Ar wPROx.I J ro 1/3 ianrt-� c LOT wNiws sLmEO Ill U W N.;,1 o SALK.TOR.CR SOT.Rog MW a'was SWT.F SRO .E. OE F£ B �W OWT I.- m Looses COuwC[p sueBASE ro DIPiH (i°uv�Crf5D SLIT.) 11001E IUD vs.(ftaApY Ean.AaD wo IWDT¢i0 TTDN wur ND .0101 M.0Ao CaaR NaM x0r 40taD n ILK. O xRR POM W COARSE iRANSIION TRW TOPSOIL ROC IBSO°'LUTAOY TaGsOa O LLe...r. TmuuTaN D GaID.n T1rN T SSW IIw as W'inTw'40lrAIR sDt r wrP vNCCR FOR W.TG '��' EIWo a o�I.c°aRSE FUSS[(I[mlSm n LN'O1 P(IP]rRLi m WE e.l DSYm NNC 3•MU WPM W WJLo1(BARIQ toORMIR G<STEM MwTR G YmLL INN mAanr,was.ETRf Tun arAR.as TN•J ro AUIWm suae.aE mow co Y macs us.II Y RIDID x MIS O m rOr um S3[ roD T61aT Mo IOUIPT fO E-fa°i�wuMl P MFS/Swe MD!-roof t-I3'NWX ALOSP Z Q 71 NO 3.0.RT..1 BC KARO. SDNIIG EDIT D.IIAD40Im wm I4 IT.OMN14 MD UNtt LYLn I..t BLOW TRW TOP 1/J Or ROC.. J Pa ACwG SS MNI 10....1 BE TI01 A.7 NURSES SOUICE AOR c1O S.T. _ $� A a SFOKS/001 10.0 S0.WR S.C Tim mWFO NO M a M ROD ............. FIIGVAn TREE PIr R A Yw S DUES 'T� BEAN xLGNr VARIES COxCRRE CURB,TYPE PLR IArmDf LEILIO.IS/OWLII[OIOW. CO SIRS 100E P.M.TOWN Dm.I 0.1100 M a ROO..U:SIpIC WOIBISl ASP PR TlAll AS NORD ON PION CML ow.wNcS U TO..NO 40TE AYOTVn Of WOS3R 16000110 M'BCY: Ul } °)RO 0(01 ITOI a NW WM.L S05 a 07TT.ML M R.I. RSN'OMJ 1 OVAL KUM WI010.ICI .CLEW.100000 NO REPAT. PAT SOLE B...1 SMDa OWL J•M / 'A. ,;.' - Z L tY -� W[SS TRTRa tYDOCi a SPATRO ID M DIWR F.M awJm PLATE S'Ur.cmm RAMn ID PeR11 O1nY O 1¢vIOL CE-RTA9ANO efm. SR BALL a waarwmf0 9UBGRADt ••.� • R RUSH , , ( t / FriER.Z OM.SLBfTRUDSS OIO AS P.MO SKILL M M IRO. M]MS. ..UFa..ATtO ILA OI....0. [WCD[a rtr a CDYPACICD SOS. W 1 (_ Y L:ry WOSODm N OI[TLN mLDYO IAIOb.HL T[DNI.SrOL roSOFo a (`7,-, .. WRSTfIW1 LI 1NS.O. .0171E TEL SPOO MO • "... . ,..l.:%:' V IM I.S trio PINS NO WIRa tOOO IOS5 OT S fume O YOC OE Gi WJWn W AR<�LL0 moil ucEss cRAYo k w SE tl'PUI PcmL oRAw:NCS Y i s m TME SIE O m ml[w rosra6 n M slE..... M Sxuol SFS..1 IC(MUM 1EIwa NWxWNs TOR SUMO Evergreen Tree Planting(6'To TO'High) "11iG `l _ • ' ) j M Ia40FID 10050E No1OR.no BSOOIL ASP DDOW 010 PEFR WO t504101 Y POi°NOR ram O%mama00 mama TONoll ergr "'Y N01LUl61OW1000 MKS S00aQWYO MT PMI1WL S I...0 O 00410D AO...7 M..7.WLL 110 0) ROSE IIP1n.TNNs ISQSSSr m M RCM DOCM MO 9AMOL n All ONO SGLC:NONE C000 000 g h Parking Lot Planter,(Topsoil Prep.) co .1 MEmML.O77011 S.RIDE[TS TOS PIOOG m SRO. AM�COLG mac MN SOS 4.00100/1.PIM..COMM.SWLL CO. n SCALE NON[ II,. NOION.SOS Tm4IM Po.0001 Mat Ta NO SOMA U.SCY(A IaaAN PRUNE CRINGED TOGS AlIFA fNNlOIC U S.a OIC SJR/.1DOC .15 UJfw[AWA Sla S OCNem. C OS-EOE TC.M NOS Bml STOOP .A TEST D.S MARRO 1O O.AL`0. TOP OE CURB �J 3 - TESTS OWL COW.MISTY YO..11Y NµY18 WM TO 0 WN1-00*0a TILE w VERT.POSITION OO1TE WOOS aL Ir REARED i0 W'Or PWCH Ft IM.A..C..IDRRW WI0100IS*ROTOR WILT AI.Tao-WSIRL- M W05WO SOIL 1mS S.F nmaW0 F NI MNWTID>a T.i V.DIIL F mNLTJDIID Trtx+w PJO TO I.M mlwclm P STD ON SS REmm RAW PER IOTLS:ALL CMB TO Ea nraiRC ( ti • WCWSOOT06 O M SOO OW Am IaaNeA NTS a M aUr.PMW N __�{=1_I ORB ___ - DOM SO L 00 MfEDDOE w0 M WINANS NOTW.D.P..TRIMS u INpn 0.11 Of R0010.AT 00 JUSTAT MD GRADE x'NIm°Wiuu 1.- M'. py S 1 yp OK...CTOOW I.A.Waam M M SOSS(OOIR. o PROTECT 10 CC AM LOBS TROIA Iumv COUP.crm WnH Y.I Il. ,{ l l/)L 44S WSW SIRS T03O aa41a Or lDW 9)l MM a m 1 MmR o NO NEW..L..W0INI�10111 Nc WAICN ONLY- j 0.0 7.1E TNSM S.ICTAOWTON 100 NOM..C)1. • hI ry 1; i ND C)L OM NO m WUOO m I m o[BM.E4 01.0E IOW SIIIl ADO °slum"S 1"NE`ItN MtrC1 u(vN-t04DDY isicsal a cuv. .may Mulch at Curb .+ N +._r M�OV 0 0100 0001¢100.1 M WENi IRO a R BCA GNS TEp w STORE Mill m 7,m. E ANT ICM R r®40110E 0311.0 ION COM.O On-STE SCUM U MILS OXE G sELSW SC4u NDNE ,g a INTO SFAS SS.0700 STOWED IOSOS Rf�s°I000 AT MEN P 10 sTf Y w5tNu1ON ;N N ig ( SSAO SOL OM-SC 0)I. 10MM CL59YMOT AS.DID Y R ABDW . ..........M C)I.MO G)L.IBM Am RUST ODD AIMDDI TURF PLUM.PRO'.CIP:10 CLWSS•1R.OHO Y 5.DEEP m ry r j L)NTO 3W,u DERN 0010 BNx 1 CIA" mIMt VT.Io• .d.... r3 1.010E Lwm1 -'-'-f-, P..FOR PA.9.WWI 15 m A MAKI tlMMC WT.PI Nos lO TUDE I Eauc M ROOM PAONutaN a TOR RUT sn1PASn,Smut SOO. • A • l PNa PSAITI 1 Bm Pw SP[L•S: r uw.LWSEN NID SNP"' �� N 1 rI.OE 4-PWR(DOQ-r.COW7TO DPM)M°O ST POI SOL TO IL a[BIN n POOTYLL M10 A OYES WL TE :IO6 srEv.TOPSOIL ILTma LMWST.OW¢/mWfl `EEL t 00 BUR.)ROWSE MS.CONT.. J �N�t OEM.ND/OR CO.BL'a W W SWL SLIFY MSC WELA.CYR •WM BASI¢R. SCORE ROOTBNL Q , I .POST 91Y1 C iRO IOI-Na AIYL SOwZ1.b MM,TWE SR B.NL a UNCOIL..SASE a 0.PAClm WNW L..KILL P.D. LM RPC fOn0LL TON 0T.Q E.07 T PTO.WA ANO A 1.aeW PfNL1R.STON TO SIJIaA4(.)Tr 0.0 STATE OF O 50 PDS.,SLOT 115046Em.GELL 0000I 571 If'Tao-ODRu lYl� sS11N0001 Q'6.8 IOOU`DVa REGISTERED C07071'7.71 MAT U MEP POMO 1q 1p T''tlM OF J'R TaANm. Deciduous Tree Dotal � �N0SO,E u+CwIECT • D).1 (ITO.TI D PR.KS)W IeD PBMO IG PANYOnLTP. (B end B.Lew Then 3'Dla) ff l' W A WEPT NL M.O.LAM SILL WA II WO a rooyvL TOO A) (NNN Oar:I,"°PY..1I.M) 0EP TM0 OO RPUTON e B�NO/OR K.Sat 40fTCIO SWL KOK VKR ND SiRT TO^JO a sCNL:NONE � I �• wRTMENT OF PUBLIC woRSCB • SwL NOW T 000a 00 00100 SIM 0.0 DCmO TR W O-TOR'°e0 irom aw11 OE LANDSCAPE-PLANTWO Z FWm PID sa-Wsr/a41DL TM PLG..ITM.SM 1BM s10.0 NOTES AND DETAILS Ram mnmm CUM R1.6 11476 mwm S.a OM D.. _ M On.v susTOPD amps TO WERE re" W„ Tnv_e 'a ' -- - - � 11DN e..M:B NDWo ...au p __...� NO awr ILI w A. DAIS N0TAD_S U.�,L2 d m Es P.wsipaMIII1 RC•.R'N\III-Tap 0a00..4.10/00/I44e O.S sa.:T.30 t..01 1.T. Rao-S. • • • • 4r ~ STORMWATE9DRANAGENOTES GRADING AND STORM DRAINAGE PLAN 1. Bad.ANY C.STI I N OR RV...ALT.K.,A PYEodsta,-.1 p ~; I j LRCM EMT P KIS xx If[Ott OF MIDI Or➢MNdI Of M.MRS, i n 9A BC N MI 196 9 NONN A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. • Nto FOR Rojo,BRO.Aro 1N.r11 l THL OONs1W1cRw•MOWED BY CITY OF RENTiON,KING COUNTY,WASHINGTON W.w o z •soot MO THE AMC.Po9a SOWS ASSO1.lrla6(APIN).AS MEMO BY Tff ax Of KMON om2n6EN1 Of PU0N YGxS. W Cl y6 T.STORY O..•N.0 mm Mel BC CONSTRUCT.ACCORDING TO 1K APPRO. FZ E .qi 4. PIM MY DC Y1MPMK1 WAS Yu MOOUUSE Y011100 AP.11 OF PROVLLMMPOV0.DY OW of i[Z p z U WSW OtPARnENI Of PI9N YOWS,[ES.P.M CA STOPS INTER M111T. ,JM.., ...u..a. p IEC L W Z •CM Of MSC wP9Nm PIA6 wsr BC d Tw Joe vE Y,ENEV 0 ..0 ..e......1.7 < •�•• s' '";' Ott m Z= I. ssa w,a 6 w 99A1 EC PI U06S O1MIImY APPROVED BY CRY K RM. ! , , 1 [1••1' ! Q U¢3 F Y OLPMYEM OF PLOW YNWtY KF..Ba.IA•Pl NN rLLv]W AK NORD 1 o,a, uv.0 ..,.-. dra NJ,6 I Q h 0. AIL SE(YIENIAIEN/E6NM MUMS,A61 BE N OPERATION PRIOR 10 fIFARw W \ �`�` ;/, . z W FZ �{ Am maDv+e wl6mecmL AND ma lasT BE SATISFACTORILY uNITwILO UM. Z _ �A, ..,P..N,N.,,00 o.P �,�! ar..ti,v.r 3�a.COMM.N N COMMO ANO THE P0.1.1 FOR d-96 WSION MS PASSED. J \_--,-- `Inw m•. Q D T. NL 7.0311/ffrSONM r .WS ff PmN.LO AMU N OPER.ATION PROR To .ve°7711.T.SI u< .,F, ,,,,, u< 2 W Q W O oR x m1.YEmM Ynx NL LW6IWKTNx.caYrc W6ESS m1EBAE[APPJOEO 4 /A""" p m q er ra orPNnuwT Et MUG YaN6 aaY wrzR umm. 17"H-• 7 6 SPATS SLED RAT BE APIN¢ M.S.. TK auss srtD MM.oRYN ✓ - ' / ia9le frJ�+4 ,JK - U O i TVS CITY OF HINTON APPAL.00 P00 0 1711.veil BC we ITED BY• T J,� MO..ARUNER MO.PPROVFD BY THE[BAMUEM OF RISK NOR.M. T •I I / r ry i p''-" .r.o,F. ` ,~ sm.. O wr0.M M. it ,Pj•� .)Y) ,ty tN vr,) 0. (I PIPE NN IPP1Wal10YASC 60 d A PROPERLY PREP.fORMIOm ..' �,LLIIIYI �, Y HB"'l i��rci'�"N J -.a.\-`� J SMOM..5451.vCOS S.I.i-M0(1)a THE M.STATE u04110 11 n8W 1.Ia5AVO s0Ed1a0 HO RP0O MO WM TH61.9n1. MIS SHIM NMNE j' f P➢I IYyoeF w.uP..,.oc. IEMSSMF I MO of TK MOM LOT.OR TIE TOP OF ME F01 .1101 / UP -,rNwu,v..v wmw u ....AS 1101 AS PL Y1MT.C WJLTGN or RELMEO BELO. ]ERI4 1 r 1�fK�T �� p ey v)S p�•,r cm,..awa TO UW1.11 SIMM SO TNU ra FMIL LOCH OF TIE PPE YRL EC SWPoFEO 91 j l f 1yy I 1 ,w•...,..,u,-,u wa. la 1i§ nTWV010RY LCMS[IMIDNN BABE N1TR B/fi0 SIAl ff PM WSs"a• t--____._ _ '1I- s s- Je'ss•B ` , ` ,„"�•:m•r,m,^•,•N,N^••°',eT� '�ate,_1_ •• (� q ra ON!➢Rd tY PC PM ILL SHAM BE CM/.TO _ r_ • '1 3 8i Y S PERCENT fa.P.M,A.STRUCTURAL ILL MID NT PERC[M _ -_ \ J '• _ . •� .,c ,�•..••,,• v•u,m. w z 2 OMMISE PIS MI o-lss)-00 PEA CAA.BLOOMS vw1 BL r MOTES Ya am r -C / l MO 1.NIR MC PPc __ �O r - {H •_Y•- .a_ _, taw E. i 16 wLVNRIIO son AK AND YWW4.0 STEEL PPE FOR ALL CdAWCC warms ' \ -1 -IIm .-,_ __l-WD-l-t'_ _-_ i_e uv O ' U Z 11,4 SHAM NM AM.7.1.0 PI OR BET.060C NO OUISNL %ile•C016 A.V) Y 7.--. =E., f • Q . W e P TT.SWNM6 9.NOT BE KR..TORN 10 FM K T.SPRING LYE Or AM Y VJ I,<•we„ 1 N' ,- . � %:1.J/rv„ T`-.. ,�v Nl U a slaO.mAPYrE PrL a 6)FFr rRDY TIE TOP v NV awa¢wxM. t a= �� -'•, '- -- 1'i�a-)oi u1 0.. 11 11 ALL COW M.MKS SMALL BE 00.66 610 FELT MOW PAKufNT 1.011. F>.mw vw mA 'ppyyfII /ti P• 1[1I 0N}-- '� 10.OK,I OIl Rao CROSxcs ANo VISAING PIHAc xONr-Or-wr M.NM BC '1_u �)1I.�'11' - I -- I .[A -:•� I \T..;os.I.0w,.n.r 0 "1 (J If S. .1211 vlarEY1T IPPRO.fO BY met K RFMON ffNP11EM R P9UC -cNv vu.T \, I �>V ,V~r -.. ' ( „ ` `\\i J, t,ur Uwv Z LLl C YI ) YG1�RR6 ofso.rYm1aR. L.1-_ `6 I J'.' .'//\•:\v / \,.E.1 Q 6 K.FOR 06.PRO.NN OF RHOS.DOCKS.Ewa KN.SHAM BE LJ _ •.�-fl- II LR (,• -ly, Of M.DUWRY DIED 0AD,E711 n 1 fWi I:N MT.11. - ^'1Q� 1 r �f( (J ra1wIJ,C SKCYYAroxi .IL)ES r0 a OOEz/SO PUNENT ro ro PERCENT v„n 1.0. 'G' I .`, IE.sYO)a LJ Z 111 PASS.1 MOILS TO.INCHES ROCS/.PERCE)O 10 1011.0 PA..AND-1 I I - f` Z Q z S NC,(5 ROV/TO PIAUMr i0 fl PEPCIMI P•SSNG. �'Y,ry.NH__-_ -g•�' _ j . II. `✓•�J`[� :-\`I'.4 L lIN V IC SO•0.5031 Q O CC o 1`� /.DRY MO FOOTING DAM K comma to RE 4 i it t 1 I// I $ Q O�Y OwFYOE ssn 1wEss IPPIIOrtD Br 11EOEsunfl+r a weuc Ywus. .I i'iY. 6 LM.1.....R OR STORM.UM,AN ACCURATELY MOM.CfAOPLO N I AS-x1r MI.or nes D..M.M.K SIMI.ro OIL CM of q I Al �, i LutE � `t RE OON 1YCN COLA.. OIN 10 II 1 j `-•'1` /4\.�_..,,I�j/;` a a N k i I't 16 65U.NCE OF'THE$Y1FMG OR CONSTRUCT.PERYO BY MC Ott OF RdtON 0005 <,Y,]r • u 1 gi 1\{ .p�`',i .•\I,`�� /s O 6 NM RO,M TIE OYKR or DE CON L.0 LE.MM.Aw/M rumor 1111 g 4Je y S 1 JO] COMEcrto MI Sdu SURFACE VA.woos. NRO[R.Mf CITY N r5-F-� `'\•� i i ��.O Y�J .'i . u / ' y 00 01.NOT..111 AM OYYAOOM FOR tHE PRO.FLO..xG MO lit dfer CAL S111 \ . • \y.-�� p 2 I .ME SSTfL PROMO 011.0 CONSTRUE S B • - ••\\ •CB 11,ttK 0 -1 s 1 I j 1).TK TV.2 10R SWII BE COMM, d PRS.MO IDCq 4 SKECOWo, . 1t�,q/ MMC[T.PRNUTM[W1•u00.MaIrAS.MO ANY OTHER KELCO Yi:`qc •:j `\ REI, : •• ,•• 5 1 ! TO PROTECT ra rrr.KN.nL NN sYL1r v 1K N.C.AND To PR01FttI Y. it 1 1 - HH 11tt yy PROPERTY N COMOTEN ra PERrOPUNNE OF YOR.COJUEO BY ME II { \ 4 S I,r 4 COMRAtt. AM VOW KM ra TRAVULO RIMM-Y•r TAT RAT wEPNWT •\ e ' I /1• ,' '� );1 �j0'_ o E ill F MINI TPJYfo ROY SILL ACME AN APPRO.TRNTIC COMR0.PANT BY TK I xxpI�� j /ry yl `\. , l Il 1 11 1 Of DE MOT NNNN SPECK.NS I-0]31 M.%COMM.ST.APPLY. ,I a[ Kx \ ' \N1`\ i I '`�\,'�y��' ••- .\11� J M392.77 0 1 6 1 I1 16 SPECK UR.ROLE 11.216 Y01 BE KOMI,P ra PROJECT IUCAMI 6 MOH \``5 (1 1 1 I K A`'. I a ra A011BTA PNO mes AKA p _ F ''i,i 1 ,mt,.. � T`t• .OR°' <a r .; x --�-_I __°� STORM DRAINAGE PIPE SPECIFICATIONS ";A 'I`, j ,,T6D.r �� • -\• 1i-sPJlo m e m a k' MSTORYK TNT IX N16TOC1E0 Of O.K.sumer.w1ERu1S UNIESS ^ -� ` I I CB s IYK 1 `• LR.SKOKO 4Hs. so.PPE.1.MI K CAMS.INTERT.ANO E-eeo e:cG.c"H'1 `\ill ii 6 _ .Jvsm 3 r W a SPA[ BE OF T.S.16.01 AS.PM.PPE stall RASE A UN.COVER 6 -\ Ellb , � • __e•�R1 Bl '" F. 8 t _ _ ___ crEo TUN 9UJ1 ff AocowTur PROTECT.OUR�w CONSTR..(( TIE I -- r r�r i i a NNn.UKR'S KEMMILIUW,T FOR uOBUW CORR FOR MUVY FOMENT 1.0.9 S). , J _ PO a v i A OUC1Y0 WON-.DN.IM THNNId 11/1 B OCMS PVC IN CO MO s).w0 IL-JMJI r +'• ^W. .a0- -�o x e .-!__._..._ DO.w Oa Ro li xiA1(MN c=si°C J100TS S.a wsi-a1 YEawor++`1x.D1R6n U..__ . -+},nsr� /Z •. ,_:..Za �...0 I:a o 05. .-N iLAMO(e-Nd 1wwYmm). I,M E jj `11 - \ N• M.s S B.COME-C DENT 1NRa dl IB OM OAlu1R PINE SAl BE MI-KD6ORCLO.MIL NN i.nlN,• w. -_-__- �I I 1_-JYc-t .` apt P aRLm 0." YE� xiM FU9m c S a Jwrts.CanORURN TO AS)Y c-.( 11 \ 1 B A r Jowli Jl 1.6-11OMR ,c 10•m.A1-LC REINFORCED.F w Emu OM N01Lie"azR w-Rr-�,-__ti`J I 1 \\1 \ "-'+ Q-.��!I�j�6'u G P'C-C ORO JCL WM IB I 0 DAETFA 1. KM 1.-REIN 16-1.H OF TEH S. wi=l R'uw 21 S j�` `" � °"`.Uu:T4:wc +�•• 1 • PE uwYlam MI ow.SHIN 11. .-oRw nwou9Y a uu1 OAUElm MT. MI 31.1.11.HIVE YNww coax errs viu BE /J/ \_rwyo uT.w,LJ.< •°i1 b-d n PPE REM.AC. (IL CAM .., 11-. \ CxaECMI)OR N-Vl CON..BODtS // \I ' /,, l t•I I. 6 IIp,CJ1 re-E,:D PAN N'Y- PP[( -B rq. a N.t 2'a� 1 / J (rn�0.,•th T �111I]l` 8 1[ PIPE SwLL ff IF b.000 1MX 1 1/0 Cld i]31 FCX CCNNYA06�ii FKM TMFJJOM usi Ga?vi• J i /,. _�-19,\ 1 s e=l,v� S M Nd MOSER PVE SHNI Be 14 GUM MINT 1 1/1 Nd Y 1 1 Nd CORRA]ATYWS. Oro KKR i0 lET4L5 N DYSE DM K FOR Pal PIKs UA¢R two 3/MI OA,1L]E6 AM gem.uc rtE,npw+ \ \ `\ vAM a A....ao xx S .Pt.ASP W REM.,1 CwNN(1.4KOx 1.61 COMB)- \ CITY OF RENTON L IlOY.N CCARW.tLO SRLI P O(HOLM-e tad TWO.36 Nd Stall BE 16 LAM , `\ -`.1 ± oEPnRTMePT OM PUBLIC WORKS MN]1/3 Hal Y 1/2 UEN W1oL ALL SiER W1FMA5 9Y11 ff fNVIMZLO It 4,y K, `�\ \ 6.NSPI.T TR411..1 COATED. t0 LCD.W IKR PIN,6 FOR AM P6 ' y p A T.16 NO.N C.C.(1.0-EOOr WM.Lamy ''UT;vN.c �----_ f•SOM..POURKI5M YR),IPC-0a KOUWEYLMS OF MOO t-N.TYPE S. z PIK OMMR 9.re Y'. PK DAmLO SAL Br M co rex OteY m FDR m -- MINE SRPER IlAS•VALOR ro TAN 0 ull�Hc,NPD1�11 .CJaMTs _--® ... T.OAT .r• ` L 1:17 Alm A6 wATLRrc.°n4 VITIi'G21 ans 9YIL, Ac 1 - O it8 SP m s.wl m.Pcm.11 A rY O*00 l 01,9 11IsN4A s1000 '7 _�_._ usPl�'i1�mwoRN.Jc row w r n). wvnm mewls 9At el we�nrtD cw,.orco _ q = SI ra MOMS WNW NSri ROM./ 'Sin 1OL dWls stall Nor MOM PERMED/MOS SHAM Bt BUM V r j rnmlucs 0000. THE w'roRAEYairs SET F OoRmo"w 100.1110 uam ra � n N.mJ OH N.R wrF •^mom .-- -,•.,.-: .-. FPr C3 a 5 nj w r I Ii h WATER AND SEWER PLAN g U vl r 13 H I� Ip A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4a. ,SEC11ON 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. (^ - CITY OF RENTION,KING COUNTY,WASHINGTON Iri w z a _ �z z�U Orn=n 1Z�¢ B Wn1FAunm-c8&iAI.NOTh I `I f z3 t¢) av u.MM Mum4s 9M1 a w mlaoal„2 r/M s14oMra•SPEarAm6 a M an a MAIaM unm ovAn4on•M urcM i _ -•I . f00M a M rE01/A4 SMOA05•SPEaZ.L 4 AR44o a m OR'a ZAr 50 a liar 046 SMNL o<I®r ON 0 F Q 3 0 SDI Al Ill T.CU.00514.1. Z 2 M KM a 10.413C STREET Oon-a-4T 941 H TYRO 1064 41 m.01 1•MG1S v11RS MM.4MSE.iD PM. aMC6MOMaPU.AMS4RS-S615 SORT C.V..RYME CA I.So.S IYI.ID ATM 0131..0 a M< 1` >9°_[ fn4 Lw-. W LLj Or ZQ VOW 111IX6w..2M PO.DON.xl,MS C0411MC•1119.PC MMRO TI M•AS M.P. 1 41 IOCITOS a ET61MC M,TES SHAM AR AWM14R•0 SM4S RE m C011K105 la WWI m TRUE•CO.0 I `� :�mifle'cp 5) ¢ I O 4 loam SO a m 4m o4vu a MR..FOR UNTO Haan.cv14-x6w la4 s,I-•m-nR-au O �, Z mu0 we m v CZ.IMPD CLCRE SSE CO3Yw0 m aoa c110•II11 w LATEST 4.sn1 1 0a CLASS v Mort 8 1;;":7 Tr• O Z m 6 1 i111WIYJC•Y/10109MI1 MIMI 10 NM CIO 0W61%MOE PR.OM14 m BE R0MO 0000Mw.•l.wr.0410 i /��• �/ < m YE CIAO C.M.O2t15 0 PPE Slwl IC 10101100E KAYO O PO IM,/Y4 CII6-IP 0140M0 1 -i•,�! ,v=.'0:(IE tiu;I U 0 3 S. •ACRE ICU f...1.Z 20Y UYO.Pa0*00 0R0 AS IC.0 MI/11•M KC0M.r/4m/a0 cna/•0.10-E2 •„uJ I' ZQS } %.•iI x.r 19 11 MN S1.CC M 1 *0 r/AY9/I01 C./u1.rQ/w10YS 4E S.ES m It r1006 M Ct 0001•IOW 1[500100 -E�' 1 AVM m 0Rr6 S.KY 1609 2IT/TM.A19//LAM a10/R11.1a-fl OR..A awUw-u.3.6110 IE-M0101WU C x w i-ie cx,c, - IR005■1011WE 1E0y*0 J016 40 0 RA0EU AMES 9141 BE w 100 00 TIC•Y9/.14 /41.1a4 0.CO.O Of /Yr1 CI10/0l11atl•100/M4 C115//Ai1 SYN M a ./•1 0161 At Sl.5 010 M,l-610 ( 1 I I AM N61/MM CI31/41 y-M•OUT PO,b....3 0 awls .0.l40i r/14'1 111/41.0-1i 11 IMPTM0i115110 M. 002r/..ls-S.1 a AY4/aM Cm/41.Y- CAR/SW. -0 aNO/OVA CI a//ALI..S.PE 1n.c-- ,1 II Y14•D P MCW4K10•I R14 TO M0116 II {{ - ll 4 4YSS O.ALKS 01 MIS.FOR .11•1.TO ASO fICO4M2ORM.F.OA RCN D.1.3.0.1...0 T00 PA aR V114.1.1.M.. GLOW IID�11'COA.NPR 41M m OA ry 1 I_ Ri E,. f Y-..••••.�..• I I B CA M0E 410LLH502M DAWN•TM..9010161AIID M•W4c SE CM ROC.a14 KM le GR U.ISf000 MU -___ ��uu�� I 1: 1 .0•.n.c rW ,s . J •f COP.4 MS... 4 ' • Z 1. IK 11aA45 9Y10 0000 M(aM0 V M{RS9R7 ro 07361 Y4 o-911-tl., rNPI YET••Eva o 6 M0E11N COtt ACTOR m MD K. T/I ro 105E xa025 r/Miaaa 51.w➢>- 2aDa v nYAp1 on 1wrI0 uYa•M01 4WEID 100,1 VI-M01 ROITRGIa 102.211 A.COW.SAE SSW CLvm n TU.0 O..0 OW 2R CITY a WT.SPEC.• 414100* .Ta•5•S441r5 m 4,pfw•4M00 11 a Y HMS 10w r q 09Z 214*0 00 IT rob•VA../11 O... I ^ ( /l�mf'�xw'�r n W 4•Mr6rn a Y(P,occ na 10011 wu.tlY6 N1T'f011E5 0I0R••RrYv6 AE W BE v+EPED m 0f•R 1T> ' ; _ 0 1' --� - , >...r _� __ i,`"�_a "° f f U og Y€ •. arDu. sm Sq woo M vinv•wut 9w.v CLEMan.a 0,E CLaA4 ws w®10 ttouml M r y,vuu J 1 LL ON aW0 T 90. TOM 400-4 CO I/U WY l ID R..DC ONT r/A 0001019 DC 13 M®1/.I..a m PUA a V0• pbvc w+,.tx '� <. - ^ f� 9WL¢a A110 HOSE0 OP[MIOI �Y5 ncenZIM1E.M 4t2Wi2.m SPEav'AIOSg a Mint swc PI®,2 a•1aM4o1DIRs a M K.0...r I _g.YI6•SOMRCT0 BI M /MT0 SOUP C4.44 \`__-1 SWM MT PPE 41.0SAI i-111(IIM U11-11i(Ry _ dI yi '4_,/ $ '! I� In P1 RTOS MEMMttlM1l6•P 10 Pf.R4OM o SET1116 AAT 0T R 9flm m 0011000EiE1'S Cff.MR.T-MO.. 115110r Mn1III�'xw __ _- 1i r 11-r' i. lie o�.• y, 'r,I,a-� - O C 10,'* BE40 0 P001 m SiAR110 Y.M14101 1. ' ii rt 9M1 BEM C000KIOR MM..'m SIM 4.00 101 M01TS P00 m St..00610EIp COxI A..10 MD VT., / `I�, I 0 II. 10a10X AND CONNECT 4r0 SER. r 11 / I•/,�t 11 r•.1,a W cc W 12 16OMO010 NOVR.rz STa14R1 M.S.06•MEM 9.Y1 MT TIE COTE MIR 41..I:pmonl YR1/MCAT.M6IDu2oI PER CAW a REM.SPF... COPH'4/ T 201171•P•NM a iQs MM.14.m M Or a.1011 >:O0 w-p- T�R I • _ /J Il Ca04[R0 m DEMC IW6 m 1[/Q[Ml9•D 8r 0R a RENT..00111 Yi Y3 Yla WY 0 WR AT APPRO..11➢06000106 r/ �I !s\\`6 i•A, •1 Q (0 (• P.AMC.MOM m M40YOR a pta 00A• MCI..EYWTM•w11M45 m 00 9ERID TAM Ca10[f0•0:01-9R MT1 TO4.1.r,n'Cw.w • �I f�i`C. .n �a I, Z T116 7I.Y9 CRY MiPYA1o6 1• �`` O \1-4 v 2r 6 / It of a..11..Or•MPM4MMTM a INN[01r a WOO.II SI.2..11..5 REPOT..m MM M aM ` l JW ..1' •I$ •i..F ', 0 1. I _ mwOY*011M16 w 1A'4CE a 2.1111113.01151MXIb4 DE Ca90C10 4 HELL AS m 0101 116 SMa101P AF041 CAM. -- 5l MPU1EE l Y WLrGOOY �:.S'./ . W 1 11 CO..70 PMO12 PODS•11.0.00r-0Off ASST.. 1TS00••f.Tr 4l17.2 PR0110 rw,.M.. T..,n 'T.'`"I 1 `161 1 +1. • 1 • - 4 L� J iI• 2510MI 19M4'A E M ..;Atli MIS nc HIS 10rKT0®a M 0 A 1YPJ•10u0 0YN0 a O240R 0Y 0 ,,„ ---_N ^': r [-J9100 F H Y� AL.0 M MPYC 111xC anAvmn a R.ac w�sy( X i " R S 4I 0. 0400 9Y1 2•ucor TO w1W9 OEP0 a r.0 rMES 0 WI STEMS Mr Kg.C. 9Y4t Mg.. a iif ✓%�i{ + •• ..P` y�! -I,• 5 Jr"l V VMo¢li,mC•W Sr. Wrt15•YY1• Si,YI f[5.1CTTf 10•.1D1A OOT,a M woa Y M4.ID m M 0611E 0P46M MT. '� i s.:� �° r �•Ii ,t 1:� i E QC Igyp Il POL...TOI 020 Kt W1 MRS ACOO.DEOF CMN 1 RACED.DC TO RACOEII0 Cf Mk 1...1.....0112.0 Wl MICA ECUi0.O.W'WO rI1N P. :Nw.,�i i�N-'. F N\yIy'l� i '))j�, • ••4``, Y�I Zj, .€ I lu I[ r f •MINI 4FMN4 a m IOU.. w LAY_ ``a1,' 1 1 4. i ,41 •_0° .<: I:, - " - j I `T ,46 I MOECR 901•N0ET0 OM61,lY.,PRL WM 910 Y 0400010•M 1wYR00D I0A5 40 SC.11.E Y 9M,100OSD 40AS WVatt,y- _` X L--.� ): . •' /RCOR N Q,�.1• m g ILL 0:Pa.P 1Pa 940 1f Y0a.6 W Ma Pr• C • j, B, I I li d >; k E-MTPiJ•1.c:.x Ht 1 `.`� 11 -, �� W gi (.11.7......11,� ; . 4. x.�Ar n `_-•t�_i+"# ��._....5.--1 �,_ "o CL`Oaa y�N 8 wi:ae?-r:v el .; --..1P [-f.Fg�r-o_-1=J S0.1 ,r4xa -•.` r CITY OF RENTON .uo`110* Mm. Pu,E OeF•4PI r oP PUBLIC WORKS z 1�' 2 {-- Ci 41a..,c 04_ cm. 1.r,o -) ri$ MaM 4R RD �. mono. if - ... - - ,: - . ; . ; • DETAIL SHEET I I ,3 CI 11 A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4,SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. Ea 0 z CITI OF RENTION,KING COUNTY,WASHINGTON of 41 0 1 .16 q‘83 a_ 0 a_ ,,,-!. °zoo_ — zo <0 g ,. 'y.e.• < - ..< = 6 -0 ...,-.7.7, t% Lcihq 4•-• Ho , E EXTRUDED CONCRETE CURB DETAIL Z la R Lu 0 4.CD § < 0 601 TO S.. 0 0 —T _,... ..-- / 1 0 Z 4 0 o g 9 , ,Q ,„v" "SW :MEI • co 7.,rri rf ____ i _STRAP TO*NU I. / E K il • -771° z oorLL,— war.46 1 0 0 CE 1 — G•18,46 TIJ M i n T• CO ow, s.... 1 z Irl. o :..1 1 — 1-SECITON le TVE 2 2B-6.1.1 i Q Il kil . ti La' 1 I , LTT!..1.41a.T.LenZ,ZOOTOIALBS MUST BE 14.OF CCPBOSION 6651516,1 i i g 1 i 11 1 i li CB 41,CB 114 ! SPILL CONTROL(SC)SEPARATOR TYPE 2 3 j _ i NOT To KAU Vc2F,12 Lii . S'ZIYY ig, ..i i — ; 2 • t g ; ; 1 . .R i . • CITY OF RENTON .EPARTMENT OF PUBLIC WORKS ' 1 I --. 1--- ..s.... N,„„,,, 0619 . ,,,,,, Z Ca 0 .-) ."' " / 1*. eTcl000 _ sou 6 0 2f ! • • NO FP•401 .r.• 'N - _. . ----,.,-............... .- . . . . • , '..'- . • • • :•"•••"•"•• On the 1'0 day of Plo\evinber , 1998, I deposited in the mails of the United States, a sealed envelope containing Irt2C. de-C'erwnl,v'attlrvtc documents. This information was sent to: Name Representing • Department of Ecology • Don Hurter WSDOT KC Wastewater Treatment Division • Larry Fisher • Washington Department of Fisheries • David'F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) S-a.v.dlx, k• Se- . STATE OF WASHINGTON ) • ) SS • COUNTY OF KING ) • I certify that I know or have satisfactory evidence that' sighed this instrument and acknowledged it to be his/her/their free and voluntary act for the' uses and purposes. • mentioned in the instrument. Dated: V 16 v ° 13 / ele K17 Notary Public i nd for the State of Was1 i _ton • Notary (Print) MARILYN KAMCH FFF My appointment e Project Name: GR eve feint es Office .Fltan Project Number: LUA 4 96. 1 s1 SA- NOTARY.DOC - ,CITY RE TON Planning%Building/Public Works Department • Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 12, 1998 • Washington.State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination-for the following ro'ect reviewed by the • Environmental Review Committee (ERC) on November 10, 1998: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED CR PROPERTIES OFFICE BUILDING LUA-98-157,SA-A,ECF -... . The applicant, CR Properties, is requesting administrative site plan approval and environmental review for the construction of a 11,424 gross:square foot office building. The building is two stories in height with a footprint of 5,877 square feet. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. Location: Appeals of either the environmental determination [RCW.43:21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM November 30, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055..'Appeals to the Examiner are governed by City of Renton Municipal Code Section.4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. • • If you have questions,please call me at(425)430-7270. • For the Environmental Review Committee, Lesley Nis ' ira Project Manager cc: King County Wastewater Treatment Division Larry Fisher; Department of Fisheries David F. Dietzrnan, Department of Natural Resources Don Hurter, Department of.Transportation, Shirley Lukhang, Seattle Public Utilities Duwamish Tribal Office : Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe. •Jainga, Puget Sound Energy AGNCYLTR.DOC1 ,. 10: : 5"South:Grady.War Renton;Washington 98055.., ..fir •• CITY. _IF RENTON 2 ' • Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 12, 1998 • Ms. Ellen Chatwin 14205 SE 83rd Street Newcastle, WA 98059 SUBJECT: CR Properties Office Building „ • Project No. LUA-98-157,SA-A,ECF Dear Ms. Chatwin: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subjectproject. The ERC, on November 10, 1998, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document Appeals of,either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680]and/or the land use decision must be filed in writing on or before 5:00 PM November 30, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional;information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call . me at (425) 430-7270. For the Environmental Review Committee, • • Lesley Nishihira Project Manager cc: CR Properties, LLC/Owners Enclosure • DNSMLTR.DOC... ., 1055 Renton Wash ington Grady � R oii; 98055 .- .[']r'7n,.::..............�•.,�anoi.e.....,i�.,.�e.��i onoi_....� ......�,...e. - ,. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE • (MITIGATED) . MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-98-157,SA-A,ECF APPLICANT: • CR Properties, LLC PROJECT NAME: CR Properties Office Building DESCRIPTION OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review,for the construction of a 11424::.gross square foot office „building. The building is two stories in height with.a footprint.:of.5,877.square feet...The proposed parking • for the project will be on the groundfloor level of the structure.with Office space above.on the-second floor. LOCATION OF PROPOSAL: 4319 Whitman Court NE MITIGATION MEASURES: 1. The applicant shall pay'the applicable Traffic Mitigation Fee at a rate of$75 per each new average daily trip attributable to the project. The Traffic Mitigation Fee is estimated at$8,965.50 and is payable prior to the issuance of building permits. 2: The applicant shall pay the applicable'Fire Mitigation Fee at the rate of$0.52 per square foot of new construction. The Fire Mitigation Fee is estimated at$6,240.00 and is payable prior to the issuance of building permits. The Site Plan for CR Properties Office Building, File No. LUA-98-157, SA-A, ECF is approved subject to the following conditions. CONDITIONS: • 1. The applicant shall submit a revised site plan that demonstrates the appropriate number and. dimensions for standard and compact parking spaces in accordance with the Parking Code requirements. The revised site plan will be subject to the review and approval of the -Development Services Division prior to the:issuance of building permits. 2. The applicant shall submit a revised site plan which shows a landscape strip of at least 5 feet in width containing plantings which will serve as an adequate screening buffer along the southern boundary of the property. The revised plan will also need to provide landscaping with adequate spacing and height along the exteriors of the parking area to allow light and visibility to this area. The revised landscape plan will be subject to the review and approval of the Development • - Services Division prior to the issuance of building permits. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-157,SA-A,ECF APPLICANT: CR Properties, LLC PROJECT NAME: CR Properties Office Building DESCRIPTION OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval •and environmental: review for the construction of a 11,424 gross square foot-.office - . , building.. The building istwo stories in height with:;a:footprint of..5,877.square feet. The,proposed,parking „ • for the project will be on the ground floor level of the structure With:office space..above on the second floor. LOCATION OF PROPOSAL: 4319 Whitman Court NE 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.• Plan Review-Surface/Wastewater ` 1. The sanitary sewer must have a clean out located 5-feet in front of building. The applicant to comply with all requirements of the King'County Surface'Water Design Manual. 2. A Wastewater System Development Connection charge of$933.66 is required. 3. A Storm Water System Development Connection charge of$1,096.37 is required. 4.,Rain water must be kept from entering the floor drain system to the sewer line. 5. All storm line connections to the Honey Creek drainage (existing 36-inch CMP) must have a HPA permit from the State Fisheries. 6.'The construction plan is to show the vertical profile of the utility (sewer) line in the right-of-way to facilitate future City Storm Project. Plan Review-Transportation 1. Electrical and communication facilities to be underground systems. Plan Review-Water 1. A Water System Development Charge of$1,352,61 is required. 2. The required fire flow per Fire Prevention is 5,250 gpm as proposed. The City can only deliver 2,500 qpm of fire flow.. The applicant will need to consult with the Fire Prevention Office in methods to reduce the fire flow to 2,500 gpm. This may involve a sprinkler system and type of materials in the building:: • :; ' . 3. At 2,500 gpm,three fire hydrants would be required. 4. ,The construction plans are to comply with the City of Renton drafting standards. ' - 'CR Properties Office Building LUA-98-157,SA-A,ECF . .. • Advisory Notes(Continued) _ . Page 2 of 2 • • 5: DCVA with irrigation meter to be shown on the water utility plan with a separate tap from the domestic water. • Fire Prevention 1. The preliminary fire flow is 5,250 gpm which requires one fire hydrant within 150 feet of the building and five additional hydrants within 300 feet of the building. (Please see Plan Review-Water comment#1) 2. A fire mitigation fee of$6,240.00 is required based on $0.52 a square foot of the building square footage. Building �,: 1. The 1997.UBC with Washington State amendments is the governing.code. Police 1. There should only be one main access to the building that is kept unlocked during business hours. This will provide the building the control it will need to keep'track of the comings and goings of all visitors. Any other exterior doors should be by coded access only to prevent trespassing of - individuals who have no right to be on the property. all doors should be made of a solid core wood or metal with auxiliary locking devices with latch guards or pre-resistant cylinders around the locks. All doors should have peepholes installed to assist•in easy identification of anyone outside the facility. 2. The most common occurring crime at building such'as this would be targeted at the underground parking..It's recommended that security fencing be placed in any areas that would allow access to trespassers. A key-coded entrance to this parking'area would be ideal if there was additional parking. available to customers using the building. Underground parking is normally quite dark, so special care should be taken when choosing the proper lighting for this area. Parks 1. All landscaping outside of property lines is to be maintained by owner. Planning 1. The parking regulations require underground sprinkling systems to be installed and maintained for all landscaped areas. 2. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 3. All parking areas are required to have stalls clearly marked and access lanes clearly defined, including directional arrows to guide internal circulation AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the • SOUTH COUNTY JOURNAL 600 S. Washington Avenue,Kent, Washington 98032 -----------_ - .. NOTICE OF ENVIRONMENTAL' . 1 a daily newspaper published seven(7)times a week. Said newspaper is a legal DETERMINATION ' ENVIRONMENTAL REVIEW°COMMITTEE i newspaper of general publication and is now and has been for more than six months `RENTON,WASHINGTON prior to the date of publication, referred to, printed and published in the English language The Environmental Review Committee Non- continually as a daily newspaper in Kent, King County, Washington. The South County (ERC)has issued a Dedfor he f of SignifiCance - Mitigated for the following Journal has been approved as a legal newspaper by order of the Superior Court of the project under the authority of the Renton, State of Washington for King County. Municipal Code. CR PROPERTIES OFFICE BUILDING The notice in the exact form attached,was published in the South County LUA-98-157,SA-A,ECF Journal (and not in supplemental form)which was regularly distributed to the subscribers Environmental review and administrative during the below stated period. The annexed notice, a _ site plan approval for construction of an office building. Location: 4319 Whitman; - : Court.NE. CR Properties Office Building Appeals of either the environmental F determination [ROW 43.21.0075(3); WAC' I 197-11-680] and/or the land use decision as published on: 11/16/98 ,: must be filed in writing on or before 5:00 -PM November 30, 1998. If no appeals are •filed by this date, both actions will become The full amount of the fee charged for said foregoing publication is the sum of$43.88 final. Appeals.must be filed in writing Legal Number 5417 I together with the.required$75.00 applica- tion fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. 'Appeals to the Examiner are I.governed by City 'of Renton Municipal Code Section 4-8-11B. Additional inforina- Legal C erk, South ounty Journal tion regarding the appeal process may be obtained from the Renton City Clerk's �� Office tion,D t 6510. • y, f Publication Date November 6' 1998 Subscribed and sworn before me on this ( ± ay of 19 I Published`�13 o i Couht Journal i November,16a$998: 1=: �4: , (.61—j10.--e'- ba*C-----7fi-Uf • --._ _ - - : o.•§%fto�`��s°staf;``'- �`(;`,' Notary Public of the State of Washington a.•▪ `, residing in Renton ▪ ' �;CI 0"V. e King County,Washington , `� s-//1 i; /l111/11'6110:eee% NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. CR PROPERTIES OFFICE BUILDING LUA-98-157,SA-A,ECF Environmental review and administrative site plan approval for construction,of an office building. Location: 4319 Whitman Court NE. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM November 30, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. Publication Date: November 16, 1998 Account No. 51067 • ‘,. ,, _ .,;,:r_iii 1 .{] \it 1-11 *____,„ , _._,&.--1 1 _.. ___ . . . • ENVIRONMENTAL DETERMINATION . POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION 1 PROJECT NAME: CR PROPERTIES OFFICE BUILDING I . PROJECT NUMBER: LUA-98-157,SA,A,ECF The applicant,CR Properties,is requesting adminIstraUve site.plan approval and environmental review for the construction of a 11,424 gross square foot office building. The building Is Iwo stories In height with a footprint of 5,877 square feet. The proposed parking for the project will be an the ground floor level of the structure with office space above on the second Boor.Location:4319 Whitman Court NE. 1 - • THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED I' THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of either the environmental determination IRCW 43.21.0075(3),WAC 197-11.680]and/or the land use decision must be filed in writing on or before 5:00 PM November 30,199a.If no appeals are filed by this date,both actions will become final.Appeals must be filed In writing together with the required$75.00 application fee with:Hearing I Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are govemed by City ' of Renton Municipal Code Section 4-8-11B.Additional Information regarding the appeal process may be obtained from , the Renton City Cleric's Office,(425)430-6510. t.u i ,)1 n4PI,P ON4 w..q ht i),)1.qr..ro rro:7,:4-..4.'A'II 1 r ne 0,: m!.:0or-JD �L :. (qa I.f..77 'O 4 I Rs I l Y.@r 4CQSIfT('twm(9m1'aMe.• ei 411611BEITiqe:�+ d"I r. FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION I Please include the project NUMBER when calling for proper file Identification. . • 11 CERTIFICATION • I, L 1.t r i.I i37n i ncA , hereby certify that 3 copies of'the above document were posted by me in 0 conspicuous places on or nearby. the described property on 'rin.)vd aktf,, t4oi6n/11 Isis 1 l'0. Signed: 1 �, ATTE ST: Subcribed and sworn before me, a NortaryPublic,in and r the State of Washington residing in , on the 3j Q day of &0.- (5 q • , .l`�j�7l4_� f�Iro�m./'�IJv MN'LYN KAMCHEFF ccumiSSION GIRLS 6/29/99 . L. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-98-157,SA-A,ECF , APPLICANT: CR Properties, LLC PROJECT NAME: CR Properties Office Building DESCRIPTION OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for the construction of a 11,424 gross square foot office building. The building is two stories in height with a footprint of 5,877 square feet. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. LOCATION OF PROPOSAL: 4319 Whitman Court NE LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM November 30, 1998. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: November 16, 1998 DATE OF DECISION: November 10, 1998 SIGNATURES: 6,,..d,4 C;,- - !1 t o y S . Gregg Zimmerman,Adtnin trator DATTE ' Department of Planning/Building/Public Works Jim'-Shepherd,Ad nis or DATE ommunity Se • es Z. 4- �� . (item // " /J- 7? `t a ,heeler', Fire C ief DATE R nton Fire Department DNSMSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-98-157,SA-A,ECF APPLICANT: CR Properties, LLC PROJECT NAME: CR Properties Office Building DESCRIPTION OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for the construction of a,-11,424 gross square foot office building. The building-is.two stories in height with a footprint of 5,877 square feet. The proposed parking for.the project will be on the ground floor level of the structure with office space above on the second floor. LOCATION OF PROPOSAL: . -4319 Whitman Court NE . MITIGATION MEASURES: 1. The applicant shall pay'the applicable Traffic Mitigation Fee at a rate of$75 per each new average daily trip attributable to the project..The Traffic Mitigation Fee is estimated at$8,965.50 and is payable prior to the issuance of building permits. 2. The applicant shall pay the.applicable.Fire Mitigation Fee at the rate of$0.52 per square foot of new construction. The Fire Mitigation Fee is estimated at$6,240.00 and is payable prior to the issuance of building permits. The Site Plan for CR Properties Office Building, File No. LUA-98-157, SA-A, ECF is approved subject to the following conditions. CONDITIONS: 1. The applicant shall submit a revised site plan that demonstrates the appropriate number and. dimensions for standard and compact parking spaces in accordance with the Parking Code requirements. The revised site plan will be subject to the review and approval of the Development Services Division prior to the issuance of building.permits. 2.• The applicant shall submit a revised site plan which shows a landscape strip of at least 5 feet in width containing plantings which will serve as an adequate screening buffer along the southern boundary of the property. The revised plan will also need to provide landscaping with adequate spacing and:height along the exteriors of the parking area to allow light and visibility to this area. The revised landscape plan will be subject to the review and approval of the Development Services Division prior to the issuance of building permits. • . CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-157,SA-A,ECF APPLICANT: CR Properties, LLC _ PROJECT NAME: CR Properties Office Building DESCRIPTION OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for the construction of a 11,424 gross square foot office building. The building is two stories in height with a footprint of 5,877 square feet: The proposed parking -for the project will be .on the ground floor level.of.the structure with_office space above on the second floor. LOCATION OF PROPOSAL ;.4319 Whitman Court NE 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.''; Plan Review-Surface/ Wastewater 1. The sanitary sewer must have a clean out located 5-feet in front of building. The applicant to comply with all requirements of the King-County Surface Water Design Manual. 2. A Wastewater System Development Connection charge of$933.66 is required. 3. A Storm Water System Development Connection charge of$1,096.37 is required., 4. Rain water must be kept from entering the floor drain system to the sewer line. 5. All storm line connections to the Honey Creek drainage (existing 36-inch CMP) must have a HPA permit from the State Fisheries. 6. The construction plan is to show the vertical profile of the utility(sewer) line in the right-of-way to facilitate future City Storm Project. Plan Review-Transportation 1. Electrical and communication facilities to be underground systems. • Plan Review-Water 1. A Water System Development Charge of$1,352,61 is required. 2. The required fire flow per Fire Prevention is 5,250 gpm as proposed. The City can only deliver 2,500 oorn of fire flow. The applicant will need to consult with the Fire Prevention Office.in methods to reduce the fire flow to 2,500 gpm: This may involve a sprinkler system and type of materials in the building:.. 3. At 2,500 gpm,three fire hydrants would be.required. 4. The construction plans are to comply with the City of Renton drafting standards. • CR Properties Office Building LUA-98-157,SA-A,ECF Advisory Notes(Continued) . Page 2 of 2 • 5. DCVA with irrigation meter to be shown on the water utility plan with a separate tap from the domestic . water. Fire Prevention 1. The preliminary fire flow is 5,250 gpm which requires one fire hydrant within 150 feet of the building and five additional hydrants within 300 feet of the building. (Please see Plan Review-Water comment#1) 2. A fire mitigation fee of$6,240.00 is required based on $0.52 a square foot of the building square footage. Building 1. The 1997 UBC with Washington State amendments is the governing code. Police 1. There should only be one main access to the building that its kept unlocked during business hours. This will provide the building the control it will need to keep:track of the comings and goings of all visitors'. Any other exterior doors should be by:coded``access only to prevent trespassing of • - individuals who have no right to be on the property. all doors should be made of a solid core wood or metal with auxiliary locking devices with latch guards or pre-resistant cylinders around the locks. All doors should have peepholes installed to assist in easy identification of anyone outside the facility. 2. The most common occurring crime at building such as this would be targeted at the underground parking. It's recommended that security'fencing be placed in any areas that would allow access to trespassers. A key-coded entrance to this parking area would be ideal if there was additional parking.. available to customers using the building. Underground parking is normally quite dark,so special care should be taken when choosing the proper lighting for this area.,.. Parks 1. All landscaping outside of property lines is to be maintained by owner. . Planning 1. The parking regulations require underground sprinkling systems to be installed and maintained for all landscaped areas. 2. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 3. All parking areas are required to have stalls clearly marked and access lanes clearly defined, including directional arrows to guide internal circulation CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 5, 1998 TO: File No. LUA98-157, SA-A, ECF/CR Properties Office Building FROM: Carolyn Boatsmen, Utility Systemscewohr r� SUBJECT: Proposed Office Building located within Aquifer Protection Area Zone 2 . A finding has been made that the subject proposal, the CR Properties Office Building- File No. LUA98-157, SA-A, ECF: WILL NOT impact the quantity or quality of ate in the aquifer on a short-term basis, long-term basis, or cumulatively in conjunction with other existing or proposed uses. WILL impact the quantity or quality of water in the aquifer on a short-term basis, long-term basis, or cumulatively in conjunction with other existing or proposed uses. This determination is required per section 4-31-33 subsection 6 of the Site Plan Ordinance. The required finding shall be based on the activities to be conducted, substances that will be stored, handled, transported, treated, used or produced, and the potential for these activities or substances to degrade the groundwater quality. • \\TS SERVER\SYS2\COMMON\H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\98-157.LN\APAMEMO.DOC City o icon Department of Planning/Building/Put., forks ENVIRONMENTAL 1& DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: EcovnoHni� OeJ 1apMe COMMENTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA-98-157,SA-A,ECF r DATE CIRCULATED: OCTOBER 16, 1998 APPLICANT: CR Properties, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: CR Properties Office Building WORK ORDER NO: 78449 LOCATION: 4319 Whitman Court NE SITE AREA: 11,970 sq.ft. I BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for construction of a 5,877 square foot office building. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. 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 3 17E 15 on,(JJ1=11tJ c i LC'2 N ElGN630fL..door) 1 N TI-\-€ CoP-.Pi201-1 u57' su ur lLfrr\1. VoLIGY ISSUE, A1C-eV 0)v1/41L, 1-1hA/ 7'YYI6 92-'55P67----r kJ rJ5�)Te Jetr\IzS i..i 1Lt_ P9-"RiLl 5c-vt3 II-VC, sU'+22°uNY-Nc-. NeicmSOtz.tS00.0sy OF)::iGr US1_5:5 1ry i 1-)6 GIV ri-f7 Ir‘.1Z' J1) CC) TO 13C SThJIGo O F1=1 c-6 - iltrAslini6nm O 36Z.T V Lt1-S 'o u GY L-U- 11% 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 additiortarn miation-is.geeded to properly assess this prop gal. Al9r) )(DIPO/?cr Signature of D r for or Author Representative ! Date DEVAPP.DOC Rev.10/93 • Cit :,Renton Department of Planning/Building/'-...mac Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: §0.4,its. COMMENTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA-98-157,SA-A,ECF DATE CIRCULATED: OCTOBER 16, 1998 APPLICANT: CR Properties, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: CR Properties Office Building WORK ORDER NO: 78449 LOCATION: 4319 Whitman Court NE SITE AREA 11,970 sq.ft. I.BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for construction of a 5,877 square foot office building. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. 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 42. )1g( -7 B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ife./744_ 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 propel• .- ess this proposal. 'OA� / Signature of Director or Aut razed epresentative Date DEVAPP.DOC Rev.10/93 City a,_ _Inton Department of Planning/Building/Pu- _ Norks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pl2th peki teui,L& ttr COMMENTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA-98-157,SA-A,ECF DATE CIRCULATED: OCTOBER 16, 1998 APPLICANT: CR Properties, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: CR Properties Office Building WORK ORDER NO: 78449 LOCATION: 4319 Whitman Court NE SITE AREA: 11,970 sq.ft. I BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for construction of a 5,877 square foot office building. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. 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/Shorellne Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet t beE V ELOf-MFN i f rr,l of-:CITYf RE, d" 'C�„l OCT 2 i':,:3 See a C t^2 e_Ar, 1 f-e4-7-7 z. -Po I-- bb I7ppq q ©r w� >ri ;t-CcrAlk, ►11irrq�f I �' vim; 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 property assess this proposal. Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 r i CR PROPERTIES • OFFICE BUILDING 4319 Whitman Court NE Development Services October 30, 1998 WATER: 1. The Water Development Connection charge is$1,352. 61. 2. The required fire flow per Fire Prevention is 5,250 gpm as proposed. The City can only deliver 2,500 2pm of fire flow. The Applicant will need to consult with the Fire Prevention Office in methods to reduce the fire flow to 2500 gpm. This may involve a.sprinlder system and type of materials in the build. 3. At 2500 gpm,three(3)fire hydrants would be required. 4. The construction plans to comply with the City Of Renton drafting standards. ADVISORY 5. DCVA with irrigation meter to be shown on the water utility plan with a separate tap from the domestic water. 98cm137W 98CM137W.DOC\ ( Y O CITY OF RENTON 41- FIRE PREVENTION BUREAU MEMORANDUM DATE: November 10, 1998 TO: Lesley Nishihara, Planner FROM: Jim Gray, Assistant Fire Marsha - SUBJECT: CR Properties Office, 4300 Block hitman Ct. NE Fire Department Comments: REVISED 1. The preliminary Fire flow is 2500 GPM which requires one fire hydrant within 150 feet of the building and two additional hydrants within 300 feet of the building. This revised fire flow is based on type V 1 HR construction fully sprinklered. 2. Separate plans and permits are required for the fire alarm and sprinkler systems 3. A fire mitigation fee of$6,240.00 is required based on $.52 a square foot of the building square footage. Please feel free to contact me if you have any questions. City .lnton Department of Planning/Building/PL:.,r:. Norks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ft re, Pret ep,Aim COMMENTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA 98-157,SA-A,ECF DATE CIRCULATED: OCTOBER 16, 1998 APPLICANT: CR Properties, LLC PROJECT MANAGER: LESLEY-A1I l-WHlf A p rn t A ,. I r w e Y PROJECT TITLE: CR Properties Office Building WORK ORDER NO: 78449 F' 1 LOCATION: 4319 Whitman Court NE OCT 1 S i Oc SITE AREA: 11,970 sq.ft. I BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan ap rokal Faiztilenyiren Hens) review for construction of a 5,877 square foot office building. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major information impacts impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics Water LighVGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet �J,� 14,000 Feet �� !V / f, o 0' for,2 Gr3 B. POLICY-RELATED COMMENTS A r.4 C. CODE-RELATED COMMENTS l,om e 7 We have r viewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ad 'one!information' eeded to properly assess this proposal. Sig tur of Director or Authorized epresentative Date DEVA . C Rev.10/93 i TY Oti O� CITY OF RENTON FIRE PREVENTION BUREAU �N'NTO. MEMORANDUM DATE: October 16, 1998 TO: Lesley Nishihara, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: CR Properties Office, 4300 Block iitman Ct. NE Fire Department Comments: 1. The preliminary Fire flow is 5250 GPM which requires one fire hydrant within 150 feet of the building and five additional hydrants within 300 feet of the building. 2. A fire mitigation fee of $6,240.00 is required based on $.52 a square foot of the building square footage. Please feel free to contact me if you have any questions. City e.. ....nton Department of Planning/Building/Alum. Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ColikskAtchov.kso j (ea, COMMENTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA-98-157,SA-A,ECF DATE CIRCULATED: OCTOBER 16, 1998 APPLICANT: CR Properties, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: CR Properties Office Building WORK ORDER NO: 78449 LOCATION: 4319 Whitman Court NE SITE AREA 11,970 sq.ft. I BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for construction of a 5,877 square foot office building. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. 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 DEVELOPMENT SERVICES CITY OF RENTON OCT 16 98 RECEIVED B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS v c C 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. C- CD/7c: / Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 Ciiy' „ ton-Department of Pla ' /Building/Pik '.Vorks ENVIRONMENTA //z,VELOPM ' APPLICATION REVIEW SHEET REVIEWING DEPARTMEN T J 7 z COM NTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA--9, �A ECYi / i DATE„ „I CULATED: OCTOBER 16, 1998 APPLICANT: CR Propert es, LL� 1 PROJI MANAGER: LESLEY NISHIHIRA PROJECT TITLE: CR Properties Office Building WORK dJ DER NO: 78449 LOCATION: 4319 Whitman Court NE / a SITE AREA: 11,970 sq.ft. I BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: T e applican Properties, is requesting administrative site plan approval and environmental review for construction of a 5,87 square fop office building. The proposed parking for the project will be on the ground floor level of the structure with office space above o e second floor. 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 X Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 3.03 CFS Annually The most common occurring crime at buildings such as this would be targeted at the under- ground parking. It's recommended that security fencing be placed in any areas that would allow access to trespassers. A key-coded entrance to this parking area would be ideal if there was additional parking available to customers using the building. Underground parking is normally quite dark, so special care should be taken when choosing the proper lighting for this area. B. POLICY-RELATED COMMENTS There should only be one main access to the building. that is kept unlocked during business hours. This.wikk provide the building the control it will need to keep track of the comings and goings of all visitors. Any other exterior doors should be by coded access only. to preveni trespassing of individuals who have no right to be on. the property. All doors should be made of a solid core wood or metal with auxiallary locking devices with latch guards or pry- resistant cylinders around the locks. All doors should have peepholes installed to assist in _ easy identification of anyone outside the facility. C. CODE-RELATED COMMENTS Landscaping around the exterior of the building should not be too dense or high. It is important to allow visibility. This location has had problems in the past with transients, 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 o�r ed Re resentative Date 9 P DEVAPP.DOC Rev.10/93 City c.-.._nton Department of Planning/Building/Puorrc`vVorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:St„ f e wo—ie —tv_ COMMENTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA 98-157,,'"SA-A,ECF DATE CIRCULATED: OCTOBER 16, 1998 APPLICANT: CR Properties, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: CR Properties Office Building WORK ORDER NO: 78449 LOCATION: 4319 Whitman Court NE SITE AREA 11,970 sq.ft. I BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for construction of a 5,877 square foot office building. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. 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 _r Land/Shoreline Use Utilities �^ Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet DEVELOPMENT SERVICES CITY OF RENTON e‘,4- Gov' a dv tsor C© ,"6,v-,-�� OCT 1 6 1998 RECEIVED B. POLICY-RELATED COMMENTS J V2C� S 2J 5 1'�, �'e�ei`(' �.,-z G f e a c- o L.e,f C c a £-e e e. - t�,� �' , � Q.a t► • e-- -a-? P t % c vL 4 0. w f t i v, t�-� v� f .e� K f S+�-�-� c � 2Va i- D e 5 1 v� �v,` e ( / C. CODE-RELATED COMMENTS a S e. �e5 D p�m�cil' C'a�t t r, uo a a e4-- S y `J p G, e c, C L.�- t� �l S A I ® � 3--�-� . C 7�l cfafe/D-p.Peiiious's,1 • 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. '2/1-974 Signature of Director or Authorized Representativ Date DEVAPP.DOC Rei.10/93 ADVISORY COMMENTS CR PROPERTIES OFFICE BUILDING 4319 Whitman Court NE 1. Rain water must be kept from entering the floor drain system to the sewer line.. 2. All storm line connections to the Honey Creek drainage (existing 36-inch CMP) must have a HPA permit from the State Fisheries. 3. The construction plan to show the vertical profile of the utility (sewer) line in the right-of-way to facilitate s future City Storm Project. 98CM137X.DOC\ - City o_ _-___riton Department of Planning/Building/PuL.._ Jorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT os aii COMMENTS DUE: OCTOBER 30, 1998 APPLICATION NO: LUA 98-157,SA-A,ECF DATE CIRCULATED: OCTOBER 16, 1998 APPLICANT: CR Properties, LLC PROJECT MANAGER: LESLEY NISHIHIRA PROJECT TITLE: CR Properties Office Building WORK ORDER NO: 78449 LOCATION: 4319 Whitman Court NE SITE AREA: 11,970 sq.ft. I BUILDING AREA(NEW EXPANSION GROSS): 5,877 sq.ft. SUMMARY OF PROPOSAL: The applicant, CR Properties, is requesting administrative site plan approval and environmental review for construction of a 5,877 square foot office building. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. 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 DEVELOPMENT SERVICES CITY OF RENTON OCT 16 1998 RECEIVED B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS , 1 12 e -I- v ti 5 ivd v-ta 4-t y�, f�i l f l yl 4 ft o 2i -�a.e. 15 A f �/D 4. �y . '£ GL `�'(''a-Grt W ,L t -, ,PJ" "k c c ct G Li �d 1 .l 'T L c'G7 5 ' / C le- C v-tcal Qi h.<1. it'2-sit' Pa_e-'; yt t-,e_5 fo be Gi-+itdg4--co-o,e,a cr5f -s 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 property assess this proposal. &./4,ITi C 7GD 1p .,i3O /7963 Signature of Director or Authorized Represen tive l Date DEVAPP.DOC Rev.10/93 . 3 L (. i�4�(To L� JP •• rw):60„,„ . ... .•r+r' t . :;'•` "y'�G:'6'3'�a `!+�i �Ji�r�!!■■.r �;n.,;•..+•XAR. AT.I �'1i.'.a(b.' ..•r�-iow.w�in+w.r,...:...•.:.cww+'nnq,asKr....::v'A'�r:r»+».ic.wi •;i• 2 • �� • Project Name G Pvc,P ✓f•ie.s 0 ff+c z 131d, Project Address t 3 1 q ��itilnutl CO;,tvt i0t Contact Person ElIevi Ctict wu'i Address Phone Number (L125 - 228— 366 LI- • Permit Number L UA - R s - 157 Project Description 5 377 sf offscc l��c() IS ekei tea,-e er,ox 10 -to 1 e � N pploclee s ( Eriv, checklist tit ,_,, Land Use Type: Method�o ,Calculation: G 1eve ( f ;c•e (710) 0 Residential LB ITE Trip Generation Manual 0/Retail 0 Traffic Study E ' Non-retail 0 Other • Calculation: 1./41,4.z, 1..7," T4ilc �! (Zy . �i tooc 7 ) a'p >- -eve) high -iY) e ois ploree 16,b(e- 4 115t 5 Qtie✓Gty (1, ykyiE ,ft- •J I000. al J. -/ • T461e 3 i is (LW,/ fv;r), /1-21 enydoy e G:0 0 _ ids/k.c t142/ze vcacte6 7v/esrxi /00# _ ( 3.3q) (6.Ov ) ' ZU- 3 v,ps �Uct slew trips -1 peclo;A_ 7 • ( 5.877) (Z0,3y ) _ f I1(. S4 oei,/ � ►'ir ! it475 0.44tl' .. ( IIq.54) ( 175) 44s6, 1gg6.5. 5(0.� Transportation Mitigation Fee: •___Gtg_ q6S. 5v/ II Calculated by: ltit/a/';4 Date: !v 46/678 Account Number: 105. 5Qq. 3180, 70.00. • Date of Payment • -OCT-28—'98 WED 15:20 ID:WA DEPT OF FISHERIES TEL N0:206-39176583 #980 P01 5. TA? o� CITY OF R 1 ,, n} OCT 26 1898 Jyf JbH boy State of Washington C ' . ' DEPARTMENT OF ASH AND WILDLIFE Region 4 Office: 18018 MIN Creek Boulevard-MIII Creek,Washington 98012-(425)775-1311 October 28, 1998 Lesley Nishihira,Project Manager City of Renton Development Services Division 1055 Grady Way South • Renton,Washington 98055 Dear Ms.Nishihira: SUBJECT: Determination of Non-significance--Mitigated; CR Properties Office Building,File Number LUA-98-157,SA-A,ECF,Honey Creek,Tributary to May Creek,King County,WRIA 08.0285 The Washington Department of Fish and Wildlife(WDFW)has reviewed the above-referenced State Environmental Policy Act document received on October 19, 1998, and offers the following comments at this time. Other comments may be offered if the project progresses. A Hydraulic Project Approval(HPA;RCW 75.20, WAC 220-110;to be issued by WDFW)will be required to discharge stormwater to the creek. WDFW requires the design of stormwater facilities to meet or exceed the requirements of the Washington Department of Ecology(DOE) Storn�water Management Manual for the Puget Sound Basin. Please also note that the May Creek system is on the DOE 403(d)list of impacted streams. Honey Creek has been heavily damaged by development which lacks adequate water quantity and quality treatment,and WDFW will review the proposed stormwater facilities at the time of application to determine what will be required; 5,000 square feet of impervious surface normally triggers a requirement ford tiQn. Please pass this information on to the project proponent. WDFW appreciates your cooperation in our efforts to preserve,protect,perpetuate, and manage the fish and wildlife resources of the state of Washington. . OCT-28—'98 WED 15:21 ID:WA DEPT OF FISHERIES TEL NO:206-391-6583 tt980 P02 Ms.Nishihira October 28, 1998 Page 2 Thank you for the opportunity to provide these comments. If you have any questions,please contact me at(425)649-7042. Sincerely, Larry Fisher Area Habitat Biologist LF:lf corsvr2.com cc: WDFW,Rickard Post-it®Fax Note 7671 Date p4.8 f 9 IPsq Ta Le.L�i¢ /Y Mhi .a. From La.-r F:s 1r Co./Dept.c,cirK Ds Go, w +_I Phone Jyr } Phone* 7_7._7 42 �2s/ ��--.�2>0 �+25 G4� Fax it zs9 '30....73Pa Fax* 42.s 6,,c),'9._70s • :U D IOP. O PE OWNERS ......... <:>::»;::>:«:::>:>:::»>::::::::::>::>::>::»::»::»>::;:::.>:<.>:.;;:.;:.;:.;:.;:.;:.;:.;;:.;:. PROJECT NAME: Cie W6P1--"r-t-6(-9 • APPLICATION NO: . �-�r� - ' 51 ,SIq - \ct ��- The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. • NAME ADDRESS ASSESSOR'S PARCEL • NUMBER EAGER FAMILY LIVING TRUST 17441 Sylvester Rd SW 032305-9024-08 Burien,WA 98166 `c KINDER CARE LEARNING CENTER 1777 NE Loop 410 032305-9004-04 CO R/E Tax Complaince Inc. Suite 1250 ;v San Antonio,TX 78217• c'-i-METROPOLATION INVESTMENTS 1420 5th Ave#2628 032305-9049 09 'e CZ) Seattle,WA 98101 r' Dl' Q aao CJ Aj� • �FONK-,•'DALE. 15007 Woodnvlle-Redmond 032365-9093-04 e r �� • #A Woodinville,WA 98072 • +SENTINEL REAL ESTATE GROUP 666 5the Ave 27th Floor 102305-9301-03 New York,NY 10103 LINDEMOOD,LORNA 4300 NE Sunset Blvd#A-1 722960-0010-05 Renton,WA 98055 • GREENE,LINDA K 4308 NE Sunset Blvd. #A-3 722960-0050-06 Renton, WA 98059 a-RIVERA, JOSE A JR. 14333 SE 170th St 722960-0050-06 Renton,WA 98058 • .t ROBINSON,CHRISTINE M 4308 NE Sunset Blvd#B-1 722960-0070-02 LINDBERG, GORDON&DEBORAH 4300 NE Sunset Blvd#B-1 722960-0090-08 Renton,WA 98059 • - ERBENICH,GORDON 4308 NE Sunset Blvd#B-3 722960-0110-04 Renton,WA 98059 1! i/a;isGeae_- (Attach additional sheets,•if necessary)• +• h .. ,,.el 72.; • .. ;�� • , (Continued) • NAME ADDRESS ASSESSOR'S PARCEL NUMBER • t • Applicant Certification • El/e/7J'47twirz , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: El City of Renton Technical Services Records CI Title Company Records , • King County Assessors Records • • .4- . :• 0, • '4:7; Signe Date /0/7/96 • AI- - • (Applicant) • • NOTARY , • a . „., ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, •i,,• .t ' • • .on the 7 day of 0:67-D3see.."•• , 191qcg • .70 (N ry Public) ............................................................. • . ••••••••••••• ••••••••••.••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• CERTIFICATION _ _.__ MAILING I, each listed property owner ri 10 1 NOTARY ATTEST Subscribd and sworn before me4 a Noary Pubho, in and for the State of Washin;ton residing at19iC .., on the day of (tk.k 19_% • ..... listprop.doc REV 07/95 MARILYN KAM C H EF F COMMISSION EXPIRES 6/29199 2 LIST OF SURROUNDING PROPERTY OWNERS,CONT. PAGE 1 CR PROPERI'1NS BUCHAN BROTHERS CONSTRUCTION 11555 Nortup Way 032305-9037-03 Bellevue,WA 98004 WEST, CHESTER&FREEMAN 1645 Interlaken PL E 032305-9048-00 Seattle, WA 98112 BEALE,DOROTHY M 4325 NE Sunset Blvd 032305-9055-00 Renton,WA 98059 BREDA LIVING TRUST P 0 Box 48005 102305-9006-01 C/O BROWNE MGMT CO Seattle, WA 98148 k SENTINEL REAL ESTATE CORP 666 5th Ave 27th Floor 345050-0005-03 New York,NY 10103 DEDO,JOANNE M 4300 NE Sunset Blvd#A-2 722960-0020-03 Renton,WA 98055 + TITUS,PAUL E 4308 NE Sunset Blvd#A-4 722960-0040-09 Renton,WA 98056 CORDOR,GERALD&GINA; 4300 NE Sunset Blvd#A-6 722960-0060-04 N. Renton WA 98056 BRITT,A DARLENE • 4300 NE Sunset Blvd#A-8 722960-0080-08 Renton,WA 98056 5 NELSON,TRACY L 4300 NE Sunset Blvd#B-2 722960-0100-06 Renton,WA 98059 4- STEWART, S L&RANDALL 4300 NE Sunset Blvd#B-4 722960-0120-02 Renton,WA 98055 1- MCCOLLUM,MICHAEL G 4308 NE Sunset Blvd 722960-0130-00 Renton,WA 98059 OCONNOR,FRIN E 4300 NE Sunset Blvd#B-7 722960-0150-05 Renton,WA 98056 A- SHAFER, CHARLES&CLEO 1327 148th Ave SE 722960-0170-01 Renton,WA 98056 1 HUH,BEVERLY J 4300 NE Sunset Blvd#C-3 722960-0190-07 Renton,WA 98056 `E POTTS, KELLY 4300 NE Sunset Blvd 722960-0210-03 Renton,WA 98056 GOSLIN,TIMOTHY J 20628 54th Ave W 722960-0230-09 C/O GONNIE DELAGARZA Lynnwood, WA 98036 LIST OF SURROUNDING PROPERTY OWNERS, CONT. PAGE 2 CR PROPERTIES v,HAN KYUNG SUK&CADDIE FUNK 348 Lind Ave SW #27 722960-0250-04 Renton,WA 98055 u- HART,ROSS 5811 Titleist LN SE#K-202 722960-0270-00 Lacey,WA 98513 • LIPSCOMB,WILLIAM/LOREN' 1542 Magnolia Way West 772960-0290-06 Seattle,WA 98179 • YELLMAN,JULIET M 4300 NE Sunset Blvd#D-7 722960-0330-02 Renton,WA 98059 1- AMERICAN SAVINGS BANK P 0 BOX 2037 722960-0330-08 Tacoma, WA 98401 f KING,MICHAEL&LINDA 4300 NE Sunset Blvd#E-3 722960-0350-03 Renton,WA 98056 1- FRANCIS,THERESA&ROGER 2823 NW 75th 722960-0140-08 Seattle,WA 98117 y JONES, JAMES&MARCIE 9855 SW 153rd Ave 722960-0160-03 Beaverton,OR 97007 4, BURRELL,ALVIN 4300 NE Sunset Blvd#C-2 722960-0180-09 Renton,WA 98059 A-- CASE,AURORA LEE 4300 NE Sunset Blvd#C-4 722960-0200-05 Renton,WA 98059 BROTHERTON,ALAN L 2535 126th Ave NE 722960-0220-07 Bellevue,WA 98005 y,KRAMER,DWIGHT E 4308 NE Sunset Blvd#C-8 722960-0240-07 Renton,WA 98059 'f HANSEN,CHRISTIAN B 4300 NE Sunset Blvd#D-2 722960-0260-02 Renton,WA 98059 TSIANG,GABRIAL S ETAL 4300 NE Sunset Blvd#D-4 722960-0280-08 Renton,WA 98055 ✓ EMRY,ROSS 4300 NE Sunset Blvd#D-6 722960-0300-00 Renton,WA 98055 WILLIAMS,KIRK D 4300 NE Sunset Blvd#D-8 722960-0320-00 Renton,WA 98059 'A;-LIPSCOMB,WILLIAM&LORENA 1542 Magnolia Way W 722960-0340-06 Seattle,WA 98179 LIST OF SURROUNDING PROPERTY OWNERS CONT. PAGE 3 CR PROPERTIES HICKS,DANIEL T 4300 NE Sunset Blvd#E-4 722960-0360-01 Renton,WA 98059 1-SHERMAN,DARLING F 4300 NE Sunset Blvd#F-1 722960-0370-09 Renton,WA 98056 y.,AYZENBERG,ALEXANDER 3035 70th Ave SE 722960-0390-05 Mercer Island,WA 98040 `t LIPSCOMB,WILLIAM B+LORENA 1542 Magnolia Way W 722960-0410-01 Seattle,WA 98199 '-ESPANOL,CARMEN 4300 NE Sunset Blvd F-7 722960-0430-07 Renton,WA 98055 y EUSEBIO,JEANNETTE+MADAYAG 4300 NE Sunset Blvd G-1 722960-0450-02 Renton,WA 98059 BRISTOL,DOUGLAS L Unit G 3 722960-0470-08 4300 NE Sunset Blvd Renton,WA 98055 YAGER,MARIAN L 4300 NE Sunset Blvd#H1 722960-0490-04 Renton,WA 98056 DAY, SHANNON PAULINE 4308 NE Sunset Bld#H-3 722960-0510-00 Renton,WA 98056 y STEELE,CHERYL R 4308 NE Sunset Blvd#H-5 722960-0530-06 Renton,WA 98055 ARMSTRONG,LISA M 4308 NE Sunset Blvd#7 722960-0550-01 Renton,WA 98059 NL SCHMIDT,JON T 4308 NE Sunset Blvd 722960-0570-07 Renton,WA 98059 CELAYA,TY+MARGARET L 6752 E Speedway 722960-0570-07 Renton,WA 98059 TORRILHON,VICTORIA R 4300 NE Sunset Blvd#F-2 722960-0380-07 Renton,WA 98059 Y JONES, SARAH L 4300 Sunset Blvd NE#F4 722960-0400-03 Renton,WA 98059 \IL MCWILLIAMS,HERBERT E 4300 NE Sunset Blvd#F6 722960-0420-09 Renton,WA 98059 LIST OF SURROUNDING PROPERTY OWNERS,CONT. PAGE 4 CR PROPERTIES `F- NGUYEN,PHILIP S+TAM M 4308 NE Sunset Blvd#F-8 722960-0440-05 Renton,WA 98059 LONG,CONNIE PO Box 88451 722960-0460-00 Seattle,WA 98138 x WILKINSON,KENNETH S 4300 NE Sunset Blvd 722960-0480-06 Renton,WA 98059 TIPPIT,DESSIE LOIS 4300 NE Sunset Blvd 722960-0500-02 Renton,WA 98059 1 MEDEMA,DEANN L 1217 N 148th PL 722960-0520-08 Shoreline,WA 98133 BUCK,KELLY M 4300 NE Sunset Blvd#H6 722960-0540-04 Renton,WA 98055 4_ TVERSKOY,BORIS 4300 NE Sunset Blvd#H-8 722960-0560-09 Renton,WA 98059 DREBERT,DARLENE SUE ET AL 4308 NE Sunset Blvd Unit I-2 722960-0580-05 Renton,WA 98059 OER,AL 6925 112th Ave SE 722960-0600-01 Renton,WA 98056 \ RAMOS, CLAUDE&BEATRIZ PO BOX 2894 722960-0610-09 Renton,WA 98056 SOUTHERN, STACEY 4300 NE Sunset Blvd#3 722960-0630-05 Renton,WA 98055 '--MACPHERSON,KATHLEEN M 3021 NE 130th 72960-0650-00 Seattle, WA 98125 t BARR,MARLENE E 4300 NE Sunset Blvd#J-7 722960-0670-06 Renton,WA 98056 SCHWARTZ,MARION 3002 SE 61st 722960-0690-02 Mercer Island, WA 98040 LARSON,NATHAN&MICHELLE 4300 NE Sunset Blvd#K-3 722960-0710-08 Renton,WA 98059 VAIENTE,JOSEPH L 4300 NE Sunset Blvd#L-1 722960-0730-04 Renton,WA 98056 .- YU FANG MING&YAN 801 S 32nd St 722960-0750-09 Renton, WA 98055 LIST OF SURROUNDING PROPERTY OWNERS, CONT. PAGE 5 CR PROPERTIES ti KIHLMAN,ROBERT C 4300 NE Sunset Blvd#M-1 722960-0770-09 Renton,WA 98056 .}_ NGUYEN PHONG THANH 423 Park Ave N 722960-0790-05 Renton,WA 98055 MILLER,ROBERT G 4308 NE Sunset Blvd#N-1 722960-0810-07 Renton,WA 98059 -h LEE, CLIFFORD 4308 NE Sunset Blvd#N-3 722960-0830-03 Renton, WA 98059 4 LIPSCOMB,WILLIAM E 4300 NE Sunset Blvd#J-2 722960-0620-07 Renton, WA 98056 WILLIAMSON,HARRY F&MARIE 4300 NE Sunset Blvd#J-4 722960-0640-03 renton,Wa 98056 HOLM,WARREN K 3815 NE 4th#C-61 722960-0660-08 Renton,WA 98056 X TYNER,PAUL R 4308 NE Sunset Blvd#J-8 722960--680-04 Renton, WA 98059 GLEASON, MAXINE 4300 NE Sunset Blvd#K-2 722960-0700-00 Renton, WA 98055 BELL,MARGIE L 4300 NE Sunset Blvd#K-4 722960-0720-06 Renton,WA 98059 1- MILLER,JEAN&BRIGHTON 1168 Shelton Ave NE 722960-0740-02 Renton, WA 98056 BLODGETT,ALYSSA M 4300 NE Sunset Blvd#L-4 722960-0760-07 Renton,WA 98056 `f WATTS,CALVIN C&BARBARA 5404 SO Orcas 722960-0780-03 Seattle,WA 98118 y LAYER, SEAN&CYNTHIA L 4308 NE Sunset Blvd#M-4 722960-0800-03 Renton, WA 98059 CASTLE,BORIS J&JANIS L 4308 NE Sunset Blvd#N-2 722960-0820-05 Renton,WA 98059 F KIM HUYNH SON 2533 15th S 722960-0840-01 Seattle,WA 98144 y NGUYEN HONG LOI 4308 NE Sunset Blvd#0-1 722960-0850-08 Renton, WA 98056 Y- GEE,JOAN A 4308 NE Sunset Blvd#0-3 722960-0870-04 Renton,WA 98056 LIST OF SURROUNDING PROPERTY OWNERS, CONT. PAGE 6 CR PROPERTIES HSING JUI-SZN 4308 NE Sunset Blvd 722960-0890-00 Renton,WA 98056 CELAYA OCTAVIO&MARGARET 6752 E Speedway 722960-0910-06 CELAYA TY&CAROLYN Tucson,AZ 85710 f WILLIAMS, CARRI A 4308 NE Sunset Blvd#Q-1 722960-0930-02 Renton,WA 98059 I HARRISON,DARCY L 4308 NE Sunset Blvd#Q-3 722960-0950-07 Renton,WA 98059 1- SUTTON,JANELKL M 4308 NE Sunset Blvd#R-1 722960-0970-03 Renton,Wa 98059 y. MCCLOY,RITA A 4308 NE Sunset Blvd#R-3 722960-0990-09 Renton,WA 98055 DREBERT,L SCOTT 4308 NE Sunset Blvd 722960-1010-03 Renton,WA 98059 VO BAO H Q 4308 NE Sunset Blvd. #S-3 722960-1030-09 Renton,WA 98056 'f WEBER,ANGELA J 4308 NE Sunset Blvd#T-1 722960-1050-04 Renton, WA 98059 4 OCONNOR, GREGORY&REBECCA 17410 SE Maple Valley Hwy#68 722960-1070-00 Renton,WA 98056 )C CHANG,PAUL Y 4308 NE Sunset Blvd#0-2 722960-0860-06 Renton,WA 98055 CAO QIN 4308 NE Sunset Blvd#0-4 722960-0880-02 Renton,WA 98056 X WILLIAMS,DONALD W 4300 NE Sunset Blvd#P-2 722960-0900-08 Renton,WA 98055 SWIM WAYNE&RIEL MARSHA 4308 NE Sunset Blvd#P-4 722960-0920-04 Renton,WA 98059 RASMUSSEN,LORRI J 4308 NE Sunset Blvd#Q-2 722960-0940-00 Renton,WA 98056 BIEHN,PATRICIA 4308 NE Sunset Blvd#Q-4 722960-0960-05 Renton,Wa 98055 LIST OF SURROUNDING PROPRTY OWNERS, CONT. PAGE 7 CR PROPERTIES y, MORRIS,BARBARA I 4308 NE Sunset Blvd#R-2 722960-0980-01 Renton,Wa 98059 ,( AMERICAN SAVINGS BANK 101 S 9th St 722960-1000-05 Tacoma,WA 98402 K BRENDAN, RICHARD M 4308 NE Sunset Blvd#S-2 722960-1020-01 Renton,WA 98056 '` SHIN GIL-BOM&JIN-SOOK 4308 NE Sunset Blvd#S-4 722960-1040-07 Renton,WA 98056 ,t HONG,HERBERT 4308 NE Sunset Blvd#T-2 722960-1060-02 Renton,WA 98055 ti:. SCOFIELD,JOHN&NANCY 2809 61st Ave SE 722960-1080-08 Mercer Island,WA 98040 `f LE TUONG VINH&KIM-CUC 4308 NE Sunset Blvd#U-1 722960-1090-06 Renton,Wa 98056 x PAGARAN,WILLIAM A 4308 NE Sunset Blvd#U-3 722960-1110-02 Renton,WA 98055 A PAPPAS,LEWIS&VIVIAN 5308 NE Sunset Blvd#V-1 722960-1130-08 Renton,WA 98059 LIPSCOMB,WILLIAM&LORENA 1542 Magnolia Way W 722960-1150-03 Seattle,WA 98199 GUEVARA,HEIDI M 4308 NE Sunset Blvd#V-5 722960-1190-05 Renton,WA 98056 c KENNY MONA 4308 NE Sunset Blvd#V-7 722960-1190-05 Renton,WA 98056 PAPAGAYO,BASILISA D 4212 S Rose St 722960-1210-01 Seattle,WA 98118 'L ERBENICH NORMAN E 4308 NE Sunset Blvd#W-3 722960-1230-07 Renton,WA 98059 Y MILLER,ROBERT G 4308 NE Sunset Blvd#N-1 722960-1250-02 Renton,WA 98959 LIPSCOMB,WILLIAM&LORENA 1542 Magnolia Way W 722960-1270-08 Seattle,WA 98199 Y. SYLVESTER,ANITA 4308 NE Sunset Blvd#X-1 722960-1290-04 Renton,WA 98056 LIST OF SURROUNDING PROPRTY OWNERS, CONT. PAGE 8 CR PROPERTIES TALLEY,NANCY B 4308 NE Sunset Blvd#X-3 722960-1310-00 Renton,WA 98056 BREITENBACH,KATHY J 4308 NE Sunset Blvd#U-3 722960-1100-04 Renton,WA 98056 YAKE,LEE ANN 1303 N 20th St#C109 722960-1120-00 Renton,WA 98056 t' JONES,JOYCE L&MACKAY TAMMY 4308 NE Sunset Blvd#V-2 722960-1140-06 Renton,WA 98056 MAES,BRIAN C 4308 NE Sunset Blvd#V-4 722960-1160-01 Renton,WA 98059 JONES,KEVIN 0 4308 NE Sunset Blvd. #V-6 722960-1180-07 Renton,WA 98059 7c BEEMAN,JASON&CINDY 4308 NE Sunset Blvd#V-8 722960-1200-03 Renton,WA 98058 LIPSCOMB,WILLIAM&LORENA 1542 Maganolia Way W 722960-1220-09 Seattle,WA 98179 AMERICAN SAVINGS BANK 101 S 9th St 722960-1240-05 Tacoma,WA 98042 COLVIN,DONNA M 4308 NE Sunset Blvd#W-6 722960-1260-00 Renton,WA 98056 TITUS,EDWARD&PAT 4308 NE Sunset Blvd#W-8 722960-1280-06 Renton,WA 98059 HEDLUND,DANNA K 4308 NE Sunset Blvd#X-2 722960-1300-02 Renton,WA 98059 Y ALABASO,ANNABELLE 4308 NE Sunset Blvd 722960-1320-08 Renton,WA 98059 ,c DYER,KIlVIBERLY M 4308 NE Sunset Blvd#X-5 722960-1330-06 Renton,WA 98059 HARNEY,K IMBERLY S PO BOX 50061 722960-1350-01 Bellevue,WA 98015 MYERS,JACQUELINE 4308 NE Sunset Blvd#Y-1 722960-1370-07 Renton, WA 98059 RAMSEY,MARC C 4308 NE Sunset Blvd#Y-3 722960-1390-03 Renton,WA 98056 LIST OF SURRCANI9M PROPERTY OWNERS,CONT. PAGE 9 CR PROPERTIES ANDERSON,RICII E 2401 161st Ave SE#X-6 722960-1340-04 Bellevue, WA 98008 DOANE BETTY SUE&DANNY LEE 4308 NE Sunset Blvd#X-8 722960-1360-09 Renton, WA 98056 MCMANUS,JOAN C 4308 NE Sunset Blvd 722960-1380-05 Renton,WA 98056 GRIMM, SHANNON M 4308 NE Sunset Blvd#Y-4 722960-1400-01 Renton,WA 98059 tiiii)�Y > elProposed Mitigation Measures: ± + The following Mitigation Measures will likely be Imposed on the proposed project.These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. • �. 1\r-r0 - 1. Fire Mitigation Fee:The applicant shall pay the applicable Fire Mitigation Fee,equivalent to$0.52 per square foot of new construction.The fee Is payable prior to the issuance of building permits. NOTICE OF APPLICATION 2. Traffic Mitigation Fee:The applicant shall pay the applicable Traffic Mitigation Fee equivalent to$75 per AND PROPOSED DETERMINATION OF NON- new average daily trip attributable to the project(based on the ITE manual).The fee is payable prior to the Issuance of building permits. SIGNIFICANCE-MITIGATED Comments on the above application must be submitted In writing to Ms.Lesley Nlshihira,Project Manager,Development Services Division,1055 South Grady Way.Renton,WA 98055,by 5:00 PM on October 30,1998.If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact Ms.Nlshihira at(425)430-7270. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. DATE: October 16,1998 • CONTACT PERSON: LESLEY NISHIHIRA(425)430-7270 • LAND USE NUMBER: LUA-98-157,SA-A,ECF I I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION APPLICATION NAME: CR PROPERTIES OFFICE BUILDING • PROJECT DESCRIPTION: The applicant.CR Properties,Is requesting administrative site plan approval and ' environmental review for construction of a 11,424 gross square foot office building.The building Is two stories In height with a footprint of 5,877 square feet.The proposed parking for the project will be on the ground floor level of the -, structure with office space above on the second floor, pp PROJECT LOCATION: 4319 Whitman Court NE kp'r.�a, •'�, �Q, 1j,�'1+�- °�z� OPTIONAL DETERMINATION OF NONSIGNIFICANCE-MITIGATED(DNS-M):As the Lead Agency,the City of P'• • gIG . ".�'6" w1 Renton has determined that significant environmental Impacts are unlikely to result from the proposed project. °©1��4;4^Qj'p�`� • flu AM!n-•°:4+* Therefore,as permitted under the RCW 43.21 C.110,the City of Renton Is using the Optional DNS(M)process to give w.•.".w=E .... - notice that a DNS-M is likelyto be Issued.Commentperiods for the project and the proposed DNS-M are integrated Into o-` " ,,, E Pog Orr O O: - r : a single commentperiod.There will be no comment period following the issuance of the Threshold Determination of "^� • OrH� a ' 9cN g n-:R 9 w i Non-Significance Mitigated(DNS•M).A 14 day appeal period will follow the issuance of the DNS-M. " l :.p,•• t . ' 6 PERMIT APPLICATION DATE: October 9,1998 l • 1m�yr i7r 'i]Da0 t: ..,' •-4.•='�' NOTICE OF COMPLETE APPLICATION: October 18,1998 ••'J:.. i, r a oy,'�� •• Q� . Pe nilsWovlow Requested: SEPA Environmental Review and Administrative Site Plan Approval,Building a j Permits C--- 14 D •1 • .... .•.I(. • U4 _ I- w.-G N -'s r�J7-a j Other Permits which may he required: None known j j':' : •� 5 Requested Studies: Drainage Report,Geolechnical Study - Location where application may .b i '42i._, �„ " be reviewed: Planning/Building/Public Works Division,Development Services Department, : 1055 South Grady Way,Renton,WA 98055 ' ,,�p, B.. r o-.7M I is m�:m o:sK PUBLIC HEARING: No.The review will be conducted administratively. {,.q u , CONSISTENCYOVERVIEW: N 'd • ,��{. s I�� Analytical process tat,-,^ c', I Project consistency refers to whether a project Is consistent with adopted and applicable development regulations,or in >a.w r ° their absence,comprehensive plan poiides.RCW 38.700.110(2)(g)provides Nat the Notice of Application(NOA) _ i+,.!•" Include a statement of the preliminary determination of a project's consistency with the type of land use,level of - T I "er°L;p' d.NE%.� development,Infredmdure,and character of development if one has been made at the time of notice.At a minimum, „�g�}�•° every NOA shall Include a determination of the project's consistency with the zoning,comprehensive plan and i' ~rtl g®5 n' Ki��r'.�J'y�' development regulations. { •""'=` L Land Use: The proposed use is consistent with the Center Neighborhood(CN)zoning designation,as well as the Center Neighborhood Comprehensive Plan Land Use Map designation. Density: N/A Environmental Documents that Evaluate the Proposed Project: None • Development Regulations ' Used For Project Mitigation: The proposal Is subject to the City's SOPA Ordinance,Zoning Code, Public Works Standard's,UBC,and UFC. GENMFLOT.DOC r,.,.minrmar, CERTIFICATION, 1, N I;c},11noi , hereby certify that -3 copies of the above document were posted by me in 3 conspicuous places on or nearby. the described property on PVi d �r Oc t)L6'Cy /to ,, i/#5 • • • Signed: Z€iiP' ! '�i� b ATTEST: Subcribed and sworn before me, a Nortary Public,in and fo e State of • Washington residing in` (f), t9„, , on the S' day of(. //q. • • • • MARILYN KAMCHEFF • COMMISSION EXPIRES 6/29/99 • . • • • ( Y o ♦ b NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE-MITIGATED DATE: October 16,1998 LAND USE NUMBER: LUA-98-157,SA-A,ECF • APPLICATION NAME: CR PROPERTIES OFFICE BUILDING • PROJECT DESCRIPTION: The applicant,CR Properties,is requesting administrative site plan approval and environmental review for construction of a 11,424 gross square foot office building. The building is two stories in height with a footprint of 5,877 square feet. The proposed parking for the project will be on the ground floor level of the structure with office space above on the second floor. PROJECT LOCATION: 4319 Whitman Court NE 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: October 9,1998 NOTICE OF COMPLETE APPLICATION: October 16,1998 Permits/Review Requested: SEPA Environmental Review and Administrative Site Plan Approval,Building Permits • Other Permits which may be required: None known t Requested Studies: Drainage Report,Geotechnical Study Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: No. The review will be conducted administratively. CONSISTENCY OVERVIEW: Analytical process Project consistency refers to whether a project is consistent with adopted and applicable development regulations,or in their absence,comprehensive plan policies. RCW 36.70B.110(2)(g)provides-that the Notice of Application(NOA) include a statement of the preliminary determination of a project's consistency with the type of land use,level of development,infrastructure,and character of development if one has been made at the time of notice. At a minimum, every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and development regulations. Land Use: The proposed use is consistent with the Center Neighborhood(CN)zoning designation,as well as the Center Neighborhood Comprehensive Plan Land Use Map designation. Density: N/A Environmental Documents that Evaluate the Proposed Project: None Development Regulations Used For Project Mitigation: The proposal is subject to the City's SEPA Ordinance,Zoning Code, Public Works Standard's,UBC,and UFC. GENMALOT.DOC Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. 1. Fire Mitigation Fee: The applicant shall pay the applicable Fire Mitigation Fee,equivalent to$0.52 per square foot of new construction. The fee is payable prior to the issuance of building permits. 2. Traffic Mitigation Fee: The applicant shall pay the applicable Traffic Mitigation Fee equivalent to$75 per new average daily trip attributable to the project(based on the ITE manual). The fee is payable prior to the issuance of building permits. 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 October 30,1998. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact Ms.Nishihira at (425) 430-7270. 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• • II • . �V' WNITMRN ,,"C•I/ ,�. 73:02 +:::AH ., �� q� t .yT. i31;1: �' �i NE 1TTN ` • t I I.� L 4L..,I D i lI ECQCIil � 3IW71 �1 ,R I' j.r...-1° N .vL , � 6.E ,O'/Qai JJ I �I I1 •0- ' . y.'Q .,. w i '.. ^ • 1_hi• .%•p=o o f /� p"I ..!�.`. ..ilk. IV'.�. f,NSE -,LENT`RA1L G13 CN p fry i>\._ C i Y RIGNLANU PLAZA; ..l .'.� may. • ® I.. .N,,, *I GN .o e %- Nx y ' _4,, ' NE TN T. . . M.• ; . ® r' � ; ®8656:tiro,�'. �©c.�Q. ..o ., N.E. ..eIOiT.N nnCL. y. ra 'NI W �I q N , • i °' eQ� n LL „ M� re _�W3e: �21 , OQ HE. IOTN 62 •I .E •li 6TN . ; ., .,, � � 1 C:: ~. . _ i r:FAIMAI f1T OOC CITE _IF RENTON , Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • October 16, 1998 Ms. Ellen Chatwin 14205 SE 83rd Street Newcastle, WA 98059 • SUBJECT: CP Properties Office Building Project No. LUA-98-157,SA-A,ECF Dear Ms. Chatwin: < . 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 November 10, 1998. Prior to that review, you will -be notified if any additional information is required to continue processing your application. Please contact me, at(425) 430-7270, if you have any questions. Sincerely, • /awl 11 ,-7JR> Lesley Nishihira • " Project Manager cc: CR Properties, LLC/Owners • ACCDTITR D^C • .. • 200 Mill Avenue South- Renton, Washington 98055 Thic naner contains 50%recycled material.20%post consumer 6sle.,,y >i��CITY <.`P . i TO > ``:'>>`':?'> <>.€.•.`'''.> > >`I«< ' » >''>': <<'<`»illei...>`.i>>>•< > :`:`; >>« .:.;:.;;::.;:.:;:.:;:.;:.;:.;:.;:.;:.:.;::.:<.;:::::::.:::::::::::>:::<:::::::>:<::«:::>::;:>::>::>::»:::«:»:<:::::>:<:::>::»>::::>::::«:::>::>:>«:>::>::»>::>:::...... ISIo > •.:.».ii:,>>.:•.•..>'>'.>.>. ....>.•.».•`._.»'< i '< ><<<> > > '<.':» ' „ ": ..•. . y .••..• •..• ..•• ..... ••••••. •• ...„.••P I•CATI.•O. 1. ..... . ............. ....• .: . . ' '`'0000:#0*INFOI 0,4# >>>.>'«< >'Iiii•>».•• Note::ifi::there is;mor..W.ii an:one::fegal owner please attacF an:add f onal nctstiied:Master.Appl�aation fur each:owner pROJ r EC OR DEVELOPMVE�NTnNAME: NAME: C a Pr ' .to / PROPERTY/PROJECT ADDRESS(S)/LOCATION: y1 ADDRESS: L/3 Jcj !'olo-ina/y1 6,1 / 4 lE. SS/ CITY KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): // ZIP: 74,e0) o s— q-'a S 3—o ff TELEPHONE NUMBER: EXISTING LAND USE(S): �� `'''Z 7 76 61- >'< > ><»APF:LIG;AlV7' if>other..t.. n.tiw..... ........... ...:.. PROPOSED LAND USES: NAME: PtVerGIG (00TO 0 Q- ,w .19u-4- J COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: GN ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: • Celle ne.ISh► rtiroc[ ne- CCU) TELEPHONE NUMBER: PROPOSED ZONING (if applicable): S..... <<'< ' «>> «> ?f<' .............................:::::..:........................................................................................................ SITE AREA (SQ. FT. OR ACFt�DLO �'�) NAME: II)7/�9® + S raArZ Cr FF ,q Ene/-) 0} -/-i-€ii n COMPANY(if applicable): PROJECT VALUE: OCT ® A 998 S-760,a-tv « RECEIVED ADDRESS: � � ��,C'�� i IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? CITY: ZIP: go, , , lG`�� IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY - �/ SENSITIVE AREA? TELEPHONE NUMBER: 1g5 .27 ` . ^ X. iM . ANNEXATION $ SUBDIVISION: COMP. PLAN AMENDMENT $ REZONE $ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ SHORT PLAT $ TEK8PORARY PERMIT $ TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ __ PRELIMINARY PLAT $ �� r~ ~�S|TE PLAN APPROVAL $ /�� FINAL PLAT $ GRADE Q FILL PERMIT $_ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE * (FROM SECTION: > PRELIMINARY WAIVER $ ' -- F|N/\L WETLAND PERMIT $ -- ROUTINE-- MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ 8|ND|NG SITE PLAN $ SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ VARIANCE $ EXEMPTION $Nm ChorOe JENVIRONMENTAL REVIEW $ G-60 ~— REVISION $ _ |' (Print Name tY1 declare that I am (please check one) P"t-he owner of the property involved in this application, the authorized representative to act for the property owner(please attach proof of authorization),and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. OAf op IIATTEST: Subscribed and sworn to before mv, a Notary Public, in and sOTARp to. (Name of-4wner Representative) 0 M: 0 on the `| day of \�/gnoz r Owner/Representative) v� ^~ ^^� /' ��~, (Signature of Nota ublil .................. ......................... . ..........................................t3E�7.EL�PMEt111`�>�.�.....C�S.........�5.�....:::::..............................................................................::.:�::::::..... .1riiiiirmlirlfriTilliiiiilitilfam'' '' ' ` ' :>:. `' ,•, .,.,.•.•.;;.:.•: :� ..i>::% :, ': % ` `' ' r 2' ""''•.' • PERT' :<•:>UU >:.>:<.>::<:»'<.::<'`< > > >> > >>> <> Note;::.>:If«the:re:::[s moro::than one legal Owner,;pteasQ atteotr;:$n additiohal: natarited;Master.APPl�catiort::fbc.eacb::ownet.:> :.....> PROJECT OR DEVELOPMENT NAME: NAME: l / e1e F PROPERTY/PROJECT ADDREAS(S)/LOCATION: ,L ADDRESS: /) 1 .L13`9 I1A7! iv& . CITY: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): ZIP: TELEPHONE NJdMBER: 0.7 76 EXISTING LAND USE(S): . ...... ..................... ............................................................................................ PROPOSED LAND USES: NAME: 4,710-5z COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: eg ,/L4YActe)d — Cc/v.) TELEPHONE NUMBER: PROPOSED ZONING (if applicable): SITE AREA (SQ. FT. OR ACREAGE): NAME /. �� /tom //i l7t) =� �� C�,� ) aD OPMENT PLANNING • COMPANY(if applicable): PROJECT VALUE: CITY OF RENTOI\I • OCT 0a1998 ADDRESS: IS THE SITE LOCATED IN THETHFIEM&IZIPN AREA? CITY(% C.-Li�� ZIP: ga -71? IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMB �r, �� • ::. : ..•::: ;: ' ::::> :: < • •PERT .... A...tfa...°c...h........�... ................s......h......... ........n }� i-,c e ................ ....... .)................:..::::::::::::::.,.. Aat � or-71 /0l lee , St�P,C -!�i- fir'f /76:r °/ • • ::2::: :;'�:::5:: ::�::::i:$:::: :2:::i::::>:: r::::::::::::::is%:ii::>ii:2:?:::: :>::.::�>:.>:.:;�::.:::>:>::;•::.;;:;;.:::;::::�:;:•::.:�>:;:::�:::;�>:>:.::y::'::>:'":$";:_,..j.>:;;:.::::.%>.::::::::::i::::::::i::Y;:i::::;::::::::::::::::::::::::::::::::::::::::::�:::::::::: ::::::::s3::::::::::::: :: :::::: :>::»::::::>::>:::;:>::>::>::>:>:>::>::;::»>::>::»>::»::>: . . � spa .:.......Ihex...............e.....�ee• ............................:. ............. ::.:::.;::.;>::.:.:.::.:<.:::.::.:::.::;::. ::.>:::::�:Gh.�e.c1� a.....a . .�catv........ es.t. a�a .. .......... ... . .:::: ::::::::::::::.::::.::::::::.:....:.................................PP::.:.:..::.:::::.......tYP:::......:...:.......:.: •PIS...Y �::::.::::,.:,.:::.::,::::.:::.::,:::...::::.:..:::::.:.::.::::::::.::.:..::.::::::::.:...::.::•.:: _ANNEXATION $ SUBDIVISION: • _ COMP. PLAN AMENDMENT $ • _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ . _ SHORT PLAT $ _TEMPORARY PERMIT $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ o-Srit PLAN APPROVAL $AU V`s _ FINAL PLAT $ • _GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER. $ _ FINAL • _WETLAND PERMIT $ _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ • _ CONDITIONAL USE $ • _VARIANCE _ EXEMPTION $No Charge _ ENVIRONMENTAL REVIEW $ REVISION $ • • I, (Print Name) 1-4AvCWLI q-01.0bo' ,declare that I am (please check one)y the owner of the property involved in this application;_the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. _=,\NE M �‘1. ATTEST: Subscribed and sworn to before a eir a p�blioo4Ipnd `C'•' 9 for the State of `VvqM H residing at�� .\ E',f:•. .46 (Name of Owner/ epresen tive) ken}, U. , on the � ,NOTAgy p. �� D,p cam-,he-r19,�Q / :t� in. O i 114p1( 1 (> pLIBLIC ( i nature of Owner/Repre ntative) •••.•s. 2 .•'• (Signature of Notary Public) % Op..1 HNC?_ 'e>sect on to tie iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii c lleted by City Staff) > >::EM >< <'`> >>'<` < MEis i ' »iEw:.• ::::.::CI ::::1"III:::Num),4r.: <:::>::::»::»>::>:::<:>::::>::;::<>:::«:::::>:<:::<::»::>::::>::::>::A::....A..b.....13SR:«:<:CA...5.....CA... .....CP.......OU.A......CtJ:.H;:>..IrC .... :::...::::::::::::.:::::.::::::::::::::::..:::.:..::::,:,..::.:::::,::::.::::::::::.,:.........:.......... .............:..:......................................... ....... .... ........... .............................................................. ... MASTERAP.DOC REVISED 8/97 0 p CITY OF RENTON �A T r��1 ; ; Planning/Building/Public Works F ©® "° �1 �e. ta ` OCT 16'9 8 m5 200 Mill Avenue South -Renton,Washington 98055 CO 0 .2 .9 1c PBMETER * ADDRESS SERVICE REQUESTED • W..• 7204260 U.S. POSTAGE 722960-0330-08 549999 AMERICAN SAVINGS BANK (�p . BGX 2037 • 98401 TACOt4A .WA AD�RSSEE `" - -- -- ,A. .., 1. RETURN UNttKNOAWaN 1t t f. . 1 1 t 1 1 J 9 _. RLI URN TO SENDER CiU'«.2-07.1 .S./i:.ie. thiliitt1t11ttttIthilthilliFttiifitilalt1uulititittitial I n ti October 6, 1998 City of Renton Planning Department 1055,South Grady Way Renton, WA 98055 • RE: Construction Mitigation Description Proposed Consumer Connection Office Complex Located at Whitman Court N.E. near Sunset Boulevard Our Job No. 6813 Upon issuance of the SEPA determination and all other applicable permits and approvals, construction will begin on this project. Construction activity will be completed approximately three months from the start date of the project. All construction will occur within one phase. The hours of construction operation will be from approximately 7 a.m. to 7 p.m., six days a week. Proposed hauling and transportation routes are not yet determined. Due to a minimal quantity of noise,dust, etc., being expected, no measures are proposed. Also, at this-time, no special hours of construction, hauling, or preliminary traffic control are expected. MEAT uN\l`l t' DeVecl1 OF E'•�N�O` ®cI ® 91 "* cE JE INA- _ CITY OF RENTON ENVIRONMENTAL CHECKLIST OUR JOB NO. 6813 A. BACKGROUND INFORMATION 1. Name of proposed project, if applicable: Consumer Connection Office Complex 2. Name of Applicant: CR Properties Mr. Gary Chatwin 400 - 108th Avenue N.E., Suite 600 L�:F,�pp��r Bellevue, Washington 98004 CITY OF N 'b1 3. Address and phone number of applicant and contact person: OCT (� -,� dv z,� Engineer: • EcEi v Barghausen Consulting Engineers, Inc. 18215 72nd Avenue S. • Kent, Washington 98027 Attn: Mr. Mark Peterson (425)251-6222 4. Date checklist prepared: October 1998 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Upon issuance of the SEPA determination and all other applicable permits and approvals, construction will begin. Construction activity will be completed approximately three months from the start date. All construction will occur within one phase. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None related with this proposal. • 6813.003 [MP/jss/ec] 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. The following is a list of environmental information prepared for this project: • Geotechnical engineering study by Earth Consultants Inc., dated July 17, 1998. 9. Do you know whether applications are pending for governmental approvals of other proposals dire,ctly affecting the property covered by your proposal? If yes, explain. ... None to our knowledge. 10. List any government approvals or permits that will be needed for your proposal, if known. Federal: None identified State: Washington State Department of Labor and Industry • Electrical Permit Local: City of Renton • SEPA Threshold Determination • Site Plan approval (grading, drainage, road improvements and utility review) • Building Permit(inclusive of plumbing and mechanical) • Fire Marshal review 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This project includes the construction of a new office building of 5,877 square feet of occupiable space located on the second floor above a parking area at grade level. The site is 11,970 square feet, and is undeveloped. Other site improvements include landscaping, paving, lighting, and signage. Utilities will be tied into existing utilities located at adjacent street. 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 6813.003 [MP/jssfec] are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Address: Located at Whitman Court N.E., near Sunset Boulevard (SR-900) Renton, Washington Parcel No: LUA-89-101-SHPL and LND-20-0167 - Lot 2 6813.003 [MP/jssfec] • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? Approximately 1 percent. 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. The geotechnical engineering study notes that the soils of the site consist of silty sand(SM),graded sand with silt(SP-SM), graded gravel with silt and sand (GP-GM), with silt(ML) and silty sand(SM). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications of unstable soils on-site or in the immediate vicinity of the site. It is unknown if there is a history of unstable soils in the area. e.' Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. To balance the site and provide the desired finished grades, the project is not expected to require imported or exported fill. f. Could erosion occur as a result of clearing,construction,or use? If so, generally describe. Air and water erosion of the soils during the grading and filling activity associated with this project is a possibility. However, it is not anticipated to be significant due to the level nature of the site and other mitigating measures. 6813.003 [MP/jss/ec] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT g. About what percent of the site will be covered with impervious surfaces after project construction? Approximately 71 percent of the site will be covered with impervious surfaces after project completion. h. Proposed measures to reduce or control erosion,or other impacts to the earth, if any. Proposed measures to reduce or control erosion according to the City of Renton standards and best management practices established in the Washington State Department of Ecology Puget Sound Manual. 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. The. project will result in minor emissions to the air, both during •; construction and following facility completion. During construction, air • impacts may result from the construction vehicle emissions and airborne dust resulting from earth work activities. Following construction, minor emissions to the air will result from patron and service vehicles entering and exiting the site upon project completion. The amount of emissions to the air will be compatible with the established commercial character of the neighborhood. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any. Due to the minimal emission generated by this project, there are no measures proposed at this time to mitigate automobile emissions. To 6813.003 [MP/jss/ec] • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT reduce/control the quantity of dust emitted to the air during construction, the'site will be sprinkled, as needed, with water. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round 'and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Honeydew Creek realignment crosses the site within an existing 20 foot drainage easement. East of the site the conveyance channel is open. However, the creek crosses the site through an existing 36-inch culvert. Honeydew Creek is a seasonal stream. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described water? If yes, please describe and attach available plans. • Yes. Site improvements consisting of ac paving, curb, and gutter, as well as landscaping will be installed over the conveyance pipe. All improvements will be consistent with any restrictions of the existing drainage easement. No realignment of the open channel or 36-inch culverts are proposed. 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. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. None. 6813.003 [MP/jss/ec] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. According to the Flood Insurance Rate Map, No. 53033C0668f, Panel 668 of 1725, the subject site is in zone designation "X," areas determined to be outside the 500-year floodplain. 6) Does the proposal involve any discharges of waste materials to surface water? If so, describe the types of waste and anticipated volume of discharge. None. b. Ground: 1) Will groundwater be withdrawn, or will water be discharged to groundwater? 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: 1) Describe the source of runoff(including stormwater) 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. As typical of any commercial project,there is a network of catch basins and conveyance pipes that route water collected from the building and 6813.003 [MP/jss/ec/ph] • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT the paving areas to the intended discharge location. This system will 'be designed in accordance with the King County standard requirements for conveyance capacity and velocities. The 25-year storm event was used for sizing of these pipe systems. The 100-year storm event will also be reviewed,for a possible backwater analysis condition. • 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. The detention and water quality design for this project has been based on the King County Surface Water Design Manual dated January 1990,revised November 1995. Based on this manual and Section 1.2.3, .Core Requirement No. 3, Runoff Control, this site will qualify as having negligible peak runoff rate increases. The manual'states " The proposed project site post-developed peak runoff rate `for the 100-year/24-hour duration design storm event is calculated for each discharge location to be less than 0.5 cfs more than the peak runoff rate for the existing site conditions." Per calculations the 100-year/24-hour post-developed event peak rate is 0.28 cfs. Given this information, it does not appear that this site will require a detention system. The project will provide catch basins and spill control separations prior to release to the public storm system. 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, bulrush, skunk cabbage, other 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT water plants: water lily, eelgrass, milfoil, other X' other types of vegetation blackberry b. What kind and amount of vegetation will be removed or altered? All on-site vegetation within the development area will be removed. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered species on or near the site. 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT d. Proposed landscaping, use of native plants, or other measures to .V preserve or enhance vegetation on the site, if any. The development will be enhanced through the provision of perimeter and parking lot landscaping. Native plants have been utilized where appropriate to increase the form and function of the landscape areas. 5. Animals a. Circle any birds an animals which have been observed on or near the site or are known to be on or near the site: X 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 to our knowledge. c. Is the site part of a migration route? If so, explain. Not to our knowledge. 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. Electricity will be used for heating, cooling, and lighting. 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 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. Energy efficient lighting. Project will meet Washington 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. Police and/or fire department services in case of emergency. 2) Proposed measures to reduce or control environmental health hazards, if any. No. b. Noise: 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Existing noise generated by vehicular traffic on the adjacent rights-of-way are not anticipated to impact this project. 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic,construction,operation,other)? Indicate what hours noise would come from the site. Noise associated with construction activity on-site will be minimal and will only occur during normal working hours. Noise created by the completed project will be consistent with the other commercial activities in the area. 3) Proposed measures to reduce or control noise impacts, if any. Any noise generated by the completed project will not have a lasting or harmful affect on the site or surrounding properties. Therefore, no measures are proposed to reduce or control noise impacts. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Site is vacant. West: Sunset Auto Center South: 120-Unit Condominium East: Vacant North: Office b. Has the site been used for agriculture? If so, describe. Not to our knowledge. c. Describe any structures on the site. None. d. Will any structures be demolished? If so, what? None 6813.003 [MP/jss/ec/pti] • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT e. What is the current zoning designation of the site? Center Neighborhood (CN) f. What is the current comprehensive plan designation for the site? Center Neighborhood (CN) according to the City of Renton Long Range Planning Map adopted February 20, 1995. g. If applicable,what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. None to our knowledge. i. Approximately how many people would reside or work in the completed project? 10 to 16 workers. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any. None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The project will be consistent with the City of Renton vision of this area according to the goals, objectives, and policies of the City of Renton Comprehensive Plan, and development standards of the CN zone and other applicable regulations. 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 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. None. • 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building material(s)proposed? The office roof ridge height is approximately 31 feet. The principal exterior building material is stucco. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any. Architectural features and perimeter landscaping are provided to produce a high quality development that will promote and enhance the existing commercial character of the neighborhood. 11. Light and Glare 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT a. What type of light or glare will the proposals produce? What time of day would it mainly occur? Any light impacts from the completed project would occur from interior and exterior building lighting, internally illuminated signs, lot lights, and from headlamps of vehicles maneuvering on-site. These light impacts will occur in the evening hours and the late afternoon hours of the winter months. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts,if any. Cut'off style fixtures if required. Perimeter landscaping will assist in attenuation of light spill over to adjacent properties and right-of-way. 12. Recreation a. What designation and informal recreational opportunities are in the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. None. 6813.003 [MP/jss/ec/ph] • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 13. Historic and Cultural Preservation ' .V a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers to be on or next to the site. If so, generally describe. No. b. Generally describe any landmarks or evidence of historic,archaeologi- cal,scientific,or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any. None. 14. Transportation • a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on-site plans, if any. N.E. Sunset Boulevard and Whitman Court N.E. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. c. How many parking spaces would the completed project have? How many would the project eliminate? 0 eliminated, 18 provided. 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. 6813.003 [MP/jss/ec/ph] • • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 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. Please see attached Traffic Impact Analysis. g. Proposed measures to reduce or control transportation impacts,if any. The City of Renton has required calculation of trip generation developed from the project as a condition of the Pre-Application Review. The trip generation traffic is the peak hour traffic influence to the adjacent street system. The proposed project is an office building to be used for employment operations research. Based on the business hours of operation the a.m. peak hour is expected to be 7:15 a.m. to 8:15 a.m., with the p.m. peak hour to be 4:45 p.m. to 5:45 p.m. The project traffic calculations were based on referencing the Trip Generation Manual, 5th Edition, Section 710, "General Office Building," Table 4. The square footage of the proposed project is 5,877 square feet. The following is our trip generation peak hour volume forecast. • AM Peak hour equals 19 vehicle trips. • PM Peak hour equals 20 vehicle trips. The traffic mitigation fee is assessed at the rate of$75 per calculated trip. With a total project trip generation of 39 vehicles, the total fee assessment will be $2,925. 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. No,other than the usual and customary services. Building will be Type V, one hour construction. 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT b. Proposed measures to reduce or control direct impacts on public services, if any. See above (15a). 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utilities providing the service,and the general construction activities on the site or in the immediate vicinity which might be needed. Proposed: Electricity - Puget Sound Energy Telephone - U. W. West Communications Water - City of Renton Sewer - City of Renton C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand the lead agency is relying on them to make its decision. Signature: l ti/V Date 6813.003 [MP/jss/ec/ph] EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (do not use this sheet for project actions) Because these questions are very general,it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster ate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish or marine life? Proposed measures to protect or conserve plants, animals, fish or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic. rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 6813.003 [MP/jss/ec/ph] • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify,if possible,whether the proposal may conflict with local,state, or federal laws or requirements for the protection of the environment. 6813.003 [MP/jss/ec/ph] DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS :: •;:.:_:::�:::;: �:: �:>:RE • U REMENTS• :':��:.,::::'::::;�::::: '......:. Y........... ........... X............. .........................................:.:.: :.....:..:.................... ..... Calculations, Survey, Drainage Report 2 .:':': %::#::::::::::v:':;:111:: :: 11.1::::::<:;: ::>::::>: k; :;.11 1111 '1111.:>:::'':::'::<::::<:>'<:::::?<::::::::::::::: ...::;.:;::.;:.;;.:.�:;: :.::. • Elevations, Grading 2 . E::;�«:•>:>:::;<:::::'o�e:;:::ants,::.:•::::.c o r'><e>:��G o ....................................................................................................... ........................... .......................... ....... ............... ..................................................................... Existing Easements (Recorded Copy) 4 > > > ><>>: ><>< >> ; < > `» >< <`<s< €<>' '< <'> :................:.:<;:«:: :;::::<::>::>:::»:>•;':;: ..::.:::::::.:: Floor Plans 3 AND 4 • Geote t finical R �:::'p: ;::•;�:�: ;:';:"�:::�"::`' `�5'�:� '��i``?;'E'�:? `.S`:`':' 3�� '��i�`E��::'::: `'•?? ?EE ;`:� �'3��`# <'�i'':z�':''��`�i�`�� ':�'s��fi'5�'•`�>':i<' '<�:<? `:` Grading Plan, Conceptual 2 King County Assessor's Map Indicating Site 4 forg.:::..:,g::::::::. :..:.�:::..:..�::::.::::::::.:.:..:.:::..:::<.::.:::::::::::.:..::::::::::::::.:::.;::;:;:.;•;.;::;:. Legal Description 4 ndin �..ropeftyOwners4 : List.�of.Srgindn9P::::P Y.... .. ...... ......... .............. .: Mailing Labels for Property Owners 4 :.......... Ma .of:Existin -Site:Conditions4. .. :. ::. ..:....:.:.:.:.:...::.:.:. ..:::.:::.::..::.:....:..:...::.:.....:....::.•:::•::,..:.:•._::::..::::::...:...:.:... Master Application Form 4 Monu ent Cads(o:ne .•er monument :.`. .• : <'<'>: `' <': 1.1 <»`'`'``>E`: <:<': ` >'.» 11,1 >;1111 : : . m...nt..:...r..:..:( n.::P:....::m.:::.:...:::.::::.:.).:..: .: .:: .:; .::.:�::.;.;.:..� ;:.�:.:::.;:;:.::;.::>:. Parking, Lot Coverage & Landscaping Analysis 4 • Plan Red .ct on. �::MT..�... .:..' Postage 4 Public.W0 Mks A roval tter2 Title Report or Plat Certificate 4 T0 o raPhY: aP 5 :co tours 3 :..• • Traffic Study 2 • Tree Cutti Ne etation ClearingPlan 4 Utilities Plan, Generalized 2 Wetlands Planting Plan 4 Wetlands::Study4 . • This requirement may be waived by: �t4T �O;a /� 1. Property Services Section pE��10i-�{ O� PROO�JECT NAME: PRVP k 19 2. Public Works Plan Review Section q �9 3. Building Section 00 n DATE: /Oh MO • 4. Development Planning Section �� ¢GHA VS CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES mom_ �\ da- Zse, yA October 2,1998 HG ENnis4,4 - ENNT P�MN1% Ms. Laureen Nicolay DEVEC, OF RElyT01U City of Renton Planning Department C� O 1g98 200 Mill Avenue South Renton, WA 98055 REGENED RE: Project Narrative/Site Plan Submittal 11�� Proposed Consumer Connection Office Complex Located at Whitman Court N.E. Near Sunset Boulevard Our Job No. 6813 Dear Ms. Nicolay: On behalf of CR Properties, our office is submitting the necessary information for site plan approval. The proposed improvements of the site involve construction of a new 5877 square foot ± office building with occupiable space located on the second floor above a parking lot area at grade level. The site of 11,970 square feet,is currently undeveloped and zoned CN(Center Neighborhood). The adjacent zoning is CN to the north, east, and west, and RM-N to the south. The project site is adjacent to Whitman Court N.E. on the west property line. An existing office is located to the north, and multi-family complex to the south. At this time, the use to the east is unknown. The location of the proposed building meets the required setbacks within the City of Renton code. Along the street side,architectural window walls and pedestrian access are proposed which requires approval from your department to allow reduced street setback requirements from 10 feet to 0 feet. Along the north property line is a 20 foot drainage easement,which is to remain. The proposed lot coverage is approximately 49.1 percent which is below the 50 percent maximum per the City of Renton code. The building roof height is approximately 31 feet above existing grade where 35 feet is maximum. Since parking is at grade level a minimum 10 foot landscape strip will run along street side except at lobby area. Landscaping will also be located at east property line and at parking areas, though not required. As stated above, pedestrian access will be provided from Whitman Court N.E. Parking provided by this proposal will be in conformance with City code. City code requires minimum 3 stalls per 1000 square feet of building area. As the site plan illustrates, 18 parking stalls have been provided on-site. Access to the site will be provided by two way access at the north, with one way egress to the south. Two way access will also be provided between lots 1 and 2 per cross access agreement. As required by your office, the following are being submitted for your use and review: 1. Eleven copies of the Master Application. 2. Twelve copies of the Environmental Checklist. 3. Three copies of the Title Report. 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX _ Ms. Lauren Nicolay City of Renton Planning Department -2- October 2, 1998 4. Two copies of the mailing labels. 5. Two copies of the current property owners list. 6. Five copies of the pre-application meeting summary. 7. Twelve copies of the project narrative. 8. Five copies of the construction mitigation description. 9. Eleven copies of the neighborhood detail map. 10. Twelve copies of the site plan with analysis. 11. Twelve copies of the architectural elevations. 12. Twelve copies of the grading plan, utility plan, drainage plan, and drainage report. 13. Five copies of the geotechnical report. 14. Five copies of the landscape plan. 15. Five copies of the floor plan. 16. One copy of the plan reductions. 17. One copy of the color display maps. If you have any questions, or need additional information regarding the application documents, please feel free to contact me. Respectfully, �, Mark Peterson Project Architect MP/ph [6813Cc.002] enc: As Noted cc: Mr. Gary Chatwin, CR Properties Ms. Ellen Chatwin, CR Properties Mr. Thomas A. Barghausen, Barghausen Consulting Engineers, Inc. Mr. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. Mr. Hal P. Grubb, Barghausen Consulting Engineers, Inc. J{��/! �/�r1I( ��Z S>2 r,� �� '4.V�.0 Fli.t% CERTIFICATE OF FORMATION :';)P 199i OF ~F • - CR PROPERTIES, LLC AtCF•.�L; • . Pursuant to Title 25.15 of the Revised Code of Washington,the undersigned does hereby submit this Certificate of Formation for the purpose of forming a limited liability company: .11 ARTICLE I NAME The name of this company is CR PROPERTIES, LLC ARTICLE II DURATION The period of duration of this company is perpetual. ARTICLE III PRINCIPAL PLACE OF BUSINESS The address of the company's principal place of business is: 400 108th NE, Suite 600, Bellevue,WA 98004. ARTICLE IV REGISTERED OFFICE AND AGENT The street address of the registered office of the company is the same as the address of the registered agent, and the name and street address of the registered agent for service of process is: SC&B Services, Inc., 999 Third Avenue, Suite 3000, Seattle, Washington 98104. _._ ARTICLE V MANAGEMENT The company shall be managed by the member or members. v• u' 0F 00 ®169145.Ir3m51h1012050.00092 1 ®�� \� .6 MOY PC 'oo 1 c:A 4 "'PP, ZAn QAG Dor-r A? it '1 n'c VCU 601 SSZ O. : FILE -,,4,;f1�VlaPPJ"• CERTIFICATE OF FORMATION APP ! '` 199r • OF • CR PROPERTIES, LLC •tCh':1csz•• ; ,• Pursuant to Title 25.15 of the Revised Code of Washington,the undersigned does hereby submit this Certificate of Formation for the purpose of forming a limited liability company. ARTICLE I NAME The name of this company is CR PROPERTIES, LLC ARTICLE II DURATION • The period of duration of this company is perpetual. ARTICLE III PRINCIPAL PLACE OF BUSINESS The address of the company's principal place of business is: 400 108th NE, Suite 600, Bellevue,WA 98004. ARTICLE IV REGISTERED OFFICE AND AGENT The street address of the registered office of the company is the same as the address of the registered agent, and the name and street address of the registered agent for service of process is: SC&B Services,Inc.,999 Third Avenue, Suite 3000, Seattle, Washington 98104. ARTICLE V MANAGEMENT The company shall be managed by the member or members. 1691/5.1gmS1tl012050.00092 1 MAY 2g '00 1 c:n 4 nsg. 7nf1 QRCA DOrr n? iIy •' .. ARTICLE VI EXECUTION The individual executing this document is Christopher R. Osborn. The address of said individual is Short Cressman&Burgess P.L.L.C.,3000 First Interstate Center, 999 Third Avenue, Seattle, WA 98104-4088. DATED this 22nd day of April, 1998. N Chcistophtc' sbo Capacity: itorney-At-Law Address: 999 3rd Avenue, Suite 3000 Seattle, WA 98104-4088 The undersigned consents to appointment as the registered agent for service of process on the limited liability company. DATED this 22nd day of April, 1998. SC&B SERVICES, INC. By: i‘1.•L. �5( /`x..ed.Pl ---__.• Its: Assistant Secretary • 169145.1/3m211012050.00092 2 MAY Gig 'qg 9g:44 206 340 e956 PATE.03 r CR Properties,LLC OPERATING AGREEMENT THIS AGREEMENT is entercd into as of the day of April, 1998,by and between Howard Robboy,a single person and Gary Chatwin, a married person, sometimes referred to herein individually and collectively as "Members." RECITALS A. The Members own, develop and lease certain real and personal property. B. The Members desire to form a limited liability company (the "LLC") under the laws of the State of Washington upon the terms and conditions set forth herein. C. Except as may otherwise be specifically provided herein,the rights and liabilities of the Members shall be governed by the Washington Limited Liability Company Act, Ch. 25.15 RCW. AGREEMENT 1. Name and Purpose. The LLC shall be known as CR Properties, LLC and it shall engage in the business of investing in, developing, leasing and selling real property, fixtures, and personal properties and in any other lawful business as decided upon by the Members. 2. Principal Place of Business. The principal office and place of business of the LLC shall be maintained at 400 108th NE, Suite 600, Bellevue, Washington 98004, or such other place as the Members may agree upon and designate. 3. Term. The LLC shall commence upon the date of filing of the Certificate of Formation of the LLC with the Secretary of State's Office and shall continue until dissolved,terminated,and wound up as provided herein. 4. Capital Contributions. The Members have contributed on an equal basis such capital as they deem necessary for the operation of the LLC. A separate capital account shall be maintained for each Member in accordance with the requirements of Section 1.704-1(b)of the federal income tax regulations (Title 26 of the Code of Federal Regulations). A Member's capital account shall be increased by his original and any future capital contributions and his distributive share of LLC income and gains, and will be reduced by distributions of cash or other property to the Member and • MAY 06 '98 16:44 206 340 8856 PAGE.04 his distributive share of LLC expenses, losses, and deductions. Neither Member shall withdraw any part of his capital account without the consent of the other Member. Neither Member shall be entitled to receive any interest on his capital contributions or his capital account balance. Each Member's initial capital account shall be as reflected on the LLC's books and records as of the date of formation of the Company. 5. Additional Contributions to Capital. Each Member shall make additional equal capital contributions as unanimously agreed to by the Members. Should either Member fail to contribute his sharkof an agreed additional capital contribution within twenty days after additional contributions are approved and determined to be necessary, the other Member may, at his option: (a) elect to dissolve the LLC as set forth herein; or (b) make a loan bearing interest at the rate of 12%per annum to the LLC of the required amount. The non-defaulting Member electing to make such a loan shall be entitled to repayment of that loan,plus all accrued interest,before any distribution of capital or profits is made from the LLC,unless otherwise unanimously agreed in writing by the Members. 6. Profit and Loss. LLC profits and losses shall be allocated as follows: Howard Robboy 50% Gary Chatwin 50% 7. Management. Each original Member as set forth herein, so long as he is a Member,shall be a Manager and participate in the control,management, and direction of the LLC and, except as otherwise provided herein, shall have authority to bind the LLC within the ordinary course of the LLC's business. The,following acts may be done only upon the agreement of all Managers: (a) borrowing or lending money in the name or on behalf of the LLC; (b) purchasing, leasing,selling,pledging, or mortgaging any LLC property, or entering into any contract for any such purpose other than in the ordinary course of LLC business; (c) knowingly allowing or causing anything to be done whereby LLC property may be seized or attached or its ownership or possession otherwise endangered; and I68657.2/3m4,l016E26.00001 MAY 06 '9t 15:4c 206 340 P856 PAnc.05 voi vv/ao racer iv:Y! rm Gvv vYv vvvv .+u.+... ........+.+,w16.. .,. .'v.w.+v .. • (d) distributing cash to the Members. 8. Indemnification. To the full extent permitted by law,the LLC shall indemnify any Member who was or is a party, or is threatened with being made a party, to any civil,criminal,administrative or investigative action, suit or proceeding,by reason of the fact that he is or was acting on behalf of the LLC, against expenses (including attorneys' fees),judgments, fines and amounts paid in settlement, actually and reasonably incurred by him in connection with such suit or procccdings,unless such suit or action is caused by the person's intentional or reckless wrongdoing. This indemnity shall extend only to actions brought by non-Members,and shall not relieve a Member from any normal liability for sharing in LLC losses. 9. Voting. Any LLC decision requiring a vote of the Members requires the consent of both Members. No Member has a right to convey or assign to a non-Member the right to vote his interest in the LLC. 10. Banking. All funds of the LLC shall be deposited in its name with a bank or banks selected by the Members in accounts designated by the Members. All LLC funds shall be subject to withdrawal on the signature of any Member, or the signature of an individual designated in writing by the Members. 11. Accounting. Proper and complete books of account of the LLC business shall be kept at the LLC's principal place of business and shall be open to inspection by each Member at any reasonable time during business hours. Within ninety(90) days after the end of each fiscal year of the LLC,the LLC shall furnish to each Member an annual report of LLC financial affairs for the year. 12. Restrictions on Transfer. No Member may sell,transfer, assign, or pledge or otherwise encumber or permit any encumbrance of all or any part of his interest in the LLC without the unanimous consent of all Members. Any other attempt to so transfer or encumber any such interest in the LLC shall be void. In the event of the filing of a voluntary or involuntary petition with respect to a Member under the Federal Bankruptcy Act or comparable state law (if such involuntary proceeding is not terminated within thirty(30) days of filing),the making of any assignment for the benefit of a Member's creditors,the insolvency of a Member, or the subjection of a Member's LLC interest to a judicial sale,then the other Member shall have an option to purchase the LLC interest for either(a) its net book value as of the last day of the month preceding the event triggering the determination, or(b)the price and terms paid by the purchaser at the involuntary sale,whichever is less. The net book value shall be determined by the certified public accountants regularly employed by the LLC, or if 165657.2/3m4x/016E26.00001 3 there be none,by a certified public accountant acceptable to both Members. Such determination shall be made using generally accepted accounting practices and principles, and, in the absence of fraud,shall be conclusive and binding upon the Members and any third party. This option must be exercised within ninety(90) days after the other Member has received actual notice of the event triggering the option. If the option is not exercised,the LLC shall be dissolved. 13. Bus-Sell in Event of Deadlock. If the Members are unable to agree on a major decision or otherwise are unable to agree concerning the affairs of the LLC, either Member may proceed as follows: (a) The Member declaring the deadlock("Initiating Member")shall provide to the non-initiating Member a written notice of his intention to invoke the provisions of this section together with a value of the LLC ("Price Notice"). (b) The non-initiating Member shall have 30 days after receipt of the Price Notice provided for above within which to elect to purchase the entire interest of the Initiating Member in the LLC for a cash amount equal to the Initiating Member's percentage interest multiplied by the value of the LLC specified in the Price Notice. If the non-initiating Member does not respond or elects by written notice not to purchase the interest of the Initiating Member within 30 days,then he or she shall sell his interest to the Initiating Member for a cash amount equal to the non-Initiating Member's percentage interest multiplied by the value of the LLC specified in the Price Notice. (c) The purchase and sale shall close within 90 days after the non- initiating Member has notified the Initiating Member of his election or the non-initiating Member has failed to respond within the time period set forth therein. 14. Buy-Sell in Event of Death. (a) - On-the death of a Member,his estate and heirs shall have the option to sell all of his interest in the LLC to the other Member at the price and terms provided for in this Agreement, and the other Member shall purchase all of the deceased Member's interest in the LLC at the same price and terms if said option is exercised. The said option shall be exercised by a deceased Member's estate and heirs by a written notice from them to the surviving Member within 60 days of the date of the deceased Member's death. The closing date shall be on or before ninety(90) days following the determination of the purchase price. (b) The value of the LLC shall be determined by negotiation between the purchaser and the seller. If they do not agree within sixty (60) days,the value shall be 163657,2/3m4xl016226.00001 4 .-....- nn vv. vv. vv IT YY lv•9v Y.•o rvv v-•v vvvv vv.... v..r.v v.•.... v. ✓v.vry Lvvv determined by arbitration as set forth herein. To determine the purchase price to be paid for a Member's interest under this section,the value of the LLC shall be multiplied by the transferring Member's percentage interest in the LLC. (c) If the purchaser and the seller do not agree on the value of the LLC within sixty days of the commencement of negotiation concerning the value of the LLC, they shall mutually select an arbitrator, or if they cannot agree on one arbitrator,then each shall choose an arbitrator within seven days of notice from the other and each arbitrator shall choose a third arbitrator within seven days of the appointment of the last of the first two arbitrators. If either seller or purchaser does not choose an arbitrator within the ten (10) day period,the arbitrator chosen by the other shall be the sole arbitrator. if the two arbitrators do not choose a third arbitrator within the seven(7)day period, either seller or purchaser may seek appointment of a third arbitrator by the presiding judge of the King County Superior Court. Seller and purchaser shall each submit to the third or sole arbitrator and exchange with each other in advance of a hearing in Seattle,Washington, their determinations of value.The third or sole arbitrator shall be limited to determining the value of the Company by choosing only one or the other of the two offers submitted. The decision of the third or sole arbitrator shall be rendered within thirty (30) days after the hearing and shall be binding on the parties. Arbitration shall be governed by the rules of arbitration set forth in Chapter 7.04 of the Revised Code of Washington, or with respect to matters covered therein,by the rules and regulations of the American Arbitration Association. The Members agree that the purchase price so determined will be the selling Member's percentage interest multiplied by the value of the LLC for the purposes of this section,and that all of the LLC's assets(tangible and intangible) and liabilities (actual and contingent)were considered in selecting the method for determining and the ultimate value of the LLC. (d) Unless agreed otherwise,to the extent that the purchase price is not funded by life insurance proceeds,twenty-five percent(25%) of the purchase price shall be paid in cash on or before the closing date and the balance of the purchase price shall be paid in four(4)annual installments beginning one (1)year after the closing date. Interest on the declining balance shall be ten percent(10%)per annum(or at such higher rate as may be required by §1274(d)of the Internal Revenue Code, if applicable). The purchase price and terms shall be reflected on a nonnegotiable promissory note which shall be signed by the purchaser and delivered to the seller. The purchaser may prepay any portion of the note at any time without penalty. (e) Should a deceased Member's estate and/or heirs elect to remain as a Member, the management of the LLC shall be carried on by the surviving Member who shall then be the sole Manager of the LLC. 5 163657.2/3m4x10161126.00001 MP\V nr .M .r. .r 'S I -,wr, rrrr rnr- PYP9 r1 1 .. 15. Dissolution. The LLC shall be deemed dissolved upon the occurrence of any of the following events: (a) At the end of any term stated in the certificate of formation; (b) • Agreement of the Members; or (c) The death, insanity,bankruptcy or withdrawal of any Member, unless the remaining Member or Members agree to continue the LLC within ninety (90) days of such event. 16. Termination. Upon dissolution,the LLC shall terminate and be wound up. The LLC property shall be sold(and any Member may be a purchaser of all or any portion thereof)and its liabilities paid or provided for. The remaining assets shall be distributed to the Members pro rata in accordance with their capital accounts;provided however,that if any Member has a negative capital account balance,such member shall be required to contribute to the LLC for distribution cash in an amount equal to such negative capital account balance,which contribution shall be made in all events within ninety(90) days of liquidation of the Member's interest as determined under Treasury Regulations Section 1.704-1(b)(2)(ii)(g). 17. Spouses'Signatures. The respective spouses of the Members have signed this Agreement as evidence of their intentions to comply with all of its terms and agree that their interests in their respective spouses' ownership interests in the LLC (if any) are subject to the provisions of this Agreement. if the marriage of a Member should be dissolved, the spouse and Member hereby contract with the other Member that any ownership interest in the LLC held by the spouse shall be distributed to the Member in the dissolution. Each spouse hereby irrevocably appoints her Member/spouse as her true and lawful attorney and agent, with full power and authority in her name and place to make, execute,swear to, acknowledge, deliver, file and record all documents appropriate to carry out the provisions of this Agreement. This section is not indicative of whether any present or future spouse has or does not have a community property interest in the LLC. 18. Notices,. Any notices or demands permitted or required hereunder shall be in writing and delivered either personally or by certified or registered mail addressed to the address set forth on the signature page or such other address as the Members designate in writing. All notices shall be deemed received on the date the postmark is affixed by the United States Postal Service. 168657.2/3m4x1016E26.0000) 6 ..n� nr• nn . .r :-„- .n nnrr• nnn.- nn • 19. Governing Law. This Agreement shall be interpreted, construed and enforced in accordance with the laws of the State of Washington. 20. Entire Agreement. This Agreement represents the entire agreement of the parties with respect to its subject matter. There are no other prior or contemporaneous agreements, either written or oral, among the parties with respect to this subject. No provision of this Agreement may be modified in any way without the written consent of each party. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first written above. Howard Robboy, mber and Manager Gary hatwin, Member and Manager Ellen Chatwln, Wile ADDRESS: ADDRESS: `?24+,4/ /Nitta,( ) /42. Se.. F?�o sP"" /421L,QA S/wuQ l /Vet✓Cele. G✓.d-- 168657.2/3m4x1016826.00001 7 • (VY Obi CITY OF RENTON FIRE PREVENTION BUREAU ��20 • MEMORANDUM DATE: July 13, 1998 _ �0 i0 11/17 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: CR Properties Office, 4300 Block itman Ct. NE Fire Department Comments: 1. The preliminary Fire flow is 5250 GPM which requires one fire hydrant within 150 feet of the building and five additional hydrants within 300 feet of the building. 2. A fire mitigation fee of$6,240.00 is required based on $.52 a square foot of the building square footage. Please feel free to contact me if you have,any questions. Ciry0 ,� �``' �fo,rc, OCT ® a I`,7 City of Renton InterOffice Memo To: Peter Rosen From: Kayren K.Kittrick • Date: July 22, 1998 Subject: Consumer Connection Office Complex PreApplication Review NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. WATER 1. There is an existing 12-inch water line in Sunset Blvd.NE and an 8-inch diameter water line in Whitman CT NE. There is a modeled fire flow ranging from 2,500 to 4,500 GPM in the vicinity with a static pressure averaging 65 psi. There is at least one fire hydrant available to the site. 2. The Water System Development Charge (SDC) will be assessed at the rate of$0.113 per square foot of the gross area of the site. (11,970 x.113 =$1,352.61) 3'. Water meters shall be installed by city crews unless additional water lines are required for this project. A separate meter for irrigation is required. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in Whitman CT NE. 2. The Sanitary Sewer SDC will be assessed at the rate of$0.078 per square foot of the site area. (11,970 x .078=$933.66). STORM DRAINAGE 1. A limited level one drainage report is required for this project. Water quality and retention/detention facilities must be provided for in accordance with the King County Surface Water Design Manual. 2. The Surface Water SDC is assessed based on the total new impervious surface square footage as reflected in the final design. The fee is assessed at a rate of$0.129 per square foot of new impervious surface, including any building installation. At a 50% lot coverage the fee could be calculated to be 11,970 x .5 x$0.129 = $772.07. Final calculations may be different. TRANSPORTATION 1. The traffic mitigation fee will be assessed at a rate of$75 per additional trip. Calculation of this fee will be in accordance with the ITE manual for the use by square footage of the building. 1 ` 1 Consumer Connection Office Complex PreApplication Review 7/22/98 _ Page 2 2. Full street improvements including, but not limited to, paving, sidewalks, curb and gutter, • street signs and street lights are required and may exist total or in part. Any construction or repairs to bring substandard or damaged facilities to city standards may be required. 3. All new wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. PLAN REVIEW 1. No construction permit is anticipated. If a construction permit is required due to requirements placed on this project,three copies of the drawings,two copies of the drainage narrative, a construction estimate and application fee shall be submitted at the new City Hall, sixth floor customer service counter. A.fee worksheet is attached for your use, but prior to preparing a check it is recommended to call (425) 430-7266, for a fee estimate as generated by the permit system. CC: Neil Watts CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: June 23, 1998 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: CR Properties Office-Pre-Application File#98-55 We have completed a review of the pre-application for the proposed CR Properties Office. Listed below are our preliminary findings. Every attempt is made to ensure that these comments are complete; however, a more thorough examination of the project at the time of application submittal may reveal additional issues. Zoning. The subject site is zoned Center Neighborhood (CN). Office are permitted as a secondary use in the CN zone subject to the following conditions: 1) Size and location of these uses will be reviewed as part of the site plan approval. 2) The total gross square footage of these uses shall not exceed 50% of the gross square footage of the site. The proposed building area of 6,000 square feet slightly exceeds 50% of the 11,970 square foot site area. Development Standards Setbacks-The CN zone requires a front setback of a minimum of 10 feet and a maximum setback of 15 feet. The code allows the minimum setback to be reduced down to zero feet through the site plan review process provided that blank walls are not located within the reduced setback. The pre-application requests a reduced front yard setback. This should be stated clearly on the project narrative submitted with the site plan application. No side or rear yard setbacks are required.. Landscaping- The CN zone requires a minimum landscape strip of 10 feet along public streets, except where reduced through the site plan review process. This landscape strip must be provided on the applicant's property. It appears the required landscaping would be provided except at the front lobby area. Again, this exception should be clearly stated on the project narrative submitted with the site plan application. The code requires a pedestrian connection between the building entry and the street frontage sidewalk. With a zero setback,the site plan complies with this code requirement.. Building Height- The maximum building height in the CN zone is 35 feet. The pre-application does not indicate a building height. Lot Coverage- Lot coverage for buildings shall not exceed 65% of the total lot area. Lot coverage may be increased to 75% if parking is provided within the building or parking garage. Parking- The Parking and Loading Ordinance requires a minimum of 3 and a maximum of 4.5 parking spaces per 1,000 square feet of gross floor area. The 6,000 square foot building would require between 18 and 27 parking spaces. The pre-app indicates 17 spaces would be provided on-site and one parking space on the adjacent property. To count the parking space on the adjacent property, the applicant must demonstrate that the space is over the parking needs required for the office use on the adjacent property. CR Properties Office.DOC Required parking stall dimensions are 20 feet in length and a 9 foot width with an 12 foot aisle width for one way circulation. The pre-app appears to meet these requirements. Permit Requirements. The proposal would require SEPA environmental review and administrative Site Plan Review. The permits would be conducted concurrently and would take 6 to 8 weeks. SEPA Environmental Checklist-A SEPA environmental checklist must be submitted with the application materials. The Environmental Review Committee (ERC) will review the proposal and issue a threshold determination. • Site Plan Review - Site Plan Review is required for all development proposals (which meet SEPA thresholds) in the Commercial Arterial (CA) zone designation. Site Plan Review evaluates site layout, building orientation, pedestrian and vehicular circulation, parking, screening/buffering, and code/policy compliance, according to specific criteria outlined in the Site Plan Review Ordinance (Section 4-31-33). cc: Jana Huerter CR Properties Office.DOC RECEIVED JUL 1 0 1998 MEMORANDUM ECONOMIC�EVELOPM ENT. NEI�HBORHOOOS.E I AND STRATEGIC`l.bh: v DATE: t /- 9- cie TO: Long Range Planning FROM: Jim Hanson, Development Services Division Director • SUBJECT: New Preliminary Application: (. Y°lrp-cize O9[c LOCATION: u 114(0 0 ' jigej0 6MO*6) Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Please submit your written comments to Pad"- no later than s-r . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. .5iTC IS OEb14NPTC'n GiENT€ (L MC14H}3Ue-H000 AN0 ZONE LF . No Po[.,cY J6 u53 . S-03-1998 3:35PM FROM CONSUMER CONNECTION 206 29G 9568 I . d vv,uus av ls:LA VAA ZAAtZBs wASII1HGTON TITLE li002 -df-0*681 • WASHINGTON TITLE COMPANY 15 S.Brady Way, Suite 120,Reston,Washington 880561425125E-7575 FAX 1425)255-0235 1800)215.9404 COMMITMENT FOR TITLE INSURANCE NO. R205289-2 YNQUIl P.S SHOULD BE MADE TO: • Customer Reference: Unit 2-(425)255.7943 Seattle(206)682-5269 MEC Moguls John Wickwire, Sr. Title Officer Kathy Hashbarger, Title Officer Andrea Maldonado, Title Assistant Effective Date; March 24, 1998 at 8:00 a.m. SCHEDULE A 1. Policy or policies to be issued; 1992 ALTA Owner's Policy Coverage : Standard Liability : S 100,000.00 Premium : 5405.00 Tax : S34.83 • PROPOSED HUYEA: • CR PROPERTIES, LLC 1992 ALTA Loan Policy Coverage :Extended Liability : TO BE DETERMINED. • PROPOSED LENDER: TO FOLLOW 2, The estate or interest in the land described or referred to in this commitment and covered herein is a FEE SIMPLE. 3. WASHINGTON TITLE COMPANY agrees to issue on request and on recording of appropriate documents,its policy or policies as applied for, with coverage as indicated, based on the preliminary commitment Fee simple title to the property described herein is vested,on the date shown above, in: MEC MOGULS,a Washington General Partnership subject only to the exceptions shown herein and to the terms, conditions,and exceptions contained in the policy form.. • DEVELOP`WENT M_J" 11NG 1 CITY OF P.LN(u I cixizzurD OCT 0 9 1999 • ECENED 6-03-1998 3:35PM FROM CONSUMER CONNb.0 I ILJN 210b 226 9568 `:, r. va.ve. "air sa.LA IAA eaauias WARIINGTON TITLE ?1003 Commitment.No.R205289-2 SCHEDULE A CONTINUED 4. The land referred to in this Commitment is described as follows: Lot 2,City of Renton Short Plat No. SHPL•101-89 "B",recorded under Recording Number 9408239006, in King County,Washington. END OF SCHEDULE A • • • COAMMED 6-0j-1�JJt3 3:35PM FROM WNWM J WNNIC:11UN "Gut) b �bbrs r. , %ruu id/eo imu ld:6t IAA ZbbUZtiS WASEINGT1tr TITLE 0004 Commitment No. R205289-2 • SCHEDULE B Schedule;B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS: A. Rights or claims disclosed only by possession,or claimed possession,of the premises. B. Encroachments and questions of location,boundary and area disclosed only by inSpoetion of the premises or by survey. C. Easements,prescriptive rights,rights-of-way,streets,roods,alleys Or highways not disclosed by the public moth. D. Any Iten,or right to a lien.for contributions to employee benefit funds,or for costa workers'ooatpensatiou, or for services.labor,or material heretofore or hereafter Atria/bed.all as imposed by law.and hot shown by the public records. E. Taxes or special rise semeuts which art not yet payable or wttkh are not shown as existing liens by the public retar'ds• F. Any service installation,connection,tnstatenaaee,top,capacity or Construction thanes for sewer,wester, aim:tricdy,amoral gas or other utilities,or garbage collection and disposal. G. Reservations sad exceptions in United States Patents or is Acts sathorWng the issuance thereof. IL iodise tribal codes or reg■latloas,laahae treaty or aboriginal rights.including easements or equitable cervttuda. I. Water rights,damns or title to water. Y. Defects.liens,cam sibrasces.adverse claims or other matters,if any,ereata 4,Ikat appearing in the public records or attaching subsequent to the effective date hereof bat prior to the date the proposed Insured acquires of record Tor value the estate or interest or mortgage thereon covered by this commitment. SPECIAL EXCEPTIONS: 1, RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NOYt LAILRN PACIFIC RAILROAD COMPANY: Reserving and excepting from said lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for mining operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the same. RECORDING NUMBER: 60425 NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the land or rights so reserved. 3 cormivueo O-CiJ 1�JJ�J ..7=J Jr 11 111u1•1 1...4.JIVJIA`7GK ..h.NVIVGV I M r . .+ 08/03/88 WED 13:22 FAX 2550285 WASHINGTON TITLE Vb005 • Commitment No. R205289-2 . 2_ AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN; • • IN FAVOR OF: City of Renton,a municipal corporation FOR: Sewage pipe lines DISCLOSED BY INSTRUMENT RECORDED: January 17, 1964 RECORDING NUMBER: 5634201 AFFECTS: West 5 feet 3. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STAB THERM: IN FAVOR OF: City of Renton, a municipal corporation FOR: Sewage pipe lines DISCLOSED BY INSTRUMENT RECORDED: January I7, 1964 RECORDING NUMBER: 5684202 AFFECTS: West 5 feet 4. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: • May Creek Flood Control Zone District FOR: A drainage channel and/or other flood control works DISCLOSED BY INSTRUMENT RECORDED: • October 20, 1965 RECORDING NUMBER: 5943050 AFFECTS: 15 feet on either side of center line 5, AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: • IN FAVOR OF: May Creek Flood Control Zone District FOR: A drainage channel and/or other flood control works DISCLOSED BY INSTRUMENT RECORDED: October 20, 1965 RECORDING NUMBER: 5943051 AFFECTS: 15 feet on either side of center line 4 CONTINUED .3:zoi."M f KUM L.UIVJUMCK C:UNN L I 1 UN L1 ID LLo b5bt3 N.b ' 06/03/98 WED 13:23 FAX 2550285 WASHINGTON TITLE (7 006 • ' Commitment No.R205289 2 6. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES MR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton,a municipal corporation FOR: Not disclosed DISCLOSED BY INSTRUMENT RECORDED: June 13, 1975 RECORDING NUMBER: 7506130631 AFFECTS: Not disclosed 7. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton,a municipal corporation FOR: Roadway and public utilities(including water and sewer) DISCLOSED BY INSTRUMENT RECORDED: January 7, 1980 RECORDING NUMBER: 8001070451 AFFECTS: A strip of land being 20 feet in width lying 10 feet southerly and northerly as measured at right angles to the following described centerline, located in the southwest quarter of Section 3,Township 23 north, Range S east, W.M.; Commencing at interest of • • • Sunset Boulevard Northeast and Whitman Court Northeast;thence south 1'05'18"west,a distance of 193.24 feet.along the centerline of Whitman Court Northeast;thence south 82°31'34" east a distance of 30.30 feet to a point on the easterly right-of-way line of Whitman Court Northeast and.the point of beginning of said easement centerline;thence south 82'31'34" east a distance of 68.03 feet, more or less to the terminus of said easement centerline 8. RELEASE O1 DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: City of Renton AND: MEC Moguls RECORDED: December 13, 1984 RECORDING NUMBER: 8412130468 9. City of Renton ordinance as disclosed under King County,Recording Number 8612031455. 5 caln sur.o b—t7.5-1W 0 3: rM rKUM cUNUMt.K UUNNt.L 11uN zr�o Gtb r. 08/03/08 WED 13:23 FAX 2530285 WASHINGI'ON TITLE e007 Commitment No. R205289-2 10. COVENANTS,CONDITIONS;RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT FLAT: RECORDED: • August 23, 1994 RECORDING NUMBER: 9408239006 11. DEED OF TRUST,AND THE TERMS AND CONDITIONS TDEREOF: GRANTOR: MEC Moguls,a Washington general partnership TRUSTEE: Savren Service Corporation, a Washington corporation BENEFICIARY: First Savings Bank of Renton ADDRESS: 201 Wells Avenue South, pO Box 360,Renton, WA 98055 LOAN NO.: Not disclosed AMOUNT: S220,000.00 DATED: January 7, 1994 RECORDED: 'January 11, 1994 . • RECORDING NO.: 940111061 S 12. Terms and conditions of the partnership/joint venture agreement, and any amendments thereto,for MEC Moguls,a Washington general partnership. 13. Any conveyance or encumbrance of partnership property must be exeeurcd by all of the general partners, unless otherwise provided for in the partnership agreement. A copy of said agreement, and any amendments thereto must be submitted to the Company for review prior to closing. • 14. Matters of record,if any,against the names of the undisclosed partners of MEC Moguls,a Washington general partnership. 15. Effect of Quit Claim Deed recorded June 25, 1997 under King County Recording Number 9706251862_ Grantor: Lawrence R. Eager d/b/a MEC Moguls Grantee: Eager Family Living Trust, Lawrence R.Eager and Jeanne M. Eager, co-trustees As of the date•of execution, Lawrence R. Eager d/b/a MEC Moguls,held no interest in said proPerty. 16. Terms And conditions of the partnership/joint venture agreement, and any amendments thereto, for 3 L Enterprises, a general partnership. Said partnership is a general partner of vcstee herein. We should be furnished with the partnership agreement and any amendments hereto. • 6 CONTINUED rKUM UU VJUMCK wivivu.0 I auiv Grw LLD Waco 06/03/98 WED 13:24 FAX 2S50285' WASHINGTON TITLE lJ008 Commitment No. R205289.2 17. GENERAL AND SPECIAL TAXES AND CHARGES: First half delinquent May 1, Second half delinquent November 1: YEAR: 1998 GENERAL TAXES: AMOUNT BILLED: S1,260.82 AMOUNT PAID: $0.00 • AMOUNT DUE: S1,260.82 SPECIAL DISTRICT: AMOUNT BILLED: S5.00 AMOUNT PAID: $0,00 AMOUNT DUE: $5.00 TAX ACCOUNT NUMBER: 032305 9283-04 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: S95,700.00 Improvements: $0.00 18. Title is to vest in Limited Liability Company to be formed, and will then be subject to: 19. SATISFACTORY SHOWING must be made that the Articks of Organization of the Limited Liability Compoany have been tiled with the Secretary of State in accordance with statute. 20. ANY DOCUMENT to be executed on behalf of the herein Limited Liability Company must be executed in accordance with the operating agreement of said company. 21. A COPY CERTIFIED as true and correct of said Operating Agreement rnyst be submitted for our examination prior to closing. 22. Payment of Real Estate ExciseTax,if required. The property described herein is situated within the boundaries of local taxing authority of City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1.78'/o. 23, Matters relating to ALTA Extended Policy coverage and/or Homeowners Endorsement coverage: The results of our inspection will be furnished by supplemental report. END OF SPECIAL EXCEPTIONS 7 caomru&D 6-0.6 i-KUM CONSUMER CONNECT 1 UN :66b L ' O8/03/98 SPED 13:24 FAX 2550285 WASHINGTON TITLE rib009 Commitment No. R205289-2 NOTES: • A. The language contained in the printed Exclusions from coverage and Conditions'and Stipulations of the Policy committed for may be examined by inquiry at the office which issued the Commitment, and a specimen copy of the insurance Policy Forms) referred to in this Commitment will be furnished promptly upon request. B. Investigation should be made to determine if there are any service, installation, maintenance, or connection charges for sewer, water, electricity or Metro Sewer Treatment Capacity Charge. C. In the event•the transaction fails to close and this commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. D. Abbreviated Legal for purposes of King County Recorders Office is: Lt 2, City of Renton Short Plat, Recording#9408239006. E. The Loan Policy to be issued will contain a Form 8.1 (Environmental Protection Lien) Endorsement. cc: MEC Moguls Howard Robbcy/Gary and Ellen Chatwin Commonwealth • END OF SCHEDULE B 8 CONTINUED r KUM I+UNJUM.K L UiNNt.L 1 1 UIN.ee+o cco o000 4 o6G09/98 WED '13:24 FAX 2550285 WASHINGTON TITLE 0010 • Commitment No.R205289-2 COMMITMENT FOR TITLE.INSURANCE TICOR.TITLE INSURANCE COMPANY, a California corporation,by Washington Title Company, a Washington corporation, its authorized agent,herein called the Company, for a . valuable consideration, hereby commits to issue the policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof: This Commitment shall.be effective only when the identity of the proposed insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is prelitoinftry to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate one hundred eighty (180) days after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. • WASHINGTO • t r# , as Agent • i Authorized Si ory 9 11/04/98 WED 13:13 FAX 2550285 WASHINGTON TITLE 001 WASHINGTON TITLE COMPANY 15 S. Grady Way, Suite 120, Renton, Washington 98055 1425)255-7575 FAX (425)255-0285 _ Seattle (206)682-5269 DEVELOPMENT PLANK::4:; C It Properties CITY OF RENTON 400 108th Street Northeast #600 ® 1998 Bellevue WA 98004 RECEIVED Enclosed, please find your policy for Title Insurance. Thank you for using Washington Title Company. WASHINGTON TITLE COMPANY 11/04/98 WED 13:13 FAX 2550285 WASHINGTON TITLE 4 002 SCHEDULE A Policy No. R205289 Amount of Insurance: $100,000.00 Date of Policy: May 27, 1998 Premium: $405.00 at: 1:41 p.m. Sales Tax: $34.83 1. Name of Insured: CR PROPERTIES, LLC 2. The estate or interest in the land which is covered by this policy is: FEE SIMPLE 3. Title to the estate or interest in the land is vested in: CR PROPERTIES, LLC 4. The land referred to in this policy is described as follows: Lot 2, City of Renton Short Plat No. SHPL-101-89 "B", recorded under Recording Number 9408239006, in King County, Washington. 1 R205289 SCHEDULE B Policy No. R205289 EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: GENERAL EXCEPTIONS: A. Rights or claims disclosed only by possession,or claimed possession,of the premises. B. Encroachments and questions of location,boundary and area disclosed only by inspection of the premises or by survey. C. Easements, prescriptive rights, rights-of-way, streets, roads, alleys or highways not disclosed by the public records. D. Any lien,or right to a lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. E. Taxes or special assessments which are not yet payable or which arc not shown as existing liens by the public records. F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water, electricity, natural gas or other utilities,or garbage collection and disposal. G. Reservations and exceptions In United States Patents or in Acts authorizing the issuance thereof. H. Indian tribal codes or regulations,Indian treaty or aboriginal rights,including easements or equitable servitudes. I. Water rights, claims or title to water. SPECIAL EXCEPTIONS; 1. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: Reserving and excepting from said lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for mining operations and the right of access to such reserved and excepted mineral lands,including lands containing coal or iron, for the purpose of exploring, developing and working the same. RECORDING NUMBER: 60425 NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the land or rights so reserved. 2 R205259 11/04/98 WED 13:14 FAX 2550285 WASHINGTON TITLE, 0 004 2. , AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN; IN FAVOR OF: City of Renton, a municipal corporation FOR: Sewage pipe lines DISCLOSED BY INSTRUMENT RECORDED: January 17, 1964 RECORDING NUMBER: 5684201 AFFECTS: West 5 feet 3. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton, a municipal corporation FOR: Sewage pipe lines DISCLOSED BY INSTRUMENT RECORDED: January 17, 1964 RECORDING NUMBER: 5684202 AFFECTS: West 5 feet 4. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: May Creek Flood Control Zone District FOR: A drainage channel and/or other flood control works DISCLOSED BY INSTRUMENT RECORDED: October 20, 1965 RECORDING NUMBER: 5943050 AFFECTS: 15 feet on either side of center line 5. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN; IN FAVOR OF: May Creek Flood Control Zone District FOR: A drainage channel and/or other flood control works DISCLOSED BY INSTRUMENT RECORDED: October 20, 1965 RECORDING NUMBER: 5943051 AFFECTS: 15 feet on cithcr side of center linc 3 R2O5239 11/04/98 WED 13:14 FAX 2550285 ' WASHINGTON TITLE QJ005 6. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton, a municipal corporation FOR: Not disclosed DISCLOSED BY INSTRUMENT RECORDED: June 13, 1975 RECORDING NUMBER: 7506130631 A}'FI;CTS: Not disclosed 7. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN; ' IN FAVOR OF: City of Renton, a municipal corporation FOR: Roadway and public utilities(including water and sewer) DISCLOSED BY INSTRUMENT RECORDED: January 7, 1980 RECORDING NUMBER: 8001070451 AFFECTS: A strip of land being 20 feet in width lying 10 feet southerly and northerly as measured at right angles to the following described centerline, located in the southwest quarter of Section 3, Township 23 north, Range 5 east, W.M.; Commencing at interest of Sunset Boulevard Northeast and Whitman Court Northeast; thence south 1°05'18" west, a distance of 193.24 feet along the centerline of Whitman Court Northeast; thence south 82°31'34" east a distance of 30.30 feet to a point on the easterly right-of-way line of Whitman Court Northeast and the point of beginning of said easement centerline; thence south 82°31'34" east a distance of 68.03 feet, more or less to the terminus of said easement centerline 8. RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: City of Renton AND: MEC Moguls RECORDED: December 13, 1984 RECORDING NUMBER: 8412130468 9. ' City of Renton ordinance as disclosed under King County,Recording Number 8612031455. 10. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT: RECORDED: August 23, 1994 RECORDING NUMBER: 9408239006 4 R205289 11/04/98 WED 13:15 FAX 2550285 _ WASHINGTON TITLE Z 006 it 11. GENERAL AND SPECIAL TAXES AND CHARGES; First half delinquent May 1, Second half delinquent November 1: YEAR: 1998 GENERAL TAXES: AMOUNT BILLED: $1,260.82 AMOUNT PAID: $630.41 AMOUNT DUE: $630.41 SPECIAL DISTRICT: AMOUNT BILLED: $5.00 AMOUNT PAID: $2.50 AMOUNT DUE: $2.50 TAX ACCOUNT NUMBER: 032305-9283-04 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $95,700.00 Improvements: $0.00 END OF POLICY 5 R2o52s9 iir vvr vv u s\ iv ann rvvvwv nnaniouiviv LILLE, Cuu, 1 HOME OWNER'S INFLATION PROTECTION ENDORSEMENT Issued by TICOR TITLE INSURANCE COMPANY Attached to and forming a part of Policy of Title Insurance No. R205289 The Company,recognizing the current effect of inflation on real property valuation and intending to provide additional monetary protection to the insured Owner named in said Policy,hereby modifies said Policy, as follows: 1. Notwithstanding anything contained in said Policy to the contrary, the amount of insurance provided by said Policy, as stated in Schedule A thereof, is subject to cumulative annual upward adjustments in the manner and to the extent hereinafter specified. 2. "Adjustment Date"is defined, for the purpose of this Endorsement,to be 12:01 a.m. on the first January I which occurs more than six months after the Date of Policy, as shown in Schedule A of the Policy to which this Endorsement is attached, and on each succeeding January 1. 3. An upward adjustment will be made on each of the Adjustment Dates,as defined above,by increasing the maximum amount of insurance provided by said Policy(as said amount may have been increased theretofore under the terms of this Endorsement) by the same percentage, if any, by which the United States Department of Commerce Composite Construction Cost Index for the month of September immediately preceding exceeds such index for the month of September one year earlier; provided,however, that the maximum . amount of insurance in force shall never exceed 150% of the amount of insurance stated in Schedule A of said Policy, less the amount of any claim paid under said Policy which, under the terms of the Conditions and Stipulations,reduces the amount of insurance in force. There shall be no annual adjustment in the amount of insurance for years in which there is no increase in said Construction Cost Index. 4. In the settlement of any claim against the Company under said Policy, the amount of insurance in force shall be deemed to be the amount which is in force as of the date on which the insured claimant first learned of the assertion or possible assertion or possible assertion of such claim, whichever shall first occur. PROVIDED, HOWEVER, this endorsement shall be effective only if one of the following conditions exists at Date of Policy: a. The land described in this policy is a parcel on which there is only a one-to-four family residential structure, including all improvements on the land related to residential use,in which the insured Owner resides or intends to reside;or b. The land consists of a residential condominium unit,together with the common elements appurtenant thereto and related to residential use thereof, in which the Insured Owner resides or intends to reside. This Endorsement, when countersigned below by an authorized signatory, is made a part of the policy and is subject to all the terms and provisions thereof and of any prior endorsements thereto. Except to the extent expressly stated,it neither modifies any of the terms and provisions of the policy and prior endorsements,if any,nor does it extend the effective date of the policy and prior endorsements or increase the face amount thereof. IN WITNESS WHEREOF, the Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers. 1 . TICOR TITLE INSURANCE COMPANY a iAutho ed Signatory INFLATION PROTECTION ENDORSEMENT Reorder Form No.7686 it i I WASHINGTON TITLE COMPANY 15 S. Grady Way, Suite 120, Renton, Washington 98055 (425)255-7575 FAX (425)255-0285 • DECLARATION OF ESCROW SERVICES ESCROW NO. R205289 TITLE NO. R201040 DATE: May 7, 1998 Both Purchaser and Seller acknowledge by their signature hereon the following: I have been specifically informed that WASHINGTON TITLE COMPANY (therein after designated WASHINGTON TITLE) is not licensed to practice law and no legal advice has been offered by WASHINGTON TITLE or any of its employees. I have been further informed that WASHINGTON TITLE is acting only as an escrow holder and that it is forbidden by law from offering any advice to any party respecting the merits of this escrow transaction or the nature of the instruments utilized, and that it has not done so. I have not been referred by WASHINGTON TITLE to any named attorney or attorneys or discouraged from seeking advice of any attorney but have been requested to seek legal counsel of my own choosing at my own expense, if I have doubt concerning any aspect of this • transaction. I further declare all instruments to which I am a party, if prepared by WASHINGTON TITLE, have been prepared under the direction of my attorney or myself and particularly declare that copying legal description from title reports into forms of deed, etc., or reforming of the legal descriptions or agreements is, or will be solely at my direction or request. THE UNDERSIGNED HAVE READ AND FULLY UNDERSTAND THE FOREGOING CLOSING INSTRUCTIONS AND ALSO THE DECLARATION SET FORTH ABOVE AND AGREE TO THE•SAME. C R PROPERTIES, L.L.C. MEC MOGULS, a Washington General — — �,_._.._._.- Partnership-- - I After recording return to: C R PROPERTIES, L.L.C. 400 108TH ST. NE, SUITE 600 BELLEVUE WASHINGTON 98004 Filed for Record at the Request of Washington Title Company R205289 LPB-10 STATUTORY WARRANTY DEED THE GRANTOR MEC MOGULS, a Washington General Partnership for and in consideration of Ten Dollars and Other Good and Valuable Consideration in hand paid, conveys and warrants to CR PROPERTIES, LLC the following described real estate, situate in the County of KING, State of Washington: Lot 2, City of Renton Short Plat No. SHPL-101-89 "B", recorded under Recording Number 9408239006, in King County, Washington. Subject to easements, covenants, conditions and restrictions shown on Exhibit "A" as hereto attached and by this reference made a part hereof. • STATE OF WASHINGTON } COUNTY OF KING } On this day of May, 1998, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared JEANNE M. EAGER, General Partner of;3 L ENTERPRISES, A Washington General Partnership and KIMBERLY A. McDONALD, General Partner respectively, of MEC MOGULS, a Washington General Partnership the partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument. Witness my hand and official seal hereto affixed the day and year first above written. , Notary Public in and for the State of Washington residing at My ap _ - DELORIS A. VANVLECK STATE OF WASHINGTON STATE OF WASHINGTON } NOTARY--.--PUBLIC COUNTY OF KING }I My Cam�ittbe EpiN 1401 On this day personally appeared before me JEANNE M. EAGER to me known :o be the individual(s) described in and who executed the within and foregoing instrument, and acknowleged that SHE signed the same as HER free and voluntary act and deed, for the uses and purposes therein mentioned. ', nder my hand and officiC seal this - day of 41998 ' _e_jz,--t,t_a." .), /a___,.c..-. 7.-6.-Ci-- !-Jelor,',s A , VAn l/Le-ck Notary Public innd for the State of Washington residing at ke bey My commission expires: / -.^e DELORIS A. VANVLECK STATE OF WASHINGTON NOT .—PUBUO MyCAM& Ol Escrow No. R205289 RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: Reserving and excepting from said lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for mining operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the same. RECORDING NUMBER: 60425 NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the land or rights so reserved. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton, a municipal corporation FOR: Sewage pipe lines DISCLOSED BY INSTRUMENT RECORDED: January 17, 1964 RECORDING NUMBER: 5684201 AFFECTS: West 5 feet AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton, a municipal corporation FOR:- Sewage pipe lines DISCLOSED BY INSTRUMENT RECORDED: January 17, 1964 RECORDING NUMBER: 5684202 %xi Qr c_feet --- Escrow No. R205289 DISCLOSED BY INSTRUMENT RECORDED: June 13, 1975 RECORDING NUMBER: 7506130631 AFFECTS: Not disclosed AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: City of Renton, a municipal corporation FOR: Roadway and public utilities (including water and sewer) DISCLOSED BY INSTRUMENT RECORDED: January 7, 1980 RECORDING NUMBER: 8001070451 AFFECTS: A strip of land,being 20 feet in width lying 10 feet southerly and northerly as measured at right angles to the following described centerline, located in the southwest quarter of Section 3, Township 23 north, Range 5 east, W.M.; Commencing at interest of Sunset Boulevard Northeast and Whitman Court Northeast; thence south 1°05'18" west, a distance of 193.24 feet along the • centerline of Whitman Court Northeast; thence south 82°31'34" east a distance of 30.30 feet to a point on the easterly right-of-way line of Whitman;Court Northeast and the point of beginning of said easement centerline; thence south 82°31'34" east a distance of 68.03 feet, more or less to the terminus of said easement centerline RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: City of Renton AND: MEC Moguls RECORDED: December 13, 1984 --- --_ RECORDIN-G_NUMBER: 8412130468 ESCROW NO. : R205289 DATE: DECEMBER 11, 1997 NOTICE OF COMPLIANCE WITH A.P.R. 12 TO: SELLER & PURCHASER: IN ACCORDANCE WITH THE REQUIREMENTS OF THE SUPREME COURT OF THE STATE OF WASHINGTON, WASHINGTON TITLE COMPANY HAS THE DUTY TO INFORM YOU OF THE FOLLOWING: 1) Neither the Closing Officer nor his employer, Washington Title Company, is acting as the advocate or representative of either party; 2) The Closing Officer will prepare documents which affect the legal rights of the parties; 3) The parties may have differing interest in the documents; 4) The parties have the right to be represented by attorneys of their own selection, and each party may have a separate attorney; EACH PARTY IS HEREBY ADVISED TO OBTAIN THE ADVICE OF AN ATTORNEY, OR REPRESENTATION BY AN ATTORNEY, IN CONNECTION WITH THIS TRANSACTION. 5) The Closing Officer may not give legal advice to the parties concerning the manner in which the documents affect those parties. The Closing Officer is permitted only to select and complete documents which have been approved by the Limited Practice Board in accordance with a written Purchase and Sale Agreement which contains all of the basic terms of the transaction. The C ing cer is no permitted to negotiate the terms which are not included in the written Purc se arid ale Ag ent. e Closing Officer is not permitted to practice law. ..„ee a4t_ / Your Closing Officer in the transaction is: DEE VAN VL CK LPO#218, 8 ESCROW INSTRUCTIONS FOR PURCHASE AND SALE TO: WASHINGTON TITLE COMPANY TITLE ORDER NO. R201040 ESCROW NO. R205289DVV ESTIMATED SETTLEMENT DATE: MAY 8, 1998 I. PURCHASER and SELLER acknowledge receipt of the following items: 1. Preliminary Title Commitment as referenced above 2. A.P.R. 12 Disclosure Notice 3. Copies of all documents prepared for this escrow to which he is a party II. SELLER deposits with WASHINGTON TITLE the following items: Executed Purchase and Sale agreement, Statutory Warranty Deed and Excise Tax Affidavit PURCHASER deposits with WASHINGTON TITLE the following items: Executed Purchase and Sale Agreement with assigment of buyers interest and sufficient funds to close III. SELLER agrees to pay charges according to the Seller's tentative closing statement attached hereto and incorporated herein. PURCHASER agrees to pay charges according to the Purchaser's tentative closing statement attached hereto and incorporated herein. The tentative closing statements above referenced are,subject to final audit. If any legitimate monetary error is discovered, WASHINGTON TITLE shall immediately collect or refund such difference. The responsible party agrees to pay any such shortage upon demand. In the event of the discovery of any additional encumbrance of record which must be cleared from title in order to comply with these instructions, the responsible party agrees to pay the same upon demand. IV. WASHINGTON TITLE is authorized to deliver the above documents and to pay the SELLER the sum specified on the tentative closing statement when WASHINGTON TITLE is prepared to issue its policies of title insurance as follows: Standard Owner's form policy only for purchaser in the amount of Extended Owner's form policy only for purchaser in the amount of $100,000.00 insuring CR PROPERTIES, LLC subject to printed conditions and exceptions in the usual form of title insurance and the following paragraphs of the above referenced commitment: Second half 1998 real property tax and paragraph/a, 3, 4, 5, 6, --Q_n_.d1-n_as_shown in Washington Title Company's title commitment dated 3/24/98. Escrow No. R205289 3. It is understood that WASHINGTON TITLE has made no attempt to verify the status of underlying encumbrances to permit issuance of the policy or policies of title insurance above referenced. 4. WASHINGTON TITLE shall have no responsibility for any matters connected with the following: 1) compliance with the Consumer Protection Act, Interstate Land Sales Act or other similar laws; 2) leased equipment located on the premises; 3) forgeries or false personations of any person or party in connection with these instructions or this escrow. 5. , WASHINGTON TITLE shall have no responsibility for the adequacy or existence of fire or other insurance coverage except for title insurance. 6. WASHINGTON TITLE shall have no responsibility for title to personal property or encumbrances on personal property unless otherwise specifically instructed by the parties. Upon written instructions, WASHINGTON TITLE will order a search of the UCC records, prepare and file UCC Financing 1 Statements, Assignments and Terminations, Use Tax Returns and approved Bill of Sale forms. WASHINGTON TITLE shall have no responsibility for the accuracy or completeness of any UCC search. 7. WASHINGTON TITLE shall have no responsibility for verification of the nationality or foreign status of any transferor/seller in this transaction and has no responsibility for the collections, withholding, reporting or payment of any amounts due under Section 1445 and 6039C of the Internal Revenue Code, as amended, and regulations adopted thereunder (commonly called FIRPTA II). WASHINGTON TITLE is not the agent of the parties for purposes of such law and/or regulation and WASHINGTON TITLE has made no representation concerning the effect of such law and/or regulation on any party to this escrow. Any determination of whether the withholding or payment of any tax is due pursuant to such law and/or regulation shall be made by the parties outside of escrow. Notwithstanding the fact that WASHINGTON TITLE assumes po liability or responsibility to the parties for compliance with Section 1445 and 6039C of the Internal Revenue Code and regulations adopted thereunder,WASHINGTON TITLE reserves the right to take any action required of it by said law and/or regulation without further instruction by the parties to this escrow. 8. WASHINGTON TITLE shall have no responsibility for the tax consequences of this escrow. WASHINGTON TITLE hereby advises each party to this escrow to consult with independent legal counsel concerning the tax ramifications of this transaction. 9. All funds received in this escrow shall be deposited with other escrow funds in a general escrow account of WASHINGTON TITLE COMPANY with any State or National Bank and may be transferred to any other such general escrow account or accounts without notice to the parties. • Escrow No. R205289 16. ! WASHINGTON TITLE'S responsibility shall be strictly limited to the terms contained in these instructions. Any matters not contained in these instructions are beyond the scope of this escrow and WASHINGTON TITLE is not responsible for the same. Any amendments or supplements to these instructions must be in writing. 17. Deposit of Funds: All checks, money orders or drafts will be processed for collection in the normal course of business. Escrow Agent may commingle funds received by it in escrow with escrow funds of others, and may, without limitation, deposit such funds in its custodial or escrow accounts with any reputable trust company, bank, savings bank, savings association, or other financial services entity, including any affiliate of Escrow Agent. It is understood that Escrow Agent shall be under no obligation to invest the funds deposited with it on behalf of any depositor, nor shall it be accountable for any earnings or incidential benefit attributable to the funds which may be received by Escrow Agent while it holds such funds. VIII. ADDITIONAL TERMS AND CONDITIONS: a. PROPERTY SOLD WITHIN THIS TRANSACTION MAY REQUIRE SELLER DISCLOSURES PROVIDED IN CHAPTER 200, LAWS OF 1994 (TITLE 64 RCW). PARTIES TO THIS TRANSACTION WILL HANDLE THIS MATTER OUTSIDE OF CLOSING AND ESCROW HOLDER SHALL NOT INQUIRE INTO THIS MATTER. ESCROW HOLDER ADVISES THE PARTIES TO SEEK THE ADVICE OF THEIR RESPECTIVE ATTORNEYS IF THERE ARE ANY QUESTIONS WITH REGARD TO THIS MATTER. b. All terms set forth in the purchase and sale agreement have been met to the satisfaction of the parties, herein: Dated: May 7, 1998 SELIJER BUYER II MECiMOGULS, a Washington General Partnership C R PROPERTIES, L.L.C. BY: 71C BY: 11�`�� 3 'IL ENTE RISES, A Was1hingto General HCr�NARD P. ROBBOY, M ER Partnership, M. EAGER, Pa ner BY: ,/ BY:. GARY 'AT IN , MEMBER by: KIMBERLY A. McDONAL1i3eneral Partner, • -- - •• _.. -_e..��es� unl_T_G._AL!!`L. I , II **************************************************************** City of Renton WA Reprinted: 10/09/98 13 :45 Receipt **************************************************************** Receipt Number: R9806121 Amount: 48 . 00 10/09/98 13 :45 Payment Method: CHECK Notation: #0104 CR PROP Init: LMN Project #: LUA98-157 Type: LUA Land Use Actions Total Fees: 1, 548 . 00 This Payment 48 . 00 Total ALL Pmts: 1, 548 . 00 Balance: . 00 ***********,***************************************************** Account Code Description Amount 000 . 05 .519 .90 .42 . 1 Postage 48 . 00 � I I ; " LEVEL I'DRAINAGE'REPORT. ' ,q: °.$''k '4, %,,,, '"„ „ ;a• .-"s, ""fib',h,,: • " ' ONSUIVIER:CONNECTIONS:;FOFFICE:BUILDING << c riz:. ,',` LOCATE■/..,.AT` ."ct, x>�'"" 'fig,•~"''�,rEi '' ''' t�/�(N p �` ,; „)�?,- ::::':::::',,::::c;'::::'-:'-:,:!::-:::','-:.i;07, -� I�ITIYiI'\L■fi•CQU�ITi"'�rir�r�NE ._SUNSET B.QILEVARD ;:::::', :: ,'4- RENTON WASHINyw TQN' '':::::: y,,,,,; `' ; ' '.+t',,.'rn•,i=oil ,,, '�F' , • �;t, f ,:: :..r it ‘,I). GRU; _ OUR JOB NO. 6813 olw.' fir:7\ %.4 SEPTEMBER 30, 1998 r '"� �o I / it,Art-i/- /F • O IQ Prepared By: EXPIRES G��/9J BARGHAUSEN CONSULTING ENGINEERS, INC. 1 821 5 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 coHAG m�J2 i �6 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES kG ENG 1 1 TABLE OF CONTENTS 1.0 General Information 2.0 Upstream Drainage Analysis 3.0 On-Site Drainage Analysis 4.0 Downstream Drainage System Description and Problem Screening 5.0 Resource Review A. Basin Reconnaissance Summary Report B. Critical Area Drainage Area Maps C. Flood Plan/Flood Way FEMA Maps D. Other Off-Site Analysis Reports E. Sensitive Area Folios F. SWM Divisions, Drainage Investigation, Section Problems Maps 6.0 U.S. Department of Agricultural Soils Survey 7.0 Wetland Inventory Maps 8.0 Conclusion 9.0 Appendix Exhibit A Vicinity Map Exhibit B Drainage Area Maps { Exhibit C Off-Site Analysis Drainage System Table Exhibit D assessors Map Exhibit E Basin Study Exhibit F Sensitive Area Folio Exhibit G Wetland Inventory Map Exhibit H Drainage Complaints Exhibit I King County Soils Survey 6813.004[JEG/ec] 1.0 GENERAL INFORMATION The site analysis for the Level One Drainage Study was conducted on September 28, 1998. The weather was clear and sunny. The proposed project will be to construct an office building. The total site area is approximately 11,970 square feet(0.274 acres)in size. The project will be located within a portion of the southwest corner of the southwest quarter of Section 3,Township 23 North, Range.5 East,Willamette Meridian, City of Renton,King County,Washington. Based on a more localized description, the project is located 180 feet south of the centerlines of the intersection of N.E. Sunset Boulevard (SR-900) and Whitman Court N.E. The building shall have an elevated work space consisting of one level and parking under that level at approximately street elevation. t � I , ' t I ' I 1 6813.004[JEG/ec] 2.0 UPSTREAM DRAINAGE ANALYSIS According to topography of the site, there appears to be no sheet flow drainage onto the site from the surrounding properties or the upstream area. However, the upstream areas are collected by the Honeydew Creek realignment project, which runs through the northern portion of our project. 1 2 6813.004[JEG/ec] 3.0 ON-SITE DRAINAGE ANALYSIS ' I • The current condition of the site consists of approximately 0 to 1 percent slope. The site does not appear to have any drainage basins within the property. However, there are two 36-inch by 58-inch CMP pipes that run from the east property line through a 20-foot storm drainage easement recorded under the City of Renton Short Plat No. SHPL-101-89B, recorded under Recording No. 94082309006,in King County,Washington. These CMP pipes appear to be in relatively good shape. The head wall at the intake of these pipes has some spalling on the concrete, but, is in relatively good condition. _ I -- I 3 6813.004[JEG/ec] 4.0 DOWNSTREAM DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING The downstream drainage from our project begins at the project's northeast corner. It is there that all upstream and on-site drainage enters into two 58-inch by 38-inch CMP arch pipes. This pipe continues to the west for approximately 476 lineal feet and at a slope of 0.12 percent. At this point,the flows enter a second set of 58-inch by 38-inch CMP arched pipes approximately 440 feet to the west of Sunset Boulevard and Whitman Court N.E. These pipes convey the flows across Sunset Boulevard N.E. At this point, the flows enter a rip rap armored grass swale approximately 100 feet to the east of Union Avenue N.E. and Sunset Boulevard. This swale has approximately 2:1 slopes and a 10-foot bottom width. The grass inside the swale is 2 feet high and no erosion appears to be present in the swale. The outlets to the pipes have some sedimentation which is approximately a foot deep. The swale continues west along Sunset Boulevard N.E. to the intersection of Union Avenue, where it is then directed towards the north along the east side of Union Avenue N.E. At this time, there are two 58-inch by 36-inch CMP pipes running from east to west under Union Avenue N.E. which direct flows across Union Avenue N.E. The pipe flow outlets into a ditch approximately 10 feet across the bottom and 2:1 slopes. It appears this ditch is also rock lined, but, it is very hard to tell due to the amount of blackberry bushes in and around the ditch. This conveyance ditch runs into a natural drainage course along the north side of Sunset Boulevard N.E. This drainage course is located behind the Chevron station and a town home development named, - "Creekside on Sunset." The conveyance channel appears to have no erosion problems, although the terrain is too steep to grant access to walk it. At this time, the requirements of a quarter-mile downstream has been met and appears to have no adverse affects for our project. 4 6813.004[JEG/ec] 5.0 RESOURCE REVIEW The following is a description of each of the resources reviewed in preparation of this Level I Drainage Study. A. Basin Reconnaissance Summary Report B. Critical Area Drainage Area Maps This site is not located within a critical drainage area. C. Flood Plain Flood Way FEMA Maps This project is not located within a flood plain, as determined by a FEMA Map. The FEMA map for this project can be found in Exhibit E of this report. D. Other Off-Site Analysis Reports No reports have been included at this time. E. Sensitive Area Folios Each of the sensitive area folios associated with this area was reviewed. After review, it was found that the subject property incorporated no sensitive areas. F. SWM Divisions, Drainage Investigation, Section Problems Maps The typical drainage compliant report that are usually described in this section in a standard King County Level I Drainage Report were unavailable due to the fact that the site is located within the City of Renton. However, we did research the downstream area of our project and it appears to incorporate no significant downstream drainage problems. 1 5 6813.004[JEG/ec] 6.0 j U.S. DEPARTMENT OF AGRICULTURAL SOILS SURVEY The U.S. Department of Agricultural Soils Survey for King County has been incorporated in this report. It can be found in Exhibit I. -- I I , ' I I ' I 6 6813.004[JEG/ec] 7.0 WETLAND INVENTORY MAPS The wetland inventory maps that were available for this area were reviewed. It was found there I are no wetlands in close proximity to our project. 7 - - i _ I 6813.004[JEG/ec] 8.0 CONCLUSION - i The downstream area of this project appears to have no major downstream problems. All drainage segments of our downstream appear to have adequate capacity to convey the added flows from our development. No significant erosion problems were found in the downstream area, so in conclusion we feel there is no adverse impact on the downstream system if the development of our project incorporates the City of Renton standards. - I . 8 6813.004[JEG/ec] Exhibit A Vicinity Map r .t 4- I 35 AYm j,ri:; a — "Id HIM .. '" t. � yAy.. F. *y i', aA RIM t�� .1 SA 35 AY Y i +,,y, ,0 7..:9`. v, QY� v~i311 arof �R _•m 6yy� 3S nY� r%iA `� ::" aNZ4[ N; � utettSr°t" r " wai�" 1n1541,9 � 3S6 2. ' AV HLBET• I <� r p ' �,EA1"Zj' t�f..o "' ;1,4 s AY 's <(i°»� At4'd �'� y� �" y ""'W' `N1RSIiz SE '; Of t •� AV y C17 ¢ + e ,"21 � ?- 'k� � HLCCi �v d. E w AkS �! ' }, �f.,�!'s ��ll �I.+� xi �,�3r7 67S�r 01 " +.4 �i;%',+_ t, , .''V . i ♦ i; f •E132ND �•7' �, I. ~ .{`�FirBtW g"'g �,i, '�:e., ag� i,r4,,'�`:`'•-' '` OM ,e•''.'L.) feA...*'01$ 1 AY r• k: , ,,,,,,Nr ”...„'� it• 'a l "40a f t; V•11-14li.;� fr . .. 35 AY�� `pr ,4 g W o NAZI t' I,,,•,: o} A ` ' ';: ,g {"�AY 'x ,•S r , yCr iij.� �'?J Ha�' FEW A 5'b '.., 2 w�. ., �s. t� ! M; 1 stw� ��.�� vi 11 i A - r +-t3N 'Y _ �, •. `4}#;, t ,d't3 '�' �l ' i t�rvv ',3QNNGH Z ° ., �i, �:ik ¢ 1i t i .tea E` _Q11_. ♦ ' a °' tSSt i�.44•�cA'i, a s rr JY ,!+Y N# -- ,'15. ^p .. €t w '"> MCIN ` � 06, S'p6 Y ', Nd �' f17 Cf- ,, G„1 r Sy e'n• , W t tg y a qt _I,. ;a, .+ ✓\ 4=z... "s r iitW 00. �Li .....!. +.,�ww. d. v ,�,»-s L aY, 1t - 1�►l>:.:.&�. Lim.... NfUy �.iti ff n.1J As' �� 6''w`.uti�c ' `.�L="2�'7.��iL�iY4� l�¢Y1Y7_'«. 1t�Fz q q Cps !. Z 4s# 3'y;#t 35+ �— 4 immew, ,-..e-,; a T+ + f3:MiI�-11-1..7- ''4+ Wit'''. r �.�r,�'! f h a '74, ' rAid214 L (*N71E12==#1 "2�i'1t�3ncEl000za1 �n7fR• �•p.,f7 3• "F 'l� ( 904,.,5 A',.;E�1 .,e �Y. , 009 Y t «"4^'� YJ ,�y , . a Klatr n� �� I sd q NA M i 3 k% 50,14 I Stil r' ;1� °° 313TNLI Yv�Y' y��';W r' , : x i 1/ ..P 1d5 j t. ."1. . F 1 40' / 1 s ` Sd7! ; `�'s`�i, k ' .�'`a_ aq t� �[3 g@,¢A y- ..el*,,., s'ti - � • _ _ r ¢ .Q Yw K"��*AY r,i O . a W"2 Y +... " ,� �1 t3 . a.. +. T.^. $ r a;1 .,41,.rr1� Y,a �4 t °x��3AAH 5{{ E . ;e .�' aru•1 �',1..' .' ^��mo,j�o�' I: ,;�'iTa- '' '-Y KIA s'' €y '` i�'r t 4?;Yw O: r'L r 6^rn4, .'>., m 4•'9, Yk * Y rn `7 f, gti"';--,.;5;' z#:�c. �� r r`� .�.A 'tea aaI a d.� Ef$,f69Ytaou t. "�'/ :r1:`a�c�-°�•x?1"�rr ',un _o _ kJ' .tr L�itir, ,q. ri�etF 'tIl�h� Sn `rnky`ui v .�.,ii�lFI �+i,�.,�`,�.,c�lo'� 2�py�. � q�'' �T� py'��, c�h '.C¢"x "f:�• :. pyu..._.,fir T 1,gE d a1 -%arH ,:y.1 +4'A 4 �„e-*+.�•;Yx' 1®�'.'r eripO - :•1 S%.';e:L tiw1 .N•r4a4 3 .tl F.,t, .. ,. .. .0A:w •v.i01 1 ^ :s FIFA 49.4M 'N_e, f: Exhibit B Drainage Area Maps -7•1 u_ ::,,,•• \ -1')-1 I/9 nL.7 I Art, :k. •-•t i' 1 ir, a i i ., , ,. ,, s.c -9-._____4-- --- -i,t _ - E._L, , Pt i _ _ , •,. , 1 ••••••• •-dikt:..1 - j , -.. - • --9.177'1' 96- ? '‘N . • 9\i_ .- . '9X6-: !•,'. i 17 .• ...•_ • •- ‘...... 1 ••••;. -"•••• '‘' 9 i. 9 D,s* ...**;" •. 9.E7-3 !•\•; i k 9 ,, .1 . ''‘an 6-24.IP . • ' Y1 • -I •- ,•••'' • -.PI K72 ... . , ' ' • • 9":',.914.1'.Ef 31 ' •' • 4.1gir•121 9X7111°)Illik•,A.0-III\ Li :C)* 401 4 • 7-7 8.17-,3'8.1 •?.E6-30 ; .-•,--*-1‘'"•-. !I 111114111 • • .. ..9.„.6 0.26 . 7-27 9 :•• •• : I : 9.07-16 'NI 9.E7.4 ''''''' 4 .....a.C6-2 ',10;112.a. --91_,.00,• IM1111114 (.. •4,-2.0-121,_J '..._•,/; Cf. • •• 9.E7-6 1110,./'•"-••„ --;;•-----077 l'''. 7.1 91-7_2 ...• /Li •_-, . •.' 13147-4/111 •''.-- a ,.- .. , ,, i ,, 117-17 fti,..115.*D7-e-*. E7-2.1.t -29 9X77-?3•r-f.--.: ••• - •..,. - .-1 ' 'l ! ..../ '' /Z il 9.C7-1 *"------••••••••. ... .-1. -....* • -,I7-17 \ •/ ' rert10.••••••• '.E7-7 _...„,:,:-,1--':I •.„... .,. 0.147-5 \ 1....22)01 (•••-----...• , • i % •., •• ...... •,_--- /4//,--- 9,E7 •••• - '' '''':'( \"'IllltrllrallIllP lin ,--,--,-....---)--:...--_,..,•.,:.,‘-...:----,_----,-., ,H7-2 • ,‘: 4' 1 •••••../.. •1 *.....ID •5; • . •::;:::::::::: ____..) . ..:1,Inie. NM,' , • - ,-,. • ... ; 9.-C9' • • , . . i •,.: ) ••-' 1 1 ;, 1. 7-16. 9.okeek 721/44.C VERT ' • * 6 9,E7-1 Sk,W,••'...• i•NI • IL N:'s, , XF '..--...1122.31. • . • I .. '''''''' . 9.C7-19; e 7-I _ . ,,,. .., I (3 9.87-11., :, ; ) , li.-.,. / • , .., • .,,, .9,93.2 • , !!',,• 1,4 , ' ix,9 , „•/• , .........._ _ !ffiHE 9(107/. • .. ••ti •,,. r .*.' ",•:.;. '.9:7-1 .E7-2. .C7-.4'947-----4 . .; . • ..• , .LC7-3 9.97-7 \ 817 • •,. \ V ' '''. -9.913 16....••••••• .-- .. * ' • - */ - C. , 9.98-16 . - 1 ' -..-:," 'IV l'.. i:'-::..•. ' ---...\•.! s'\\•r''''''• '''--'4 ) \I- ; I I ii; - ••". /9.07-6 .../ ..I-.o?-13- . ... .. . . • - .- 4.03-17..;,••''''''' • • • ' ? ! > ; al • . -. 9.D13-12• *!* .12/Z... •/ 9X8-6- ----. •.C8-14 ,., .' . %. • • : \ •-•.''''. .011/11 ,V9-.CLI: \17*. .29- 90 0-12 I •- - / -•.' 11... 41•4112 --•'- 43 E8-5 1 • I .....: P:I •. . ,:'On- •••• al••-..-; 18- • \ : 161‘8110.4,..„HR. „,•••-•••••/) XPI-(641 112113!/.N ,.. "B., 11611; ....m...r..) I r .. 91-E 2/1 LI Akiiirl' - -.3 i ' ' i •.. ' i• j.0 0%. s' Ts's., 'I, VaA• e .... •-•• 500110$107.5. 1. : 11. :,:' • 9,E8-4, . . , .* •.- ... , ,., , fil i 9,CA-292 / i r l• \ ‘,;: i\\ . ' •-•-9.C.2-.1. I /...- • I f . '1 ----,ii,..7,-,---.•101$• -9.118-19 \‘'..- '.,....A p 13=p1 -----m---i-• j ;),., .1 ... ;‘5111--14 0 • / .' , at 11617 Ir3,12: \ • \'..',i ' ••• 0 --) •••-s .112 ith S f'•,',1;i • ri-...--7- -,...,:..._, ''------ _. ---_--- : ,., ‘ 1 ..,....:,. , .4------- ,.... ,. .0 13,I2-- • ' , ; / :. • ;. . ' ...j •1 •••. ' ./.. IT 1. •-.. / •,...... • • ' \ : 1 : ' 1 i 1 / \ • • ; , , // • 1 ! • / . •._. " :., •f i 11.1 j ‘14,12-4 4,C2-4 • -•-- •.., $ 1 ,I ltil .13111 II 4112\'‘.\ ...;14111111MML--' illtleffigi no 2.Is• I4$2.7.3 ‘,•,..,.....-:. 144:3 UMW •I4,C2-3 )) I•!f • I I l • •14.0-3.ip - Ias3-3 •1111 14,12:4 4• . • I I ' '- ://; •'•.• .• • : 14.1-2-I 1 / 14437r-, 1/ •f, . I I I I Iglikedlill 190,• IIMENrirliMirrill1141 1.1111"6511 111 121 X-3:Inn.ili13.-9 • - . i• 1,'' 11111.1111Wfinall 1 14 \ ( E6 • 10 T23N R5E W 1/2 1Y n 2 0 4 0 +Cnimm It\ UTILITIES DIVISION ....0.,••■••• Renton City Limits Dd • 1:4800 1K.411‘'e' P/B/PVV TECHNICAL SERVICES Contour Womb OS or LO motors II 4'ivrr0 04/06/98 D . NAVD MO Wotan 3 T23N R5E W 1/2 1 . . t :..„...7.....,...,,,,,____:„....1... _.: : ,_..• ..••, L2.,,.._,.:_ L I ...: • . .. , ... • i '...--''' '',,'",-..• .......-";::: '";'''•-=':',''.:•:';'',''. ,.- g.''.;_:,:-,f 3,,,'7., ;•''''•-‘•':A.'''g''';''..-''';•' :•12-:'%"'•k-r:;-,i....:,,,,•.•,,,,,.;.-n:•1,...„,‘•• ,,z.,. -, , .. ,- = .. . , ' - ''--------'---'''-'•-•'''-•''-'-''"-----;--•,--,..,--,-•-.....:=,;;,.;.... .....'• ''• ••,:••-•'••:.'7':','•';'-'•-11.•:-,1.-..»,‘.•...-:.-\.:.,.,1:27,e4.--,i t!'•',$,.7,1-.1';''''.t.:'','''''`;!-, 1'.. , .f.,1,•.;.;.x:Fi...•.., • ' '----.---' •-''''"-"MISV . . :A:".;:';..:',.;..,.•: . $ • • -:::‘:.;.1:'1,........,`•• . '....$.;:..::':.-:-•:.'. • , , Exhibit C Off-Site Analysis Drainage System Table OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Basin: Subbasin Name: Subbasin Number: ;,Symbai•w -:. ' D ainage,;CoinpEinerit i,.,, . Drair►age%Companent $loDistance a 7 Existin P b nti Y �' P�--� $ Potential Observations.of;Fielit Iris'��ppctrir; ,Name, and.:Size Descr rytion'. �� ,, tP,. 'frarri`Site� Prnblezns`� _ Problems =�-;.'..; � .,�: b ��• >�. _.. Resiiurce-Reviewer; or 3. DIS char @ , ... wide- See Map Type:sheet flow,swale,stream, Drainage basin,vegetation,cover, % 1/4 mi= Constrictions,under capacity,ponding, Tributary area,likelihood of problem, channel,pipe,pond;size, depth,type of sensitive area,volume 1,320 ft. overtopping,flooding,habitat or organism overflow pathways,potential impacts diameter,surface area destruction,scouring,bank sloughing, sedimentation,incision,other erosion 1 Site East P.L. Inlet for 2-58" x 36" CMP - 0 None Inflow for Honeywell Creek 2 36" x 58" CMP Pipes Under Sunset Auto Center 0.12% 0 -476 ft. None None None 3 36" x 58" CMP Pipes Under Sunset Boulevard N.E. 476-568 ft. Sedimentation None None at Outlet 4 Roadside Ditch Roadside Ditch Intersects 2% 568-788 ft. None None Very high grass in ditch, 2:1 Union Avenue and Sunset slopes Boulevard 5 36" x 58" CMP Pipes Under Union Avenue N.E. 1% 788 -938 ft. None None 10 ft. bottom width outlet heavily rip rapped 6 Natural Swale Natural Dense Vegetation <5% 938 - 1320 ft None None Natural drainage coarse deep ravine AF.135 Exhibit D Assessors Map qa q iI � Co R� ,I o5 O \`cia dc% c° e ms, � � Vv ro� 4 Bo Wo.si C 0 o 7 - _ a - - LOT 4 m ielitiop�ZZ ;...Nittf _eS . " .yt . •'��. 8ss��) r. (0 SBe- o2-2ae 340.n3 a` �M Z.. �° i`� �,o9yti��zv • N /0.S 2,3.5.0.3el.N / Q.T3,13• k N N 2•• 2 ^''Ik S6l'� Q; I.. u) - - K _, ii LOT I LOT 2 e ,!' 20 .1s5�^t;10 C r°o�' as Io�i ' tL ! • �h • 9� �0 D to N 6 2(¢ Ik r� /s, �a, !b B 12B'',2�6 -J__AO) tAb <RI ..... _ 0 - ., //5Cmz 0 c 1,-/...,,,,, 6& _ • c s. v }- w\ (60 ;-r14-8. 8-cz,!3:_..2 2 s i /mod V 5 64 VN134 G'J"O Z 9' Z H '�eo fa -g �c•� -�(s�Be'- o h�W ,,.,�% goy `A / LOT 2 ; N LOT Ifr s. Il' •R z 6° 54 s /� _ W W ' F Oti 0 /7: /01.1 r.'• gs / i �, �; �\� a'`tya24> 7//d0201I 0(-0. P'<. • 96A`• 2 '1 " REN SP 345-79 -79081?9008 °I t ti % s.e 0 , o 'L Z '' �/b h 064.SS _ 050 _ 1.1 '1 �7 /5G A9�3e '. bhp •-srp�oo -M / - zooms `G74.o7 1� ,e0-* ,/ , 5/� / S' Oa Q i. SB9.-39-0/E 3/4.55 �r 3S "•i- 4»z\�� 6"2•J? Gcy o-To s A, -13e 040 �/ �' % O i 2 2 /Y 7b BRA R=573./'�/�rN A' S F tp /• 4.S m I 0 I 1 .V r /4_76 _ . 47 fC O �`1S'�FF 7• t�s OF H �� I Z 4�' I• •� �/ • W • `\ i� :130. 20 R= 9i9'O4 N 1 - o k. m4 —. h LOT 3 A�. %ao ��33 0 1:_ v • o l 1, A 30 30'� I W ' W I N u \ Z (�/� `� W • I TE 11 sBa_39�,E _ /PENIaf: 4�j q. .. . W h • 2 ` • oO N I bq O c N i9�Y0 I. N- Ilb ,I4,0 I aRo`-zo2a +szprii 2(D1Q a^�9° 1321'9 IZ 2'1� 1 ,fib l7 1. : `�,�'� 91h3 /��' h ly, `,off �� , 15,,a 3�. •• 1 ti I.B LOT 4 �,o�•Pc.' ,o m • �Po�,rreN e,ry W n �o �3� _ _ ///�� I /3 /oo /3n 3 A6- !9-o/E - 2 34 se , 1 - .GiM/TS 1 \ C I - — - r.c°..eE/96/ {r/- --- --- --- --- - - ` — - 3G3 �-I '�� B Tyiyl I I 3/3.53 OR�4N ¢O - I, 8.53' zo • .Q��v 2 01 -- — — — — - / ow7-ON• err y L/M/T S alto 2000 N W. I O3 — • • El • • •rIl • ,_. /_I - Exhibit E Basin Study J • 1 130TH I iz____ NE 23R0 NE23RDRevised May 16.1995 to update map format. CITY OF RENTON z AVENUE SESE 101ST STREETCOURT STREET • - - UNI r530088 oN — —— ly - - - - - - - COURT i --- — r J-- < - - --Z NE 22ND I — — COURT AVENUE NE - c PLACE J rn JLir tr, NE 22ND To determine if flood insurance is available.contact an insurance agent or W 1 CORPORATE LIMITS Q PLACE call the National Flood Insurance Program at WOO)638-6620. �'y 4 NE 22ND STREET — m� �� BREMERTON 1`6Ni z REDMOND nrC= > F ,�`711:1�, w •AVENUE SE m ¢ COURT NE =L.._'�ON 125TH 1 D z z O __ p c U VUE NE AVENUE SE NE 21ST STREET NE 20TH m Q APPROXIMATE SCALE IN FEET COURT 500 0 500 NO O N HEDMOND •w "' H r—' �-' 1 K1RK1A �OF r. .AVENUE NE z NE 20TH ST m w a • TH (� z SE 105TH IV , 1 "' PLACE VASHUN .!ST STREET ET z AVENUE NE L NATIONAL-FLOOD INSURANCE PROGRAM Z \c- 2 w _ SE 106TH STREET NE 19TH STREET z _ NE- NE 18TH STREET Z HOgly Q COURT / Prv" COURT SE 107TH • FgST STREET 17T" F I RM PLACE ANACORTES AVENUE MONRNENE 17TH En' NE 17TH �,Z AVENUE NE NE 16TH ,,,COUNTY STREET STREET STREET Z FLOOD INSURANCE RATE MAP NE 15TH VASHON ]L '. STREET .NEWPORT AVENUE NE AVENUE NE KING COUNTY �1 AREAS KING COUNTY, , ,Ilp NE 15TH WASHINGTON AND PLACE SUNSET 530071 CITY OF RENTON INCORPORATED AREAS STREET • NE 15TH ' STREET PANEL 668 OF 1725 NE 14TH z NE 14TH e0(� (SEE MAP INDEX FOR PANELS NOT PRINTED) STREET /STREET (Fbq ' TJE13TH <(, z . ! 90 ANACORTES w :1REET 'a PIERCE AVENUE NE z QUEEN w z PLACE'NE AVENUE NE ur CONTAINS: zo a -1` COMMUNITY NUMBER PANEL SUFFIX ZONE X WHITMAN i l COURT NE o= KING COUNTY.O rUNINCORPORATED AREAS 530071 0668 F NE 12TH STREET ' ZE RENTON,CITY OF 530088 0668 F - j <Q .. CORPORATE LIMITS /—— - KING t1NINC01tPO1COUN ----�. 9 530071-- - -- 10 0 z - - - -- . % cc o Li_I MAP NUMBER o 053033C0668 F Z ( sTe 1 • �' I �yOY ;Ak� MAP REVISED: JOINS PANEL 0981 ( - - 47°30'00"\ ( �,, • c `�, MAY 16, 1995 I?2°09'22" ,, G > fl a. n \,,t!,______ • Federal Emergency Management Agency Exhibit F Sensitive Area Folio 1 1 - — — I — � --+ f"� --1 z I — i I—I 1=1 Ilia i,�/ I 're� "�. - - .. ,�'�i \ w� �T ^\' .,_..,<,.. ..J _ E _\`!+';\off , �" - �' • �' �� -'1, r .#1 1*�,� 6-g: ';' its • I . ,.� ga: �r�l;�l��/J/ , .*�►�� 'td'�Fi1r�f". .�6�r 0Ai\��>\•:,::.t---%... , . . :, (.(;, -' c't, if _41404-' . G1J:(((x___ J [�_. , ,.\. !y , __ , :;.iZ. ia.. ,.: • ..vr, • �i� per '`•� e" \ ` ,1 - ' \ ' r �f�// �7 '!f 9; � :` r`\ l �. :_ —i ;'.\ 1. I: l('= ;s )f.'j' \'^ - R'v�• \ f- ;-\\•l .rt }�: �, / r 1poi f, y '` �a r: �, Lt■ '''�' r,; oc'. ) r.�t7.///'�,! / :.. 1 .y(/: ` z0 2,; '\, Y /- ..,` `! `` - I \� ti T_ :w:' 1' � �\ -1.-: ®�1^ z . 1' ( • q<h 111 �\ (` Rq�J rink! '�• " ,iii I,cG % • y: • • �' /sue\ .. l\�F, `\�hhhhhh i __-', 4.,:_s.„..'‘..,,..,,..—221.. ',. .1,.''--,,mil , �1=: 1* !.‘All'i 1,�: ►- ;r�l♦1 r, i • \ \ Grantl Ridge,l. / a C, `.\\ . . V „.. ,.,.., ?i,\.. \., ,.:, \„ . \ • �l i:' �` i : 'l1e vvaIN,� f ` \. r '...,,, , . T.. .'!" ." ;� ,� �` / ,fix° '; '�, .. i , v.., _. ....„ .. -, , • .. ., ..,._ '`ry l�� , \ `.,Jv' ,: '`` •,,` ''' , `j - �1•• \ 1 9 s-- . —, 'b. "ao..1 ;\:lI .i_ .{. is r'e :�.; F. j1 ';fit. 1�. � �,: �� u � __ Jti• �:,� �\ 1.1 :; *�e�='- �', �y 'Jr' • r • / - �s \\ J .�6 1' �'t/�..�,'�r«, < 1 -�-t I. ,..----\ - J"'mac ,' • - _ ' .. )'^ %,` it.,,..,\.,% � _i ._ S _k 1 f-' is`- N\ ,. tiiq r�r.�' V "/ .i C�.t``W-', e 1, -- - _ .,_�� •' r.� ' .1.' •> `... • • ii, 014 .)• 7.\. z,,lik....,„..,,INV:4kk. _ . . . 1Y' . -. ° ; ',Ik.„,s ,,. ‘ .= a'--• q rA,i).WC";:-•--,-,..e.,--- Vr-.- -----:--'''i'vr-,T•Ii-D--!"Iftt-V-1. 1%6 ‘t'l :.-•... ;'r„..,.:._'-,-;-.,_..-.. '...: . ---,1.5,.,,__' -1 ,*-.-‘ :,,--'. �'•' 1 \ ‘e \� _ a1 ' ,rf'� •<al," c, 4tt 1 t .. _w s _ ?.� ;�PAp3 r .1 }`� �. i va : ®�� - { :f.>,m' a ate`, i \_ , (. `� . tti � ''. 3-'111 ,-y'''''' /._ _ y \ i t R /, t' 7>I<� �> ar: �.1.�- �1 L) .r 4. • ii �V;(4.1 '" �_ zirti! -..� gtiL l .. ems . o \ ' \ ��C s. r• . a r :-74'.`'174,t \. \,.. siii---_, .i. ,... .... ,.-..,e---f/ '.--..,,,-_--__ •7 --.....•,, . ...:?•. ,. .• . . „...,../4--,..,,. .....4,..,..1 ty...-,, . . „.,, it , r •• f �� -`cv ., \ \ •i �" ✓a'-4 :--i 1,_„I &N. 4.Ln,.., ..,... ' i �' '�`a.. -v�-,rJ61y •,t. • `, -.i: �� `� 1 1 . �--�'� 1 : .. . .:v �>,`.♦ .� � ,�'\. • • t.(� � -r_•3 ^f•' ,•-�. -.,: '':ZC;g �". • " r -?' .i m>s� _ _Q-- 'Y _ - ''• - tir.:it«: j 47z?.J _, \ N• t f i"�;_.-." _ _ __-L• ram."� `\� .,.,,, - •0•.3}�.�1d, �. - - �� -�•- / • • i` .�l!.'I y rl' ,��`•.�J' C �' �--.✓�' / i� _ ,'ice �- ;'' i/ -v'_ ,mil• \�1 :F,. •�1' ..��r. .�� '�:.. •'\,� — ,� - ';>e�e yy3' ��•-. r{ y /. ' •4, �, -9, .,\'. '., .�'.1.'::---- c ...lo - 1, i. Y �• ^Y \�• . . '• {'-'di ��` ti - �Yi<+r_' 1') �. - -� � +�ti>�- yJ'�1 J � n�- r. Jr 1 fir. '��:.. '� .--� /,J 'T f{j - a1: Fi ,,: .: = jitr - �1 -z�" _„,,I..,.,,,.).,..„_„,,,,„.. , ,,,,....,,_,.,..,....:....,,•,‘ ....:.‘.. i l' ter, - ‘v .. -,-,. -------.,... -- ..,, ,' 101 , -".-- ---=:'‘--:,N4411611 .1,, .7.'1; - ;', ..---..". - ifoll , ..,?-4,,,,,,_... - .. -,-, .,..,t,, .., ... _ _ -.,a •. t. •v: -•.::.' :" . \,.. ___,, .. mil11%1, tr • r.. -rt° `fir` - ` , _ - -: 1j . .. <�� <... -___ _ - •J';', - .ice /_ 4�• u..,7 'r, ,fit ... :.: . J , , O 1\r rt .. I -mil ,, l. tl `C%- - . ,r C • -L. L- q��- i i ems// .. - <v - �6`.,• _ - •• • 1 :.� -',• - _ °":°" . „ ate _ � aa. ;•k C '"tom,? • • _ F , _ ,c '4 - - .22__,. `; --1 �>`_ - :zr `id 19 - � �:L ti,• ;: ♦ .e+ r - -_ram _ V -.. _—_-- - i I \ ' ._ 1 ®: :'-''',/' .' .7 :-_.e__A‘oireps-,.42i...7,...%.:21i..-; 2„../::;;;:..._,'(.71t. „,:i,;provi,w...314,4,.1, :• 11 ..„7.7.-_':r:7 -11'::1::' -‘:::':F-1:;-'1:'''''''1:::-::.:: .. 111%V.0_;:f_ lc 131-.. 9i,.•., _..... ,7t.' ',:-. ,•4' -‘‘,---fe‘,' \); - .‘ -Z/ :f�1�5 • • .'1 :��W .. ��0 \ f !�' t�` S' '- ' /.J,.. i � t `\ U \'- .�; vac j f' .7 ;,!'//I' zi ze 1 1/2 0 1 The boundaries of the sensitive areas dis- These coal mines have had additional min- Coal � ��+. Issaquah Je Haz rd played on these maps are approximate_ ing since the most recent map was filed with W Min.�� I Additional sensitive areas that have not the Washington Department of Natural Re- Al been mapped may be present on a Bevel- sources. Any development that occurs Areas l:-a-11� - igi MILE opment proposal site. Where differences adjacent to these areas should be preceded f� N • occur between what is illustrated on these by a thorough study to confirm or deny the � r�r; maps and the site conditions,the actual pre- existence of additional subsurface tunnels. 9 14' sence or absence on the site of the sensitive '10 area - as defined in the Sensitive Areala. Ordinance-is the legal control. g- 71 d1 72 �l - - ' - - ' • ,_ , , _ ; _ 1_ .. . _ . __ _ _ . _ , - • • . • ; ; - . ; - - 1 • , ; i Milli Maid Mini A_ , _I. ,L__ r---- ---1 I —, 1 • 1 1,-- , Mid t . __ , I- / 1 --- ' .._..- 1.1.. -7-•-- .1__ r.----. I-. : r- -I-1- r, , i, -- r - i r __ I -- 17-- 1, __:-. _L, •___ .1 loin irlil ••-,s,- • v!'.':'—j._:_12.. .,•-•• :. '‘. •_ . l'a, _ _ .... •-. • , ..-- . •1 , 1 ..., .... • .. . • ._:_ • . . - i•'. . •.-‘--. . , - • i-,-:;, .••• . ....„_,... s •-rii‘'-':‘--f-k:4';.=-;:•rt4,',:tN...' ,-. . . ....- . • .- !I -7• .1;t,.• . .- 7g.,,,,_ i ,..._ .....15,..., -.) .,;,.. . . . . . . 4411 r "•,,,s;"it.f',.. • \ lin t / IN Ilk 0 '• -.,••••41F4. %.-,1' V.V.P.,:i N'.*-f.-• 11.:..'. . •• , ..st'if.11 A..i•,riiittif,;• ...-- 41,-,,,44-744...4.--.4..--1•-ifol. INffieg--P14111411441 !I*'*** .**-:*''..--- ...:?-.1..,,. Q,, #41... : ..' E • '...„Ai.7. mil, # ''.4`.• '•N..•---...__ _"...r.74-.V... ---...-44.:,.. , 'N,1 : .-. CZ Iti'7'72) . .-. •''' 7‘.."..,47,1,4-7.-",•41--,.. . .........17*..,,,,-,441-7 11 : ie '7'.'''.....?'-..7N-5:4;:i-';4s.,.;...T.<\.. •• • -- --.- el.._ -- ...-____ ._ ' --...77.7.-. ..,S'717.......42.1 '/,.."..... -‘1.1' 4) '- * • - 111111.1"144edi:. ... I 4 r * eyra,--2-,;-------,,,i 1/4-q-art ,--,-;,-,,,10.0P--ena,.,„,..... --_-----••:-...-..-1,-,?-_,...-,..,... •1k'II•••• Igor•--. • --./.--i, t,....."-----;.--...--Y'- ,i'...v•- ;--- irawal '1" 2\.k.4-, •. ,... --.5F .,,- 33 '7.7,.I., -, " 117"'.......:.'.- .. . ".I * ' • .. . . , .. ?;'"A ei .,*(1,-fiii,5V1%Afx,r,s,-v•-tr_k4ier -,-i-zat:1, ), ! -. -:-.,--.4A - _ - -1,,,.. _, ',NT,.,...-• ... q11110;,,.. \, . :.-...e.'"-• , ac.0.-, l• :4 '- •' • • • '''. . ,..... • • ,f,:t.r-"H-id -Iv_ • g ivirtAi.!1 •Ai-isl,;J, fillikid.orott filisrev,I,,,,, -‘,. ,...„-....,, f,.-- : ( . - .; .s•'' : - - 44.,. ;-,V-1-•• , -----' '-;.•::' ...-- - --- .... :,,----,._. -. . • . . . . „.„.. •• . 1\•'.;4i• Vi----,-iz 4oel" .-,e.r,,Tve,7.7. ...;---.1:- . -....m..i.. .. .,...-:. '"ir6S-,11•• V11',--e.,- -• ,k.46. ''- .• ...,,,iL,,,.,...il,, i •••: :, . • 0 ' • " • , . , . .e.,-.-,--...tq_._..-•, -:-`-;_-,;'-,e.:Ar'''..e.'.•'tir".' -'I.' • •'''' ' .1/4 •kl;'-'--• * „,I!: • • . i- 1 i 4:11'X'Aill.;.,=--,...,,,11 1 Ilfdl,so.A.If..„......f.d. teN,976,1d.. I. „ •7Anv,,ip: --,r: lat • ....,........--. 17 A.i.,* 14.-1.' j• '' 71' ta • 't. -t,• -...4.7r-.',e-- -",..."----- 4 44sP 44,,-117e-./4,-------= ',..., : : '- - ,•-....,, i , 1.41,141.41\t'1,4 :01,Fpi(44M.;4•;.1-_ ,A..•'-". itgle,..., . ')..=...4 . • -..t---i-:.•,4'—..- • -` ,N,-1,00 •.....-- • - . "----..,..-------...,-,-.0.--,--__--_,-..„--_-.....--,....,-4,,..4.1,...c-,,,,__: -..--, .,,,,.._....-.-,... .\-42.-.....,...... ., -; . -..,-r•• ' - 1 mu"Wil,m.!,,i41',i.,...14, i,N.ri .7,. : •!- ' - .-.4. N'-"" Pht,._-,A...t._ , i ifF"'"'" 4,,_ 4 il V _ ',-',......,;: ...- •,.• i:... .i.,'''''..,,, ,-. .-= 'N. '', •- '.- • - /:.?..--- .---:'1::::---r- --7:1:"f!'illigit.A:'''' ''':t-7'..7:4:14Pil*-i .;A:;3'-;--g'S`'-'4-`=:111.-.‘"Z\ -1#1,1k ' -*--- ...-- . ,:-: , ".7 -:'.7-`,1.',.-Y-4,-' ,-4,;• ,'•:•--- -,*--k•-1•440. ' ,--,,,,--1-..--\.---_..--- ;:--::%••••_-,s-A•`..,--.,.----•.\ • i\. - -- Irs•-. / t f- , • la laik-,.,, tikk.,•:;_.• - if,-----1%.1„Azsi.,,-AwL,.. .- --•-_,..• ..,-.-0.1.,"„:._,• ,-..‘.. ,.„,-,,l•- ..1 el \-%-i---4,ii.,.... ..,.---..„ ..e f,, , ,'''''r 4-:., _,-' .;, ',:a....,cy'X'.,-,,alt i.plif;%,: t..-;..:' ,.:::-.'•;.. .."1-..,r,kl• -," ':.1:=.tri;-4'U's. ..-. ,I.,,- ,.. :----i ....,-*• '''• " a1..vi----, .1 i.- ...7 4)-..-0,•:7--, .4111. • • :\A• - ,..71-4.,ii.t.,..-r„,...,...:..,,,,-L-:,,,,,--,4.4--_..:...;-.-1P..`,,,..-4.:,,,,?--,Vit,:r.,,--", - • ..".., ' :.•-.•70.;,•,:-'k.„,clt ---:•••:-..-- "l'e---•••:- 411. s• - 1..,....-•'4.-,...-.--.,,, ' '''''' 2: c„,-„,‘„,1014,,il i,.,...„../,....: /) .‘1-, • . -1,..41,4e,,''-'4,-7(1.r.,,...X.b.-:$1.r7;3471,,.,:-...1I 'y,'_45441R071;‘,.. ,....,,:t4 9SH.:.7'..2.,,..,51..-'-':'\V4.4...11'^‘‘s.„..\ • &**: '.'i'17. \...../ \?0,%-‘41-Q.4.7.0,r4 '''''I .'' \,;,N,..,' - ,.--.4 -,-. / --__ , I'":;:.:,,--.--:t•A''' .. Ilk k .:, 1...7',.s.-ifir... 11.1,,,to ,-.,iiix,,i,,s ., w.t.„,....„.e.,...,•,..,,st: • -•• -..-...7„.---,:s.,...,,,-_-ri,_.„....:,..t, LtIkvaiminn—tva, -••&. --,,,t3,; -$4,..-.,_-.;.•,.-,-, ,\--iii.,/ -k 4.: 1 *-C1,,,,,41/4c1111,1 lir/ "...._....• , ..--,/;. ,Pci\C/ / •,,..•,, k,:.•„, • • ..Y,,,-.A...-,.,..5, .•Lii- .•.•0, •-3.',,.......„ -- •_••.. .. Mit:: --:: Ink'...N:.k.. c•-;' . <.,.., \/110 .-4'i -- -. . ,,-----,- ...z.1 '• :;‘,..11; f-,•, J., '4, i,,------;, .,-.__-_,.•,•?•,•..A.,.•••P...., :',;i7 s.-- ,..----. __., .c.,:;..1.:*.,,..,..St.s...-weLe...i.R..t1)4,/:..;,,,,,:i4:(01:5,!.:.;?4,7‘,.:z.,,:,,,,,Z.:,.3-.,,,,,,i;F,,,4,'" ;;::, • .f ...;0,..,,g...,,„,,,t,-,,,,...f....:.;;,-;1,,,,-,.,,,4•-_,:.:,,47.„-s1.--%-..,,,-V„•t‘N. -.,-.,---..z.m.,..--'-',--7;...------'---_,:'u.\-tt,....,.. . s:- . *1 ,.., 4,-..4,,ts,0;v..s. . ..• r- •••,•*k 9$ ' • . -)Ativirt..4kZ'',..41%,eikl,if i' , :L RI 41•46,Z7,".0 . • • ''*'k .i,,- - . ' ...4' -, '... `l..* \.,,, „ ,,,•;-11--;(‘ . • / /1);Xt°4'. .-40" ' -.'-'i 's-•:-'----C,';:Zrz-:',..4".1;i0 '\'•.. -'',-;••se.'t:=1:,,t1/4w,•1',...\-.:"-'43 '/`--, '.• •- - :If."..,`'••:-..1ft..c---'-: e'l.;' fil 1%.11 k,,N:Cti• 7'‘1•„(ita"...-•;•1* N.Pv i. t', \ jok 'ii..:ft? Ir.,- ......-7-:.---: •, 1/4- '•4 i. tAillit . 1.1".1 `",..:1,- ,..-7,?;.,<„,.E- • , i. .43.4* .tic,4, ,_,,, ..,._ - : :::.--‘-•!...-r-41.;4, Tit." VO, ,----- . . ------- . - -- - • . .-• •. \"7 \..q. . - ---------'. fh,'';'*Ankf:51. 2 / ' 0,,,,,,t ,..,..-',,,,,;:c,glE,=74.,, .., 1 I 4115 1{§ ' . .3.k.1, 'Ti----z-----•=.12--',e--- . •••-),•-•i;•.\•,if -•._ _ _.. ' •"*" • -Th" • -.'• ' l'4,%,,Je.q11111131Pell N 'wit-AN,,,,,-. / • ' • 1 . ;,.--:;;;:§1t.-§..,-;..fri ,..-4=-;:-. 1, -,..- .414,-,- _ --N-- • A.,41);„ ,..„4,---4,,,,,,..:,,,,,ouffe.2..„.",,......1.• -: . ,_. 2 .) . •ssik-44t-i- Ii:,:.- i v.,,,, ,,.,_, v•k. ., . , __,,,,•:.,z4N.,:, ::4r1....,:/:::..:::.4.::'" • , P.`".."- P4,Ir• ' . N.-; .4•••,s,.,; 2 • ,-/. • : 'i: (fir's-- (-\,.--,, 1,. A.1, ...--.\‘,,,,,, .-:----...4.11.M •,,,, Ar.,, ,..".• f.' '.. A- .\\ ‘;i 4 k..: ,-,,_,i,..,_ -, \‘ .` ' Z 101''.. Ff -. -1111Villb.' '1EkI''''. .4tV\311114‘1.1k.ti. *SI r4,111,41... 41,4_!':77' li4,7,4).' „,...*'' ;-`,.:$1.,.......,-`... ._?);,71iS; - '434:''.' '''''''''4,7- ''.2.' "';4-I.., • _,./17'..-7k*,?y,...;:7'f;("'Sf.-.'" '4, PON '''' \\-----) \\\....‘ ''''i Oil° .••,-1,!••li lit -11`,A.,,,N.,!;,\,* ..;•(,,,": -, rc"•L--,' * 'C.V.-51q.X'''''',.". :---::'. ,,J.4.'j.A ..:t.6.. - ,,-- a;. ' " •'--,•_,:i.-• Z,...."-.,' •_.-" i i',/.e 4.'"-..7.7.(er,---;•,. . ,''.-., , ".i.."'zi `••:-.7..:-.17,. . .4..:,. ..,_75.-..,...;•,,,,,,:,.fl-e...,....?:.,...rT_:_,,,,,,.k..!,1,,,,:z_,,,,• ,.. ,..0,•"`.infik„."-' .c,A--,,•':_....,,,,,.......,,,,.,,..1",,,,5-'2'N:;",;4f .,,,.;_ .,,,,,,---7.%=''_ ---: „...--:.:: • -2..,,,,,. A , - •• -)30 -, i . • \ • A- \:' , , , :-...,,, -,,.. \ 7;"4,...,7 i'."- `,w.,11,`.-..14,.,•t-,..,;'41--,-.'-'?'t• \3- N.,'ns.. .• ,s.4:5;',,,,,, i,,,,,•:::".„....I., ',..C.1,;,-',...:,,,:,........1-4:,..'-2,1„....____.-''''''..r.'";,,,'//:........,;->,'Z'..Y.' -.::.....,-1:12-..7_'-'-...:'---'''--,..,,,,.....f.,\::'-::::- -Ir.:e?'\...:.....;:t. .. :,...,,,,..1.1t,',."2::::1:!::'71-'34t..b.7.4r;::.....-....--1:rir4.:5:,-*:,6::!;:477.'.. .C.'2'''' - .Z‘.:.::: ..,..v.f,,,, ..t.. % if , . s. ... , . ....,, \ ._. .,.. \,., \ ;( ....y. .1, 1.\r.,--,L. ,J.r i 1 j j .:4:2,)......\\)\.1 ., X',,ti)i.a ',...,(Te.. .\...‹.'%. p.71:4A,i4r .4f( .0:'''''-;.-.; "7.",>•.:'_..t..-,7f.'.;fil_:;:=,.:::-',..1- 1-.-: ;;.',":*•%/:>?::,!.::•,., ---;••••_'..,,,V,`',2':S----ttb- -,).'_.-----,.. ---":4,... --' i 1 1 '" ,,-„,•,illiiii.vo !AO\ • k •., . ., ; -.• ; • • i, , •, - •.‘, .. - .7..--:-........ .-: - ..•\.... f s .• A iy".t.. „,. .... i .. _ •.... ,____..... ..„. .,. .,....,/,...,, • ,.r. ., ,.. r -,. '-f".• -:' 'i'l ii: 431„"W\'\, -lir:.A. AV:l''.7 .---1-''',......:47--".:; -;;;V-'''-'2.!'-':‘"4.4-'e...:-.--..............--11.. ..-L-.:.?----- -:5'(/). ./' .'":1.' . "••••••••....-........:_. - ..-..-74:=.."!&^,t. •iiil,...,:;7. :-...7-,:,15. ,4:-_,,..t...e.,,,-.-„,...J. -_ - . .:;:i:3;... i.7....,; .::::,...,.., . ‘. J - t .•1 - \(\1 '• / '‘, _ 1 r.,,, ki. 4 . 'S.....:.-• ."4.47--- . 1,4‘',/..latt),::!•,- . --.\ '-..".', A - _ . 75;•,,,,,,;,. is!r--,:,...•.•,,1.,/.. . „' --':y !kr -. \ . . .- • „ r ', ),•_.; . ,-' - •-• /• ,,,e,q7. o ei N. -tit.___-. .1- 1 ...ar.,,,-,---,-, ,.„,..„...../X-f...% ,••,:::::':...,...c.--.0 7.'1.,. .,,...,--__,...._...,...;....., ,,, ,Thd. '..-.-.;'. ''.•.1 i f"::::6;;:i;,i';-,1,=\ 47%..r...=•-'''''''•,... - .' ' ' . _ 4 .. , \ ,, 1,-,,(3,_...) c..,..!';4;-, , .0 1-•--'''',t. illict=tru.^...".. • , ;-...f.,-* •itor '.:,.--......ea--_,,,.. - 0.1.ati , . ...,.............___ ,...,,:\ .s.r,„;:t . .'. ;:,1',,07.7.7..:1. ..„\\11:-.;-,.''...,7;_zr, „„. ..,,/, . ,... ;,,,_,__,,,_,,,,;,•...4 :.;. ,.`.,...4....'...,.......rA„tit N......;;;: -NO16, .".. - :...7.. •. . •' . .; - . le,..t.,4?it , faiiir=.R..-i. er ‘., 2. '' . !,...A.'".....V.,,...-.7.I.4'..I.-Tr rig'I r';1:1TrI.\,-r:177...",. .. - A\ -''‘'11-!....sqi' 7.7:22.:•!..77-7--;;-..\''F7'.--' '-''''', .- -1 -':''...5:t:'..ii-*: I • . ' I . . , ,•,.iz,;-::-e-.-:f.,.,' . .-‘''‘ ,-:'1"--:.z-,:-..iki, -,"----•-•-•.„ , - ,. ,i•.,' ' . .' • • / '.I `-•, V,1,;•'..s.V;1P,-Ai ,1 :,--".'t":".-,-,...e.--,:•_ , ,....- -:-... .; . .,:-- . - .. ( •.- ' -\\ • --- - ... -. t•ev it,..L,,,,`'‘" •k. ,, ,,,N...1....4.4),,.0\.1 - ••,._•,,„...„..,.•.',1-*.1-.....-?..4 1.'...-,:-. 2-2:1:5.--. ''€:_:-,,---:, ',•,,. 4 4.-4, :__.,-,,,,_,,.:,A Nr.„,..„.4 ,- ,........ ......„._,—.,,..--, , -, - -,--,z, • •., f ;:''• '`,C••i*'‘',-"- iTrii-&S e--.:•' ly."-3-°, -' :,••11":-1-T- 7••• !:' `,P4:-17,-„,••-,i3. i-j-•••-;-_,.,..-•.:-;i:-.,.-•g..;.. ..i.,-'•--•fl '•-•'- r•-ii§:iii '-• - .1 4-.:,,:-;-:.-;,:::‘,.-?.... •---- / r•-, -,--. - • ••-I,-•"......i lii , ...._, t•-7......:- , .4...it."' • • '-,", ..,, P-.. .','.. '7.'--',''''''''-'.,' .' . .. ..-.'- ''''-.."...--i'I.--------"-.• kIX-Irlik /}07,-,,,,,,,,-."..r.....75.,;"--4?"-17.-I.,''''--- x .....-‘),: ... .. . .”.?..... ....i:..17... .- 'J..:S.:.''''':sj'.'‘'.::=k':'t4%:.'":;'-:':'':''j.'•. rklit.,A;%-• '''''''''';;::-'14'C''.-it''''' '''''i-:-' -".....-E?,,,.).'';''''' 'kr.-----`7"7"f--'7' ' • -- • -.5-:;-ii' :-.'/;-:---.• /I• .-}-.32'/,`". 4-0..,..,,,,,4 ,.: Z.-.4.0.' INT?*',At zt v:fi - ‘4,-. :":-.4.-,..-.=,-.ft--.- ----------...;ii •t-;-- .--,- '-' ,.:‘,.. • -...e-A--v,-t------- - ' ,ft,'---.- -..,----- ,-''1.r.,- -,..- "Lz' ''' x\ -:.044, ,7461i,,,(..'-; - ,, . '',t. ' /.•;`;-'X.-;:‘:1‘.-,:-:','-- ',.••70T - •-. ...1:‘Z.---.-,-_%';,4teitie '•• , .4-:•%%;-1T-,-2ti.-*:;,,i 'li,•- >-••,...:-: -:-:----.. .'.: ,- li-0•-•- -,-•••,-..'-:;it'-'f_-:!;1.:': -•• ./'4 ---'-''' '-')-?='-14 ,- ,-.%,16•6 ;---. *.1‘44/31;a Ilt." -*--. - -1.4-',-?••;-7'.1 7-'."7 :7=,-,"Te•-..-;•;--...:•.:;:4•'-'1- .•(-";:i50raltr---:-•'--',- •!A--;'•1'•,--7 ,'•..,;•:...; •:;:4_1,\VP,11 :„., N•I''rit.,•;,.,_-- '_tt'::..r.;-e,''‘=..:. -.•= • . ••. . t,i'f.?,',,tf,:q.',..„-•- --- ,,-.--_,....L),,,-_,--,-;,,,,,,•.-.,-,..,-;_ . „..„....,_.. ...„. ..:.-•;,,, .,•- - -- -• f..1-_;.--:,,---14 40, -.A,v„..pct• , ::, _-.'-4,2----7_0c-,,L.•."1-•-',,,,3 •-•.,..,-T,"-_-,•---- , ' -.:.,-;ei •-1•,_--',.i.i',...4.4.,..;.4-'.".-t..-7.A- V.'.,,, 41;:4-.1.-giV.W.7'n V7.&" "44...N.''..,. .4:-.,:X 4.•',..,.. -,o. _ 7 ., 1..•:4..i.•••.r.,2...-to.<••%:,,,,:,,,.:;\ -s• - „..__,.,-..-.,.....,4%,%.a,-;..,,,-1,-,,. •- $a s'''''C.---- -------'',."--:/;)`1":45,Af;:.•;-'".:•0.‘..' ' ;.:,!'.rt-T'..-7---,7--'3".1 .%! 1L,'..-il.:ptibloll.t.:Vt10 ..1,*'.f4;;;.e":1:',Z.-k,7.----v,i1 •);,,..,.-A..). '4-;•••••••-. ..-;-,4•1'-'T. ,i,--'"4"('''''''''.1 5,7i,'";1131.-,-..(:-.",":;,7--?- -4'. ..;;-`:.'i.,'.1.'-_;-,..,./..;.-.tkc."::If-.A 1 i i:71\7',II.'t7',‘: '•.7-4'' .I'lk.: 1.7•. IN",c 'n£,.."-i‘,.°•'s'i*' •'.'= '' \•,-..cr• •:,••••t... .„..... .--;-•.--_-4.-dp,Atici.A.;• ...,,\•, (sr.,1.,‘'Q. pli i,4,.i.,k.V---,-V t ' A,1.4..'...:* -,1-.zr.----.,--ti:;• -.• •v,..- •,.....A .j. ,fro,?-f',--,-...."-:-`-= -.,.4-- ;--".-'4---.-':-..-.' ,4%,;,'q,',.-,-: :.-al.',,,';','\‘' ‘':',T'..:i. •z`,.. %i9.;-.1.. 4! v:44 •' -,4,...4,,,,,%?,;;N:;„; ‘ .•- •/-7;_i_.,cN ‘A..--,...;.:•:,:174.--.; . di ---z"--1,.... .s•:-.=k,16,.....6,,,, _ ,t---f=7,-,----',..-A.t:'-'. il,,-.,?I* -7,,,..;::,.s., ,,.,.,.,'..--,,,,,_.‘,...,04,..._____ :4....4,i)j-%(,,-',-1,-=',7,,, ip,.r.... .,,._.,.,r,/,;--- \i. ,_,..--.....!....,=== `, ', ,K‘•:,.;',4,,...;').-_7-,tZ,.q.-i.j..1„4.t.c.t----:t.,-,_:7.-..,:_---1,.:•..:7--.f,,n,,,Y.'';:-: ,-z-24..,.."irr$1.',.,--,,;. '",:1;;If),,Y,'!„;'..;,.I'V.;` ,\,).1'.';')..4-fr.,-..,4 1,H1\,.k-0, :'... ,,4",, , ‘ii,, LVA: `.z*:, _: .--', ti--- . '-z_ ,::,.. ..64:•:-,4;!,'.:::12„.,, . 1 ........,,,-",..,,, ,.... ..;;;; Imilig.,,--4...,''. '1 ..E(q•,- -.' -s,--.• t.1.-• ,,;.,-- -':-,......,.= `,,,_-==.•-:.-----,-,,:.,;--,':,';'''''1,1-4"- ,..•"..-=.,,,..7..-.,••,..z...1. if I-4)-•,,. .,•, ..• 1 .. , - ",- 7..--,..-2.N.f• , „'..•,1,..1`,..,:',,,..,;;;;;;;:-:','V'./..' •.,.•',,,,, ,..'"*.i'7 eZ,...c---'-',':',.....,-,..71'...1,1 ,!.,!,..e•---,,if.,1/4%, -•• ,,i,),__, --• .-,,,,,....,;,t.•.k,Nz.,-i„..., s-_--,. , 7 --,..t.z.2.;....z,,,... ..,&-,--:.„„,... ,..• '''''`';-,'"-----7 2'',.. TL"."'",147.4---7" -:-.., Is'-.1---•7- -' -m''•••• ,,-p-yor r E..-'‘'--==.1z---'s--. -----.--1:;•=r:•-,/----'7-,---:-.j',C.;,..A.- ,'-•-ii;,;3--,-.'.."SW::4.b, -.--_77-au __.4-,...„ ft- ---" '\.W;A... ..• % '"' ----L.--.- nA- aii.,4110 -..`: --'-' ' \\ N" :i *A * ,Ntii,,,,/ris.- ,..,,J.,,,,:s. :,.,-----.--= ,:,=-=,_.z.,:ip.,,,I.,----;.,..,.:,7---.;:-.-,--;,,q;:tri,---_---,-..f..,,,p,w,i..F.w.Ac-tst-,-,,,: -\v„kffg,.....1 -,,,-,.(t1-‹;-;,:!.---:-..,5,;,/,:/.4„,--:- .:-...,1);; Tva,..:,-7-.:?_-e..,;:-_ ,I,....,:.,,v4, ..Nzt..7,-./A-- R,,-. -- ;'.'4'-..-...`. t=‹.... •-=` 4.17. ,?-..;-- `..,-'0-:ill'a."5 .5:1',.. ...--..".9` ----.----,----'--- -4 1--:•:.N.,-,_.:, •,<;... 1. i(i't,,t`ktt-..0...:--,-,.;-,%,..c./e-) ..;t.,--- r;---.'.--J-_4),,-,-.-----;::--....,r-_-;•;;:,L•----..-',..e;;:•-•;-,-:-:-.:',"•,-...,..4",:-:.:,--;`'4 „1' , -. ‘k.„..,, 1/4.,-....N 1 ,,_.,4..,, „,,/.',..1 t_••_.,--•:.:• ,,.•,'...•;•.7'.,s',,... .,,3;?:•-=` ..t,' '',.--_-_-----i-'1 '1/4' rOP'AZ'',-...,,: \::, .k''•1\\N \V..--....•-' ,1/4- ',•,i,:,:',::•••;,,,--',,d100.4 -•:"... ..4.,,.:'t-.,'"'',.41-, . , :7•4",;-:‘\''' ‘ . • -".•11•Mgatir.-• z-f-'' .-- - s• '''''-•-•-••'..."k ()‘-..,: ,,, • ..1'W•.":•%•.•,S,--•,•:4',F.--V"'•- -9'.',/7------•-.9.”gf--.5------PlZq'''',--_;; -I•&•-•Z'•;'7, ',/•?:.4.,..::Z••-.:ij]--t:•..\1,014,,,i--;').ii.k • •:-' ..,• - ,j'Ae.,31 .s:i',3,,....,.,,,,, il t,,- ••.,,:q- - 2-, '-•.^:,' f- ••• -.1/I•-•"•"''''''-,'''t.'•;,='•-•-•:•=.'x'''-•,-•>'1/4,1'1'''\V'•• ‘•ts IP --`.' •-•!..s+- 9•N --_ ,.-1... \s"4•Y''''''','-'11,--.... •' ,.-:::'-.:4---="4".-1 ,,s,,,... .,v 113 r- __,:.-Ftmaif . , 2., -,, -_, ___ ---.*,,,L,, ;••-•; ,:,...; %‘,..,,L-1;;:i.i.1,z_.--e,„;: , ,,_.-5.-__.„4.40.7.".,,,I;;;A:-.ft,- ;,,,,..,..•.-- .4.;`,.A.tiz, 42,:,z•:.,.,...\701:14-ik ims/4''../,-1,•:'1,Y.`'Ll'•::-.; P;":::r"-t...':za;.2*._1---2:-:,:','.../ :',-;....'::----rt"-......-P:',f_r.:-1- -$.,';ii:•*at,,•qs,N ,,.XP-"Ns, ;.*:.,1-t:NN_ vs4,-,• v.-N\ ' •%'•'4'",.--17-.1.1- 2:,,-i.f:",, .:.--:; "-----"'""-- t -111--* alggil\''' ',-' ',, N. \',:ttr-7-4,,,-‘' ••,.. ,\\;N: ,I.\\.‘..i., --:17:--,;.-;-77: 1.19A.:,,:nT-7---:;,;-=t-..e.,,-A1,-...'-k,'1-1.1,--;.:,'--„;1.:L,g.•,7,:if_wi.. •,....'"-z,-;-F..t,. Nip *.•':•V• ,- t‘4,1,-,-„:;<, •;,.- . i.4„i,-..z.,... ....::„?,„‘„,f,..;*:.,--.•?1,..,, -.1:Afi7:,---:s:\'• 44.;!,..i.f.,& 0•!__7.12 .,,\,,••,-,,,yttz.,\\,,,-..:-.....z..1,>., ..-..., . •,-:.t,,,;:.,„1.„,.,,,,,,„:„ ....:- ,..... ,,,, - ...16141\‘.4.-,,,.. w„,,. t 1, ,,, . , \_, ,1_,,,,.4 4,.\\,,.., I,,„\ ,, ,.......,----. ,„1,/4/ .,....,„..._I a, ,,.k1/4 f ..,.1/4_, .,..-.., ..,.!1/4,- -e,.- ,r, is „,_ ,. 4 ,,,„,.,J ) _ ,. . . . ,, ., . . , ,..„,-..7...,a1,,,g,,r,,,,,., r,.„1,•,,-...-, ---,....,,,,,,,,,, pe..,-;•-.-;.„.••. ,.--".,--A N., -‘,...,----.--;:„A-31-...,_= __,.--,L,.„----r------_,,,-,..--,.,,-0, - •,--trai-..-,,,,,,,,,.,.m‘ '"-21-•• .' •••;-. 2-`''. •'-'• ' W'k4::::: V..'.-:•••-.: -:-P•----:',.---_,,,-______,-_,',--%-,V;`,-Tf--- ,----,---A-•''.-•tcr4.'"--"S'L' :-.-'-7s•-;-•e&`2.1 -i•-,r.h.$-;;-=‘,-:-..e:u;'.,",-;--,P.) ; ..- 0...•;--- tv...---•••,,1,- -.,•,-;,,,i,;:'--..--i_2:..--4.--;•'.,?--:-_,.-.-z•-•' -'5.(--,-_,;(:‘,z•,;;,..;'-•;-.','',.P.:-.1-.----. -''.`-'2C'V<W'''''-iro"?.;,-"S'-'X',1-..':. ,..C' \-'• ‘-7'*--.,Z7.7,*-11."' --.".Z..;.-r--I - 'rei Nii...,•••••_,..„,,z,;411/013.jui, :;,:',,,,, i,,:r.= I ,I. \\,.„.;\,14,1-, .... • .\\\'\'‘..,',---0' ...;...\.•,...-=',5,--..",,...-_,-....-...-,-,-,./:','A..•'.':=Cr".;1...,”„E'Th3=-„V, ''....nie;,=•,"2,V:-.:-'-:.,e-,,,„„...--,_,,,,...„.....,..,,,,,,-,-,--„,,y,,,.. 1 ,..,,,, ,...,...0 ,....-4‘,. ;,-..s.„.. ..._ ,__‘ ,,,_,.: — .....,_—_,,...„,....„.........,..„.„....A.w,„____,,, -,,,s,,,,_-.,,,..,--,..„.„,....-_,,,...,,,N. ,,.‘,....._—__ . _ ._,--....,...- , ,,- ,..,-,..., .,..---,,,,.,,,;,..•,,,_•,-•-..;-,,,---,-,),--_----,''',''''''-xN'',','''11'1fr,r''',S.-''•;;f,:,'.-s'k''..''1'Vv'-'-''''''-',. V"-'''',".-k'''2 -'-------.Z-."-- ---'-'::?:-V.....„ '.= '",•1 t".`.,r '-'4111...:s.'-!--.`0 i- .... ti';‘,1r:' . •.'....,-1N:frif;11 F1.7,41-- •-•''': -.1 '\--,:, ' ''CZ1=----. ' '". .-24`v*`'''''`t;it'l:•'"i--;;-•'•-)'• l'''fi-1 .41%1-‘\-;1' •\'‘'''''A'';'' 21•''''''-'' '''';.•:"9-: •4''.•':'';'''''. i-41'i 1. • '4,:i ,M'-';•'''' Igs:4:-._.!4'''4;.,;;;;;;.`:,t'.7:',''... i.,•!.''''3-'.--5•7';'',-y-,- '14‘;fg'.-Tt,P1',",`,,:t4t,T,i,.‘,,;V,.p.--T•..,•' ),,..4..\')C._-,.---d ----:,,i,"?•;,,,:''ye.;,-.:,,\4-s,.'". . •';:---:•_.J.T,tiloNit• .,.„ 4, -..._..., , ,-,,.. . •_- ..'-;,,,--\—...:17...iNk;.,2c.4,,mp-,,./-• , ‘./i/.../7,-,..----s-A:--.:,,,..,,s, -1-,-.--.,:. a-.(z,--k-,:zi.:&.-..... .:, ...'•- -.:-:-...il-14 C./...W nit N.- -I.'-;--41V 4t.W' :',411,--41.41 S1-*-A '''-'-V: ' - \,,_''-'-:* %Aik -_.%*')//i(" ';`i'.4j14.1 .4"4"., p,r,--.1 '''''-'14-(C:SL'? ' •vi,.--& --.4-‘6i.-.W,,t,i-/;•/-:',1-Ais.-.--.. ''' V'',,,%.,.-a_.-=- te-g 'i -';'),--'''?"':,-...'.`::-'2:-7,`.*:•,--fi. i340,!;,t;:irt,',Pfir.A.gittl:/...4.:--,-.I.,•k:41!;\-- -.-A.'-''..s:-.- 11';:\'?-..---:z:-1::.i):1,,,,Ni‘ ''.;:-'''''''.-,7-f...c.,'-:-"-/-1..;, ,i .•,---.,-,,,,--,:---_-_--v-..,.....„,....,,,,.....,..„..„,,,-...v,-....„.....,=.--,...--,-----..-„...,.;,,,..,,,,,,,...,.:.,!,......---,,,,,,, -,,,.--....,,...-..--,,,,--....:..:-..-,,..,.-..-,....,-----,,,,,. ,.... •,-.. . -.,-..\--:„.T-c----;,.,,-.L., E. i.' .+*4""jnlr''"aN '4?..;.r6:* *,04 .'41; A.? '-' '^ ' ''''` S.14. .---N--•-----I'd;',0 ,/- _IA t'!--s kg.lit,).fr:fr"-si)1)'..:',e.istib..n..:A3,_5`,/01.'irl.;11:•'1:‘? ';1.''i.E.1---• .. ..:,,,- f.f,,,...!-,,,,v,,,..st 4,.,....;,;=,--.:.,4,,.,f,,,.,:..........P-P., ...:,9.--1"--,=.:..-1.••-..---..-,-.%:.:"5,/;,,,..e....e4),,:,:,1'.....e.ez..,f--.'--',---:%•,v•=.4...c.---13%;:i.k+..,.:. 'o-r„.'-',/'Q.1.,'-,.....\''0.,‘ '' .44 '-- ...,,..1.7,4';`7,71111: _ i_-',.:"_, , , . . .4;t`-'" ‘...abg b- "'itTi- r—'4 ' ',. .'• .44tWA, ‘:‘ ''' '" '' . -1. ‘-' -•'''Vlf.. '"A..,?- •:•.,., '' .;,;'4,,3.'t'irrI:5:1k1/4!4.:-.4,X,_44t,.:6%.,f.,ii,'4.!,.:_ ,,:.;,;••7,i.i..,:.;':::,.)VIP::: .• i-.-':Z•':7,•.. .J.•••=:f.;'S'ilit:;;•F'_,,i.;,-f.*?'::-.:•57-[![C.,....F.,,,_';'::1 -7;;;•.-i4••....2.••-•:;. :Slc•ai/t;'''str-4-'Zigiii.ti*,,re*.iiii*FR:tit'flit.Z11,.•`;'4.1:-R .•2,;--• •••;.•-_, - -..'1 f3..VifilV 1 wilpv mi,Ink ra,_,,At.g- 1 1 " I A.1 • ,f r e i 4,11:=Vii•,.larajp ALk A 8, - ... ..• _4, .. . --,.--7.-'-'f• 1.\s-': \`..7.--.:3,-'..'7'1'...&X&.&•*t.*-. •-,4-- 'rt.1;i';'...,-/''‘I' -'-'•/'-'''&17.1...Xk''' 7?..."3(''''14. ( •.''7''.:0 I't.r4;7'---L_-=''.-_f!.ea:_i'-‘t.%-..,1.-../f.-/...7'S._':'....f.'7.:;.1.r.•.:•;•..)A,,••,••-_-'n--.7-,•,:,,,,••• ,,,--a-A1?--.:,-..tt•t-,.•t-tp.,ter,,,,-..1,,,'.*-4•.f..-e';'.;1.,7.7.2A Y•Zr."‘•V .. 1/4 '‘...-2Ns,:C•(•1/4-• :' .,..:, 'c,•:,1/4t••••47q. Blame. ":,1/4 ."..... ..w ir. - _ . - •i•T;',-.13')•4,..i •-•F-i-tg, i-,,--: '','.'..,algal -- "Akta4 ,•- 4,,-: .... -,-\ -. •-.,k•-,.• ."..\-;-. ----...,vb-n \s----,:-.:- ..-;;&,..-:•: - -.1izric, w,-.;,-,-/.-; -;.'---i.,...;., 6,,,,,-,,,,e--,;,A.,..,-...:::-.,-.:.:,,,ar.,.-- -,. .z.,-...;,,L.,,,..,,,:-„-c.,c.-„,...-.:,:_.:,..,,,.,,,,,.._,,,,,,-„,-,114,.:,,,,...i..4„..,,,21;;..4:,., ,..,....,,...,,,.;„-,,,.,..,m,,,,,.,,,,,..,,,i,:,4.:, •*:. "---,-----, ; , ;',,-;-- ;-. ",,vc .:. ; ,..;'.•-_..,-.-.--,--,---:_z---,__,_--..:',..9:-..-_.e.-k. ..;;:i.,--ra:,,_;:;,-;-,,z;/.;.1.•:-.,,,,-.-,1;-,.:..::ki..--,2----;:i-.------ -r- -----,-.,-.,-.--4.4.;.:,,,,,s,,, .,-,-,..,,,,..-,.-..,.. -1: -.., 4-',7--,.;?:;:ciir:, '-\ 7 --4.,*-,91.#.1Nil I IA,''''.;,--•allill PIO. ilL .---,..N'IRPs',4-N" --' ''''‘' :•l• -• '-irs.;..''' - ,.......,------."---' - .• , " • '-All`-,-..,:-...-,,-. -,‘,.,',.t.,--.•,,,,,,t-....:.,-.,...,;,,, -,--•''. , •-.i,.. •..A.---..::-..,-.:-.---_-.--,----,..• •:'- -,z.,,-,-..',1,•••..i..4. - •-.,---:-.,----,---,,-„,,:--..,',1 ,-.:};,,,vr,---,...,:.•4'7..v..,,• .1...,---,.,- -c.,.1--•''.2. .‘.s.•.,,•' r.. .. •••• , .g•, ,,,; ...:„ , .,,,,,,,,,A,-,...,.....„..,....:.=.:,,,, .t .....• - ...-_,tz,v;., -.... .._,-,.iligkiiik:\",. '',-..-P.4.-.7,..,.-,-,..,1.3•,,,,-,-...4-,; ,;,-+.. , .,.......,...„...-_-,%_-_-..--.....-,,,,,,.; ..--..-.. -..,2.v.r..-,4, .1.0 • -...--F.-_-..:-..:..-... ...p.,-,N.,_.1., .: -,,,..,,,-,....,,,,I..,, •:. •,.-.,-,..:-....,.. •A-,.."--,...-..,... .. .... . :vv.".‘,...."...A. *--0-24•DEMI111 ' z' , ..., A,..,,,1-. •::. ., . .• ,- .--,"• "--- : I.-.,::,....,-,,,--71r"....., ' •:- ' , - •,.",4\kit,..- LAN,Ilmbi._ ••.,;.•,-f_it.‘,..„xf.3:-;:t,;`,.........V,V.-2,.."...---::,_-.7-,y,,: .7-,,,• - .i , -,-_-_------,\,,----• -....-.3-_:-r.,...‘,••„-;.-.,..--._,,:,,,,..,..-c.,.„..-,-,-..-,,,,12,.,---.4...".-.,...-s.'--4,..r?.....,-.,,,g;-..---.... ',..,...y.'-'- ..'-.1.6.7•,....":'--t.,/- -;...-,:-:g,,,,It`.-,,,,,•.'-,.',',...-'•.. •.•., ,,,,,,4 E . .. • i " - ‘ I . , ,..- .--.-,,.-7.:A .•14 • '"Ek`.. r" -..-_ -----,:r.:.* '.7,:'''.=-•. ' ....,='-'-'--',:-7,'..,-.. ..'..,..‘',:•-.o.-.4.'-‘= ,,,,,-.....':,-.: 1-........: -:•..:4,,s ,•1/4'., rm.,:e...-e-.--0-•-•,•,...,;,4..,,,:- : x....0.,!-.-, . . • •-•• •,- • ' *1,''"•• sti,..13:"N. N 4...• , \ • •,. :,:‘, ., ::.i...,...v..,‘,:m....„..itt • : : . „..,,:•, , ••\...\,, witte,4,...:1„...,,,..„....4„,.,,,............‘y,,,,...„. .1,,,, ,,., . 4,s,.. .__ _. .,......4. ,._r•-',, ......,•.---.,,-r•-•,,t--..“--..---.,....A.-,-,..-t;.--..-'.'-...,--,7(,,..,- .eV;.•....,it;',-.4.:.:11,..---_1,,t..,.., -,.-..s,%.,•:: ;'-':,..-...,).-).r.:.,.......4.‘,‘ - •., •k,-.^-, ._.7,-.•-' . ,/.1` :.t i - a • , • .. ,... , ilk, . ---,----:------,..•-•.--•"--n------,--i '//,' ‘- .1', --::-:--... ••,-•••''' ...,.,..,,,,-...:.,?...T::,;,;;;,,,,..f-..,.....::,....:....-;,,,7...y..--,,,,e..,..,.....;.:-.7,,.;:-....si.,,,,,,../....,-;.P-.7.,:.-.*,1,...,.-..,,,,,.4.:.,.i,;:o.:.i.;',.,,,r:F..:-....:,;,-;.%-fit:•t,-;;;;..,....,...,.:4,,,,t.,..:.,,,,...-...i.K,:i.,• -.••._,..,.,...z..1.1 0,,, __•!. '',--•-•••---,.,•-,-/.' :::,-,--.--- 7..i I- ,,,. ,...,--:_.,-77.„ •";;:. •...1.A,,,,,-.%2AJ 1,,,, ,,,„,_,,,,,.. c r i,/ <i,,- 1‘•..4,-:--..,--..1j,..,;"'D::14.-:;;;•'.-...5;-:::;•:.-..v.,7,.:4-...-P-t-,-:.:4?-s;•-$.•*-• ,17:-.'41t,."T-;.t., .*'..-i -4,.:;..4*.-1.cr, f4?.....-i.--;:f.....dg`',",..t.:$.11-•:::.•••1 '-':•,-• . --""-r..*.•-'• L.-2. -,-••.. ' i ,..-:.•'il- ,•,. -.--. 7.,ta.kiNv . . .. 1 k, - -,-..,----. ...-..\.",..,0,-, ,,, .-, -,i.„-.-- .,,,,-,-.19.. -.1::,....,,,,,,,---f,...../..-ii,,,,,,...„,:-.;-_-_.i.,c,,-.::;,,,,..?,.....,4„.1_,,,,......,-;:-4:-..;,...•'!•5)4*.i.;',44.'it,-;_-•:.: !--•-.4"e.:if•I'•ge:3,?, ••••f:•-:':!;,-'z';-1•fil'! -;:..4.---•`;',.. •4:-fl tS-!-;_44•_.\- •• .,_.s ,•..e. -4---(... •., • .:-.1t -7 IN."' X '-' ' '4"'' .''''. ..... ) '''''''4,7%.. .77-''I-- - --!1 ' ---.••..-..,7?,1,,I',1_A.,T„.'A.,..c4.:l-•_-,,,11,,l••?,.g..-•'';.i:i,i7,-'.4.'''7...7..-.;.„,.•'S,.„2,4-17'.--•!4`.,4 4.1.1.1',4,;',.I7:I,'.,'0t,-2'V.',t_t-,.:.`L::,-z7,t4,':--'•'";•-As.:'eJ"'''.-r"'•:i•-•;"z;.•;4'-':••'-'--•,'.y,u'-•‘t_‘,.;7',;-•'1,',--',,;-,'i',L;•V,l-".1,..1,;.,•,;.T-y-e40;'-•,./:7•••:'_1.f1..-:"i:.1;,•k.•,--1'-,*.•:-;.,-1,1•;:'•0..••',4•4-'1'?%.,.•,.-1.,...?-.'0••.?,0_'-:,-';.,!.:"0-.4"s°..C..e•-i"•Vt-•.?•..4.'.,:.."-1„.:•....:r5%--. ..._'....-/.,\i.‘.-.•,-1--•m1 I...•: :•.-,';''.. J/. im•'• N•.l'-'-..---'\- I' •,,.e -94 t''":•_E.N.1V1 wviliid,::gi:.•.1a.:.,i,..;I i,.'.`•.:-A-.•:).0;-.0-'---:,c.;....(.-''-,'f.\.t&,.,k''.-.,N'.''l''Z''.:.',..%:•f:•••,.)-.,,,,.-,,i; r,•".-.,-;_.-.'-t'r_•_:----_;.••_i.-,„,`r'.,1.•r"..4e' '-V;,4::--.•\,:,-'t-..--.-.-ip...-...,.-;;-,i;-;.-'-..),-:s:k..-:-r..!,-'".'.:‘t-,t:-.','-.-'-:-y'-'r-':--..':.--;'.:..--7:-!:,.-7-•--i--•i6.C--,:-•i.i';..,,e'i,'*'4: _ -1,-....a';.:?',•.',•'.J,Ps't... A',v•.,.1'.'::.'I',.J..i j-:.•1iN.,•0,4 3':1.. r'4.s-'"„'-‘-/AI.T1,..-.4471%01.•:1"1-,,-(.1.-a.-1111';5--1,-4•-1- L,11.A-.1-.10-....-.------..-•-.-..--.4,-..-1:-,,1,,_1--i1:-.i,,'..;.,t4.,,-.:---‘".--..,-_L,,31.'._.);-rr,.:-:-",.1P.,..,.-.1.t4.",:.:.rf.4,;.?7".,""•:.-.4,tA,.,.•.;-..:f....,..,f.,.,„.,-.,'......,.4 V-,,..-?:.--.,....,'",1:.,1.44..:,...:t..;`''.,4,,'::;•;.-.1;...:•:;.?-'1.,...,4`-.-,;/.,14,iZ1:,-.4.-,,_,..,,.0,.1„.•.,.•4,:._..,•.,.',.--;,.„.W,_-?•,•..",..•:'‘.• 5 14 7 -7:•,-;t--,"11.-::.,-7T.-•.,.:.i::"-'-:.-r•.-.ii-.1,-1L;-i,.-',..•.-.-•1.-rC-•:,:,-:;,-;31-;_-;...--';;:0'•a..4.„1-..3,---;-.-.':r:..:..I',i.,,.,•„,;:,...'.;„..,i...,.-.".-,,.-'-:,T2'-;,1•.t1*'T-1...44,.,,..s..-7i,:?,.t,1?,„.\..-1F':.;(':":I;--:-:•L.•.;-,%:_‘.:..:I.:-..I..c3.t:.1:,,,',-,.:,,.7:p 4•;-''--v?g-,•.-W,"-;7,,s,71i-•s•.,1._..:..17-.-.--,-4..i.4..4,..3........,.-„-,•.."-i;=".;,.I--;--.I4-7:-.,2-,47.--f.'..-•)-4.t.-1,,--,,.1;..:s4:;-'.c:*1'rr.X'-'i 53.,',,,.s4.,i,-,,,-1.-:-._-4'.'7.‘4:;„.,,t,,.7;...„..,:-.;Y-.;.:-:.:•-,,A:,-....-:,,1 f4-..:-.p%•.:•,.;t.i•,_.",,i.A":.4g..Y-:..-.'-.,...-"-...:-„---::i-!.:•4.‘.:...4.tk:C-7.,T-'..-•;-.;,4s:.--,'----i.',.:-f•-;II.V,3•'7:•f."•.'/4,,-:>-t•.1.•2'.i.:I.-.:-.;.'.,P4..••,il•:,.-.;e,.;i.',,.i;r-'-:_7.'.'.:-:..',•i•SV-..'1,.-•"--d?•!,:"Z;"-,"-::-b',,:-.,'-,,,,;-i•.'.,-"..;,-•;•.-.'r'•::?.-.',.';,':f?',..,;i:Z1•.,•.,,-'''.:.•.t-.,•%•.,:,l.•"-:,.'...-:-•."*,e''•:'.,•:•':,-,-•,•::',.-•.*\1;•..,:,':•4-,•-••,A'-.•:':,,,-'••,'!,i:,-••:--':,:':•4N.'-A-..'-s.y.•-:''4.1-,:•"-.S..:.:'4.,.f4,•,.-.,,,/.,.,',-:•:•-i,(-'•z•-:,::'.S4!..::;:..-:•-..S.-.=:..,!-3:-'c:.••7.•;„•'-•'.•.•4•'.:.-Z...,.;.,.•/:.•--.••.-,•,.-.:;/..nj.r---.'a:':..:,•':•,.L'i!,.'.!:4•.„T-e..._!.v:,1...",•;•r:F•_„r-..-"-,"1E\ -. -- - - - - -"•-,-77.-.-.*..'..-."';1-.,'.,....*'r,.t-:::,f,-.-;.:--:.-.1;',..1P',-'S••V.:-••',7i•L 4'.'4.:-...-:41'.'•+--.'r,-• •=-f.:;:`.•'• -,•.'.•:-."*::•,-- .'- :•,,..:• ;:...7 .: 1 1',. .•'-4;,:. .,-..i•?5-)4,1.":1, :„.......;:•••'3-' _ "_.•_Z;•_..'•,, ii.y."k .. •. 11 . .. - .- -Viiiiftp4..;:' •,.- :::::„..1,...-*j,':'''"'"-'•-''e:'----,,,,-,',--..,::-'','..k;--....`---,••:, -,2z,.i....,.:.$;.-,,.% t i ,- . 1.b'I - -' • . ... . ''''.---'-: 'cz,9 ,i-1.v.„-...1.,./i.c.:---2,,,,4.4---.,:.,-?..:;4.?.,,:•;:a.?..,.•;....:,,zi..--4-:yelz-4-.,:•&14,.--..<-4:-..,•---1,,,..e.q,,-.7.e- ..,,•'.,,....:7_,,,----;-...=, .,,..--,-,,••":..-•'..::,,1,-.....;,-,:- : ?;,),-;=,•,,,,a3.7...L, -, -•:---.- ,71,,,,,,,z., ,,,, ',,is.F•ii."-:.A.'; - . -::,-7';;;;-!;--,-;,7,-T.'.:_;-. 7,:iii-'::-7,- ,1!;.:' ,"4;2i'Vt-.:. --..,;.-'-!'•'-'1.ei,Wit.',.-;••••-1-'zfi;:.',-t1:1-?..:;,sf---',..-.'"--s'-;-1--g.,;:f--•(:',,;=;.-.t•_ -..--",.:.. . - .1.'•7.-Va•----,. ..-: -,_ .C.,.._,_ . „Ai', --.17-A, c--.: • •\., ........ '',. -"-.7.- .itivi... - - -----.. *:.,-,- - .. ...... .1.' - Fm•b.,9.,'''''1.-3,1. - • ..• ..-f . 's-...., ' .,.,-...--""="- --..... " - '4--'1•04,----"4-4`...%:.,9-nri,:,,,--ze.,.,-_,..--:,•:•,--...%,.:47:.c,,r.'..1i1:131,-...."17...„.. . '--- ). -:-';,**S.' .:Z4kvtl;,.',..,N11...,?1;.tf:'.. _4,211; 11/740 ' ‘ct-,-ey.::::E :z_rli-,‘.-:•, ... ;1*':' 't:' ''t ...g::,,,,*, . - ., . •S. ' `, '.1....-' \•:4,-' •,-7.,:----,:,. ..A..•.:-..-:•• - .::.4...,„...14,::.4_,&'..i.:......: ,Fr.7.,.7:',:":?::.,.,.-...:,1s,ti..3:::t:::...43::::1-....,--;...--:,:::r_4.4:=....::*7'....4.:1-.‘1:....,":(?:,:....,,t'•:,:,.;.:-..:*;:•:";'''''""•':•1.:t7:::'*I'li:T.:t:i:''''.--•--,,,,..:S.;-:::::;;'...?';:l'Yr;-:::::2'.1-11:'3..,'.i.'" 1.1'5-:"..:::::-....'-‘,7:-..:::.' ‘1. -'- ...• Aib-..' --‘- ''.-:;'"4--L' - '-i:,...'' ' '.V .( . •-'' V'''.. - L. , ...:?_. In :-,,,,. . --.:.•!•! ..7..,J,.-7.01 --;-,,,,,::::.--•,...„!....-;,--..,„;•.; ••, 4 X-7f7-'7.,„:41'4474 ...,4,-7;!.ti'4.4.7"--.71in,..777?•7.,:%?.. !;'..i.....--- ;'?''I""n4•!!.....r7e.....1'.-7: ....;.• F4-. Art. fott \ ' . ..... 1..)2i•'..*-. '' .."..."..;':7-cf ::-- ,.‘4.r--. '-‘` 4 , ' N. 1 I . :..."-‘,4. -7----i..,,-,,e....i, -. --.;, :',,‘..--v----.,'"r ,,,,,,,s,"zt•-•..-..,•,-,41.e•.•!..,,,,,a-,•;:,-,-..-,;.5,-.'..•.:9,.4-•.-::!--•: ,-.::..,7 . .. _. , .., .41k.., 2: . 11111110.- •24,4?':.7.,44012.• Psf...--'-'....--",„, - es'',W.... - i. '' ';::::::1.(r:7,\. ',. 'iii • - z\ \:\ ,, . 4:.\,4.N MIEN 24- ii-'-,-;-/ 07,,t,.. -6,,..._;-?„.•_•tEr•:;.•`•;•,-• r• •.pez-cr,. x:_,,-•-••.4-.•,•::•,, . ..,-,••••-•:"•,••••-•,••,,,••••••:,..•..1„- •41:„.,,,..„ \ : .;•11%ia--F— --i'?-, -. 7.:•-•-E''' '''-'•*---- --1/ -'-.-- •-•,_- _Aidli:71r!' ,;;aolat-. - eisAiNN„-----1.-,. ---,.-- -- -e2--•‘:',-;?•,,i's--•,,•.,.• .. , -•••s: \s:•---;,'•;-' \•• 1 - , •,7-,. — ;-•,--,w, • ' ' -1 •[;•• 7/ %rsi.i.` ''''.-...'''*''. %I.:7.... i'''..0... -.,-.-.34.---r.-,,,...:,;...,-';.:., .#!?,{-'4,,...,,,.'-:::...*:-,.-.e..-47f.,,F':-.,.q!';';',4,.7.e.E.• ..., c....,50 t' ,;-!;:,....,.,..,...t.y.,,....,I., ..,..3...,,A...-.4..a.,,,,,,.,.,,,,.„., •.,....,, ••.;-, .:-.,,,. • 1 •' .•.• p 1,4. \i s '\-. • :*" •N‘..401 ,....... '' ' ''.. IiiV.-....'**---:/41411."''''."1„..t,!:.4 4 14,314-1717=,--77777-277,1'.'..,S7:7-* ' ----_---7......7 ' .'45. . ...7* ." . ...• \1 ....71.--..'-' - * .....7'''...'?''',CM1.7-:.:.r*.. ff., *7''t .---:-.; .-.: 4,,....•.-,,,,,.4-_'•• -'',e.:- 6..-;•....z.:,,-.-,!:x-,..----,3,-v2-4.2. .•:-._,.•)(._,,,,,,-.i....:-...--.5i.;:::,.,.,-,..-7.-...,,,,,,:-_,-...•,-..e.,,,,-.•-.-,......,:il, _i, \ \,c' s.rs A,,,,•'•): i *` _.. .4,- ,5.,,,,, iirim4;•.,'„ ;,.....'..1.- • 4.41•0•.„,-z,•::, ..! ,,,,'.2.,••-•,-,::„..-..-„,.. .i.,...i..„.0,,,. .;.••••,.„74,-, :-..4., •?...,..,.•,.\,.‘4'Z,'''S.Zi..,'..”'"- ".- d'* • *'''.1;i*Z2- .!.4'1. '''1i*::.1.t's4-;;?..;1!'-'''%?-t..7A.;'..7i.Z.A!':::4*i.'4_.?%1T.I.C•L'.•:-'7:t1 ::'T-••-',.7:',V.i:..,*.V"i-Z:i.i.-C'S.s.1c2'.','`i''''..;:'`^g--;:7-R*14-:''...:e.: ': .?•.i.- ---- ..... 1%121-4- IF;;-,,,,i,., t.1;‘.`,,, ....,4 -..5-; -;,,,t-.- ?..3- ' ' ---•Viiimm mentrai.zeffigli‘ \NI\ , 4.i,:,•-.•,\\ . . ‘ . - - . -•\•) I -'I• ••''',• ",• ``.. ' .' 1'1' •'•-•: '-'7;:Szn!..•;-.:"'-i.f.r--.1;;•t)'•i.. ....-•,-ei; -t;'..'.-17.f.,..x.:,..-::....,..:!.ff`-`,..;:t.•;•;-.;.-\.:,:•4;:';-•••.c.7,c.'..;:•'-..;",:.--.-.;:: of:---.'..---;,:;-.-,•.-.--f--4:;••.,...;"-.,-,-.,''..;..1.-,..‘..y ..:'•••-"',... :':; ,fe..441/...t! ---.., .- .••;;A '.'-;-1.-••:••••:-.:•••••';.7.1-,:••,•; •'•4-1.,:;f‘...- *Y.;,:!,.-!;"-??,".•;••••iiit•...-,s,-,1--%-:•-,-;.-Lir.,..i..-,,,,,.!.r,-.1„...-,,,,;,,,,:rs., •,..17.y.-....V••:-z..-- -.,.-72,,,,, ,-;?.-,.-,--:-.,-. r- .,.. ,-,e,11,,,,, • , %A •,?;.7,4z..,-:,,§"';'. ':,-i-,..1.-,.•;_•:, -----4:r;1•4 .3.7.-i. ..••••::-....&!•••••?.4--',-,-,:-..-et4..•,--„,--,•-•::.4c....c:-..:1,,:-:- •••••-• -;--..:•.,11‘..,-.::„,,i.4!•.":. 4:7" •111 _mg \ -4.,r.3,-.76 guti"...;;;..t1...,,,,.., _,,_.. ,.i.:.• ,.'-,:,,,,,:t_.-.:-...) ._ :. 1......... m . •-•:1-4,• .- .,,-',• i.,vi.,,-,,,:-..--•::: g:4-":3.C.,,o;;;......-i..7"."+ -.., 7,,i;:4-.Lt-ri..‘,77....4,_:V.7 :- ...4:7;:;.-7.:77-47.1^I7.1.,-7.7, '-- --'':71;'...A V.,-.I'',..47.7."4 .,....),-,...- •....,,,...--,. ,.*.i.:.--.,:t.,,.-r,:,-.11j if=riffirl• '-A ,a"‘":"i...t",,:-..".11 WAN' .4!,..;1...,,,:.„,..-7.02-• ,.1 ••.,,,,.,.,*-514,•,. 1 .....•• • .no ;. ,,,,,.. ,.,.. . • .. ,.. \ ..:„ , /1-/-1.-5-----,'„=•:-,-,.....„..-.. ..-_.--.---I •---,...F.- --•-•. -- ..... -. • ..:- ....••,,,,,,,‘„,-,,:...,,,..-,•_:-.-..„..4-....„.3,/,,,,-r.;..,v,...,f,,,,.,,--t.,w,,,,,,,,„,,,,,,,,,,,...-..._,...„..•...--.- ..--1.,__.- .,1-71,......:11-. 1‘.•,,,,,147:/e4f,i.':. 1 1 maillillfA )1• .' ''2 ,W*s li 1,1'.--. - -44'1, /Yr..- % '('' . .,...., ..-,.....,..-4-4.-., 4.......,--,,,,,,-,‘.1, ;••••,.:-,,,,..7,,„,..., -•-•,,,,i,..;;-.5, -,_,.ri;:;.•,cs,-.:,.4-.-4:;..,..,,4,--rcr.,2•4 „i ...,:r.!)'.6-='.;;;..t:t : -_-:---... :.so..in, •A.A.'--,_•:.,,, '- _ ,s=' .... . :---' -•‘!::.11:::... 2:- -* . .:•••.;-::"C,-...4-3--.;:':';....;V...;;771.:. .4.7.,•7;'........::')1'17;:rd.'S..41"...:A.-1!.;•-C.1... ....'..;'•'g'*.7_,_,,,,_ .7/'....1... ..c.‘•,,. 4 . _. , . ,-,,t, •,,1,. ,-, -...•:,..;:77,,4 4 C,... ..,-,..417„7, -:;...y,4_4-:is.1,`,,,,,,..;17,t 7..-47ST..•...11e.....77•V:'="7,i'f'?:SY'-'-'''.-:4'.'47--11.5,-.411.1 . -• --• yr ••'kr .1‘',.....• .,_ '' .-7.;‘.''::*I. • •• '.17'''''' 1- ,‘,,.1 -..,:,'--.:. `,:i,.',':::::::,•3.. -I..-..„..,'"..,,,..,-1. , ., ..‘,.-. ,,.......„._:-,,,,;_„- ,-,.., ,•,..„-.....••44,,•,•,. „.••••_„.4.,,,„,.?„?.,;.,...,,,z,,,,,,*,„,„ . -,,,,,•;:?•••••••5•,.:-::::::,p4-•":,;,.7--::','..ifr.;:r ci lz.'-:44;.1.• • _ • • NIRIbirai li la' 'i N. '•--''° a A ...,_., c., --,,..._ ...:--..... ,-•{- - 1/4 01 e • ' 4.3.,: . ,.../;--;., '\ '+ ; Al.,,i' s•• .1, . t' ..:..:. dikli, i...MAIE 1.-",. ••.,-) • : -- .- ; • ' ''- 111ff'‘',4' "2t.'''' 'f',1,'• '•• ' • ' ' • ;;;*--. : .:-;er'.1.' filet,tr r •:;1,.. -, ',...,•,,, ..1.-, 1.•11 / . •••N:•• , .,.., -....., __. The boundaries of the sensitive ares dis- Hazard ,• Issaquah 9 1/2 0 1 ' ImisH___Joi I + Aoidaydeitdionoa7 stehnessiet ivernaaprseasa r et n aa r phroaxve..antoei• Areas on . 2 inis MIMI= 3 MILE oh epemne nmt a oporeocipoms al y s ihtee.ci wre sheenr et odni I faerrteenvceei r,,Liu g' 14 fr/S N occur between what is illustrated on these maps and the site conditions,the actual pre- MOIE1 ;_1 sence or absence on the site of the sensitive ..am._ • area - as defined in the Sensitive Area 6 I • Ordinance-is the legal control. _ ; • • . .. � _ inii �r-'< '- '1-- - - - �.'�-�_ j - C I_. _ j - - - - I {_ i I-•�Vy�--^ i I � 1! -�- r. - .-= w-r-a.r+ iew+x9 � i�,. � fi - , - Gil . . t .. • .i i • •,,,,, ,i to "7,0114,c,-,;,..:..*41 &Mao _....3...„. fr.• _ ''''',.., . I) Oa) 11 , , - . . . 4 . .„tolf0A, I :,,.:,..,„„ft.i. c.,.,*. ,,,,,,_„. _, ,,, „,_. s .- ...10. ' • . . .. .., ..,3., ,..,,,,.....,....s.„. ..), Ns ,,,.1\ b, �I �� LtG�.'S 4•Ar....4. ^ .. �',fin��` -I ~ � _.,. f r'\i�.. -1' , .1...,.„., _-�.:. .. L 1 ., �' 'it �l(("� tMA �i��1i1�&�`'•- _ 'L� I .... f. •- - r `i,17 - - _ '_ - - - .'--�'� • ' I .._ ', All g 1� itkliC1I� lk 1 • '+"ui-��- 4,7 I lr, ,/\. t 71 Z3L-) �'Rt.. lip 44-',,,\- -vg-g11--A-30‘ '4, -(-02372.v,_:T:---7_„--_-- - :.... 7--k.- -,q1 -, , . ,:,. 1,77 / 'q-b \' .:._:_, ... • � v'i �� '--"a. •- \ �� - - •'~ J' d; �`� _ 111, E 1 --, _ __ --- \1 JN >` ,<'n. .,.; y`` \ sue—` y \ 4� l.- Y: �.� ter( �. �',��c�,/,It-- ,■p\�� •`�... o-�4 n.,, ,=tt:•I' .I I .f.1 f .; . .. - • \11. —__, d. .,_ /l /a�}�N -� .. �`,.. - \~ - � t\- Y 7.. Iv F v ;r ; f "f J-� - ,',\\ , 'ion -- ,..,..,,Tr_ \,,, C,' k• ,i. f • _ - - ,.:,... •- Alii&\,4,... 1. / l '�• \ • ` ��0 -� ' 'Kris-• ��' .- ---,•1 I, ,c r\� �s-� ' 1.-F. �' •i 'i \ ': i: Y',I.r. iA'•;� - L"�.', _ •t��i1a =•J • ry1. ,: .: '-, -4,..411N414' , c,,;..%s ,,,,v4tv4tis,... ..c-)' ,..;.,.,..) - ‘., ' ,, 7. i_r_.--- __ ,..,.. _ _ _,',. .:7\-.."1.....--'il-:'..\_--,(1"._,.,:i. .1.- '.rti. ‘trvit.L.t-- -/I ailui.,. ._, ',/,70,zc!"-)„,,„„--,. ----------,.::: : _k_____.,,,,, -.,,,, , .... _ _. ,., .___, .., -N.-t...-_,,.i.N_,,,, yr'` _,3' i'i4f(ise.: F ` _� • i s.-• 4i,'•.,:., Pi • A A. '•••. •cs.''''''s110-'• ,-•' •-•-- • -.---\ '' �� ^ \,, k ri-r-.ij 2 : 'j' I, \I it.- --..-•,,, k\-:-Al ,... „../::„.51:;,-,..... .. .,,•-- -----....,--,..,(_.-f./ - -,-,-_ _,--,--•-‘,....---- . . • 1 4 �I o� v s t=i,, TIOfFOtST' = • r O jOr :.N le., ''' .„i..., !-.7-1-,;;I.,‘‘ -- . c-,j /4 ,,- .:,, ,... ...::!r--. -, -` : . --'-. , , (-- -.:.,:- \‘‘,,,,,097- 19 '.- ..-'-'•" AP-,-......-7,,,,t, •••••.- ----..-::,,,0* .lo- .s...",,V-*1., „a ft„....*;-',A.i.A.. ''• :''.'.'• '.• •'''''\'-.)s'.';%.;,‘-,.‘:' ,,,,t. ''''''.z...... ,\.,.\-, ''''\'',:1_,.,.{' •-. i j:?-7 \kis.,"."--\,..-, -. 11‘°,,,,Illu. ••,,,,, ,z..-.: ,,N...:::.:i. •-., ,C),/j.,. ., , •,-:'...-.,,--=.--;-;_,. --:', ..-4 -' i. .;,;,:e . :-,A,-): ,,,...i.,j,"---=,-A "; ,Ait-,--,..„--•ri,--,--547g,,4 Iv .--.. Ist.4:_lis-j--;-..; .,•:•,,,,. :. ..-:,..1:\\ ;•-1 1.:::.,..„ u‘; • --(1,,/ ,- . ' .? /,_,s- \K::, -.\ 1. ��.�.� s� 'a _ < i , y�, +n - ie f .' <,- •'' • \ I, ,`' '1'III �.. % x -Q r�a � ' • ,.- Ur•a" I: i : 'E } j'".! ` is'\ L; - - ,.,ice. �.: _ �';X _w�, �.. \ , C4` `'. =aka -. . eEr� ,,d _,,, s � p 'mil �- • _ - �Y • - 6 •— i (ram Px;.�•,t (� s, ->o a ,\.'\ � li"'v 1 --) - - AI : +.,�� - - - r-'ram �:-:�-�:- ��,, q� - - �%:- "! A ./ •/: fi"(( rr-.r \ice"• \i - - � •C.�i _ -) d- • .�f•, pY,� ®'�� fa Y. -D. '�. - - }a: « 1 t / i•-<7s, `� �'" u r' . r.,-. _ ,_: "- ..F� • '`�lw._ .' / l ur Jam.. - J' ti-_, , � __ -�. • _.� Y`.`�.`' :Alit/ - ?i.�.. i�[8A1 'v' - _ 11} ! _ram ,`"/\ _ �".�`. •- - • ' r. _w. - ..v •\' `� \ i te '^ _ �-}- . I'Y=� �_ •\ •;`\= .. ^;�# . �. _�' f- f'-�' •may - T. . ;�- r. ;�•; .a • te - ice'\ y 1. ti! • ` = r ••:ri!- ,��..,,I"• _. `;•i _ -. ' ,,, h. , �f_', _ .} —'...t /"._ .: s • -r• g:.7_..,... o 1 • • y - :,., 2 , l 1 VENN ww `�14?1 -t8� 1 .� x ram. _ __ •t:^1: -� ': • ,�`-'. 1` .'�%.-=��-:��..�- a.e, � \�_ .. � a -'ice,' - _!;,,_ , ":�. , I r iMN iillE- - - ' ::; + '..r... : ;_ :-:..: ..,,, \ - �`1. • _ __ ,; , n-n•�F--vsr 't }:ate.. '+" 4* AIM. �� .( -�\:_ - - r7 mil _- -- �'-- lam. -• -- _ - a•• �� —- ._ _ -:\♦ 1 1i \ \`c,t '�l/- �® - y Q -� .,:. .fit '-i-'_ _ _ *'" 111111M. ''- li ;41,4 A 41::c,.. ... moil N -:.\ 1Ari J• /1 •` 44p ��j \ v J " ... i �r�. \ _-\ ` y• {r _ i� �.II yi) ? _ 4.� ,i✓ , • 26 I. 1 1/2 0 1 The boundaries of the sensitive areas dis- Issaquah 9 `..L-� 1 f played on these maps are approximate. Landslide Hazard _ _ Additional sensitive areas that have not been mapped may be present on a devel- w MILE opment proposal site. Where differences Areas -2 I J 13 occur between what is illustrated on these LLL »,pleas ' r maps and the site conditions, the actual pre- sence or absence on the site of the sensitive ,�, -9.. 14-- area - as defined in the Sensitive Area 1O Ordinance-is the legal control. Ir-=-•6 11- • 12Jhti\• • • 1,. ymG� ft,, .9 ., ` - ... �4.: -�/ a 16y irlc,'Cl.�" �. j�- �1 -�. �� \v'-Z_1l: ;�. • i� - ,--Q. - _ _ N }, ..., • .r . • •.��„ ,�,�' .... 1:,/il , sue �- 1' \ •" tie.,\. ,('"''y, f`'` , _•ii '�"�`." 'l / i '� '.��-•¢-., _ ] , '! i iJr� nS`1.�11 ! IeG .!:[,` !4.0„,,;te,,''L x `�-',,,l- t3 • • , , y /•.i s 'p i` was t li 1 ryi 1`- a -�-a. / .r � q¢l�` iy•' �1� l I1":: t•• ''' ' . -` '�Vk. /E .•/�Ls�.4 li i::,' '`- —�;•< Na``\\ a __ t,t. • ;i� ,3 i /� � r`- � 1. '+ yY�d�g`•4� ,. ,s.- �1.` /?/ ,i g (, a� �\. . b y ;• (ram A `.\ Y- H• �+ �1 F•►•� .� ff . 9�� 1d�rQY" � a . �/i i • �,•., ..:, >` Itf„icvirmitivj °d�/ acp'.l - � !�r �''� t - \. / `�, �I�• x'.:, _h `��54 M. n r` - - - - • _ x` y�:. + 1 �At{ lj, 1.R �'=� .�• � l,f� I�1 'di �. �\a' �%pp'1�)` ' E'r- 3 S"Z W I j i - _ ;:, ` -• ki �3 - i e. t,t , \ ,` ,'�� ,' is`• _ '{_ 't - •'.�i R'I>c r .,: ! t ,g.<p,c. (/ /. • �1' �' - +.r_ ♦ ' - Q' r2. •..: , >�""--��YI. , - �•��1.: 1 v�. _,�•` .} n \ -f'9:i. � � -• P.^1 1��:,1 �f�- ,` .,6. r>��r`T` , ,, \ t, It Per y •l.;- ,Y �\ „ s. {\x�e.,. +�. "i lg.., - / �, • ;(r' t \`\ S'rl,� �t • _ _ _`' ♦3v `� •� '3 • /• e,. - t +�1t�prl t ,1"ta�s�v �. '� - \ \ lank.•/:'•"' I� 22" zi I za t ,��' ^w, , q,l.a .! 7i ,,i ��. iEV v .�� •' �o�� I�zuct�i..`. \•, a. ��. - �itii RiY{ i.� ♦--)•� .-.. - \\, , j \�`ne r 1 iti r,�n t. �`tht a ; • 1 \. / r 1 "' k / ,' s, t , -t, I ; - ti, i - ,.. _ 1 a3�'\ V• . r.�. -- _ .. ! :\ s �� a ~� •1 tiy �•,�S as 1r -. / :\ ^:1 - ,: '\ _S',` ' .� /. :...i �.._ti^. � L% P r' I ! iv g' $ ,,; h� - - .� ,`�' .�� \ •,;- ,0•ipq �.\i'+,!\ ,} .. ?r ...!` - ln - Q `✓: %J. .`=- `, - -i- -�. , sli Ft,.i` C.f' , � v l 1►�� rs\ .'l.;t ? • 1 .�; 'I ` •i t •j ti; ;`''� �� \• \�—` i!' �`"' �. tli,�--z9_.`�—. �`r:si,v _ s- �-\,),r r ` , 1` - `-^ `.i l' Ja y � �•: �` I Jr..._)J ';r"' •)i� ��: �`�-i�t. '� / <fq 1v�� '`� _r.. 1,�:��\`��\ -�',r-.,��-/-:-�.�. 'ry-� .• � ��-�. 'a: ) (�• • l ,•,; �� ; `\ a � ram, ` � �/X � ,� �/ iK — - �/._:+ _ t /,)$,, �` - Ii � "die^" a �� y �... .C� \ '— f •� /�,f,./t/p% `j�' .. mi ilivkl( `' K _- •` J. �•) _� • �C }()7�`��.� .� 'y. .�+, - - �� ,- �3:-r�:'f- T.'> \ ,!:-r � r • \ i• -•� 1 . ':r --.-L .• •�" ,e t, te a. _ �',.. i ",i .. --`r?� ^:� ,e 'Stitt,. �4. ' �. 3? _ :,.cwY�x 1 c`��e��le l ti. - , �' \ ll.' / ti •- �' ✓ae ' E2'� -:e: '�)i� s ,;':•) •:.f ...,-;.i-�: `"s F" _ 'i< �! a �. t a f 0 ,,: \�e/� • - :�' .rye -"N'� .1� ►-1 \. f `` \ 'f3I t•% '/ /� 1 , ., y •f r._ 1 � / +_ . rs P e--,_ I w: • K • �� ` y ,21 �c� fig: ,.,.._.. ,,1 =lf- p �. '_ - - , :i�� _ _ ....(.4 I��1-r.� Y , ' r�, �,'• f1 _vim i f,s - - L e; _ • ''mil` -- \ .a. hs .-) - , ., - - � _ _ ,, '♦ i � :37I��.� ..r ram' -`�`,\ _ i- ,../ \ • . , --. ,' -•.•...- .--- - -or, -.:- .. , . -,-, - -17k1,11,-, ..,-. •,.i:.•:-..,,,-;. • --• •I-" , - .v.,. ..- M1 . .,... ,7%,,,,„..77s....%. 'i i. „• _---‘-'",`, `..;'-„:-.....:, . •L. ' ‘,,t...c--.-4„,,,,,.: ,,,.,,...,..,...oi!:•.,,,,,,..A0..:1--.;,„,,, W-•.,:-•.\ ::\ .;. -... :-_,,.: -;,,,,,, ..\..„,..., . ... --, . , ‘......„... . ..,,-.1/4...,..1,...15e,, ...• ...\ _,,...„,...,..., .. _ ..., .„_ .:.: , is �eI •ly• • �� ♦ .i4 - _ - �c 1 -Itclt T � :�=mom • , ft. 7• � •( ►. �rC .�j� - '.�",� `\` ram � - - -1.. � .r+.� .�<'i � :j. a , • • 't<�4A�lIL �+r. i • � ` y• -. ,a-fir . ,•t'7 Ff'I:m� �� \'r c �l fir.. .i 9' "'' '�' '.1� ` _ >f•' 't i - <J - ,,,, .> 9-^ y. igi '\-A,- - {J^�" " ._ .tt' l j..r,li , ,.". -•s' - _ - -G y•; •�` _ E. i_.. -.iv.- • sl�,. pS.� ®mr _ .t- 7v .fi _ y • 11}+t :if lt%i'lar _ 4 `, c-14 v t• ,, .A .` c fit, !t7.. ,: d t, n.,' �,'. U--_ ` s � \ `..•'� _ _ •,.•.7#1!.�t�l�t J ;l `\,tiliki -_ ��• \l =P ''j'S .7d (/b' -. �� .._ � r I�,��, -_ - "�'� � k , f ve�SJl ,�• i • ,.\' : li .... - .67.'..;.•::;:t▪ -:C. .fi::::::: :.-: •-•• :' ••.' .iariks. y ; \ Lr�. ? � l/ �'rr i ��[ '�}\ 1 f. � A\�s.t:\nit i 1-'17rt �asrr��0t1� • \ f:: , .,' L'�-max. = 1� .--J u ) -•', '411.• '1 •`i•" 9-' \j,\.,,\I\ i : o. :11 , -_+ r5. 1 • • \\} ,SAr / t _ „ ,-�`.:. {�/ r r/I r .,,yr' fry) 1 1, \ t \; s�`ro" Cts!•{lM.. • i• \ \\'. • -, ' E - , `�-?. _ 1..-_�- \1�. /.-'-^ / `( {�� -o. -\1.; \\' /: - - ..", r 6ii B h�� • • rJ -✓ es .;5 .'<,:s"';c!•ta- -•-i // WIV.9� '7f, ,/? _ • _ - ,' ;} /:__ fr. r '%y-;-,`•. / \ t:, At �7• 7•.ir+ ts.. ,� s.I lid :.. '., 1. r`. - l - ENV • • • P. s 2. tee., r_c '� rrt d - T-- j i�_ 1e .7 •"EPA^ :'1! '' /` o.^ • , It J n ` 'P F • ':J. _IAIli $ '11 1.. tentilt '.'. a z U! _ _ • ....-. a. 1 •b:- w + ...er �cif.:� ,a.. r C 1 `/ V / ai �� < f � �' rJ i� `• i o .A-..._rr 1` - r• ..:r •=-,.\•t� '� Jl a y"s z.. :i �` ..k \�1' r, __`Lw 'C» i.-rs / ! t f q�-�;tom '-v` Y� f t Sd'.. ,1, t� ®' - 2 \,• 12 el � .•i i7: _.. 7.3\61 L'�- i.1H: .Ads.:1�, .`s•ue' x ..• Aim _,+ •- � ;. � ' iia. • '. • a>. 1\, 't -'-'-;-',1 c` -• 1, r' r''-�•'\ zs 't'. -� t .' t „r..a: • . ,. , . , 1,. ._. ..._: . • ...T..;‘,1,., ...,:..-:. ''..'V‘.". ; . . • } 1 1/2 0 1 The boundaries of the sensitive areas dis- See wetlands and landslide hazard ,naps for ��7 1 I playetl on these maps are approximate. additional potential-seismic h,1%.ard areas, Seismic Hazard Issaquah 9 Additional sensitive areas that have not Wetlands and landslide areas arc susceptible been mapped may be present on a (level- to failure during earthquakes, t)ther seismic Areas 2 MILE -■ opment proposal site. Where differences Ilaza,d areas not shown on this map arc j-2• OrS ra ry occur between what is illustrated on these shorelines untlerlain by lacustnne sediments; i' � maps and the site conditions,the actual pre- these ale susceptible to liquelact gym,. sence or absence on the site of the sensitive ,�, g 14 area - as defined in the Sensitive Area 5_'10 , , Ordinance-is the legal control. 5 11 1 12 -, • • ■ — 1=41 ist=ii t=g __ __ __ EZI if I • , . 1 , ., A mi. - , " .y.1.-:".- r• . ,..,_,,,_•__... -: . .. •' . .."-'.• -')_. 1/1 • •.;.55:- , ";ale.&....`.11v--:: 14.'1.-Z,P,..-..,-'......./ 1411 /� )1,1 l�� $' N1f� T ! LYI �'♦ '. r '� r r.. :? • I \` • - �i� - \�• \ - /{� /. ' •'`ik:,�; ,qI ��"`��.',, �/fj v .a-4,,Wiir�`•��•• \' p i l w 2 t. _ 1 h,, �,`.��_ ` ` :i I r 9qr �lt a q..—'�. - ----- NN iN a„'��_ /" "G` I\7 \ '! [ . t \ \ L\� % .�'�i ��®'�.�_. r g /9J's oils., Y i ♦ I �o�� ;\ �l / \\ • ' '1�' i 1 / l: \ �.if'\. ;•?,' _ \ / 6eM#4's i; 2 Vail,'rt r�'� eyV. �,,;t�•!f '�\� \.r . , 'r r ' • dL irIC�T ' w �� '\\i, W. s , r �, �• -j.. ' \\ ,'' -_.. _.`� :' . :.i:. r ,1! h/I4. �j, ,,-�411.4 e \V S• 7 \ ice, i "+3•,.... _ ,�`. , +`p l•If I i �` i % •C //., -Y.„r .-- � It , `� \' i � �'1 �' '�--ice' �� s� I. '� B, .f ti .� r`ter ti r `((_.�. 1 mil /;i-': w :. `3'\- --- ^1,� C \�-. ,. ��\:� I l / .1 _ ' r ,b i'1' 1•�� . R�l`a''P<I -• �J. L. - a' _ `'•.", •\ . •_�- _7 \ ': ' -_� `\ ~� �, - ��`,',L \ t�- - •' `, t • 41(0, ��\ _ _ _ ��(�• 1l \ �' aitt, - - 'S.. (�•: ter,' / .- 1. \1 :�' t /, e` \` * /' 1---\I / . I Mil 1 ''-I- '{' V� 'dd .aim`• r: 1, �ii' i/ i' 1��'I-'' '',1y \ • \„4/4 \ Y� �4iiiiiviY1 i +f131. _, 'za r` •''1\,‘�1 - , -\ y `;-\ .�I 1 • ! �'®� ivo .j.;..\ i f - •• F •- 11 '\ 4 \• `� ter(—: ,^ e; ... • ' 1 µ., - :Zaq 1onx, ,.., .r 42.4.. vi 1 -'NMn�� \ 1L-. ~\,l�5`• - I _ Y=�� ,�'• � • y\ `��1 ! J`S /' _ I . p ` .. al' ,',r�>.r� `� l\\ M1' �� ` f : 1� 1 �: \'~ 1\ \ 11;iJig I�?� � � � } ! • / i. `/ • r f \�_4.. �. _ fi / (�7y1` \ t _•, 1 I ,\ i� _. '\.� 1 \ t•l� • . , ., �„> )\ ,`\ • £ _ .Sti /•� ._ tom-- •r ,� t,;. TG 4 �a• '. 1 \ _ ..� •'\1 J ! �.; ,_,r / r '• Y 1./'l �. `` -�� ,._�a�:( _ �;.---., `-t. r._-�-, ,��.i�• ,k ; �\ r • r + -\ 1,1) �> - -sr.',-.-" it ~ �, ` J' J. di' 1. \tL_ > Q Lill �7._'E'" ,a':- _ '' -i. �� ~7''� :\ fl; _.'`r6,l<�t r-��y .. \ Si%14,44i �c�. • 5 iZ :.� t \13�f�1 =�3r r. N � � ----;9.,-- - x, 17 ! ,[�y� 4.r' y., _ ` . �'. '� ' CL R1-' Ir. ;'"=>l '� /(-1 - `=tea _ _� - \ O .►\. _i Z I �'" I�� l( .rc't :r,; ":_. { :1 "; - - _ .< ,,r:..- 'Jr/ •.-. r� . \\. ikt ..1,15 �3 1 _/!'Y t`\ - i at`'. i '.. 4,..ti C�u?�.lg]�';�. --I .:-;--1------ .j {' 5, 11 .k G \` ..rt<".�� .z - , - - r_• '^ - / - '�' .,,• .. .// .f�G-.�s;`��;•?�, 91 11V-T�1 , .6iF.: .) '1. IN )i .• , \ P/a' __ - '__"'m i ..,....1:0 Jt ! mil. I s} _ l�. f i �, �� * lAr* tom. y:�, 1 v, 1 ' �— £a�l�. 4:. � � - a , . _.� oS � .. lit 'c a F �. �\ \:- �i , , i s :� • ry \, •� �7 , s y i:.;-1 -- -' _ - . • ue ..� r , b l lid • ,. : , 3 ,.f. ,€ ?sue - -.l✓M' ,� - i'` �i. ��•�. --i-: ..>-•.r--- _ f \ Ei� I I 1 IY s'.i` 5� e .nii - a<• \ \ \ 1 tfroili y • Py j / t W , .,ell gt �+q L . . a :" 2yi ,� .♦..?rs v. ( .,�:��l TA ., 1� i ,� 'sdrArli l <,, gj � ♦ - _: s. ._ '!' \ 's ..-:i-'� � � �- �=`..r M_, ^� c- �\ . r irrfFb .� . ` sC• .• (T .s!t:�+2 �` � utflierL V• I/ t� Qf' S drl � Y T? ,y`9.1 . glii r !r gu _ - n: ` c� I+•� ii�11 I% ota•� � A'niNig ,:jam., .,,- .sus__ -----, r- _I \- .'1 \ , I .is`• -' . . ;F. • ��: �[.• \` `, ilii:‘,6,,,::::::-.1:,',/ t, f / i _sue- /' ' \ � ,_ ^I"- r�c 'i- -- • �:-'s4<sz �� -so-. ,._. =r>� .is.-«.. .r. '/•: 'F r ,1 d• I i\a- ; -. y ._. . yam' ;1 _ �- i r-; I f .i ,gyp sty. ',ir. l \ s>: .- .� ,� ,_ I r • -IN - • '' - '; 5 .,.ram:: ?N!! •,•(.1: �,,- _ j '.,,.%., -_. '' f7 .+-\- .,,/ ;), �' -, '_�; .. 'lb'f ]_y 4: _ d\_,y \ ` `- _ •t \ !'-.! !'• i >r - �.�tea%`• -f.^.,, 1. . . • - ` .ice' �'\i.'._\' / _ "( Ji'rr' _ A I .-!_ y:' . . . . :. }e*i.• +<. itl•.. luaa ,,• .\'" -1` y � I `' '.,., `._. -r•�. -y� :1 rc , , . t � ,' j ;..' ,# 1 �� \- .�11� ` / _y v{ �' '.�i' �� 'i .- ` .,Gv- :,l�C✓� S` / , __ r %'�i�-- Y�/j! I )a' �" Lr \ / �, \ : �� ?..i!, ' 1' !. : t/I^_ I I' t' '�, 1!tom 11' -- .fir M \J el® \ JJI ti l' ''\ •/ / - ^ C'- J1 1 ter' ".\\ i\. \: � .�'\�4�� • •;' - .' '':'. • .`- l 747 -y+ - _. �\ _ f • ✓�.1 • r F 17.i. "i]V. -/, �\�/-`�"la-r� _:-r.. 1.-ter .=;.�-. \ �r- '4 -: - - .q: rit k. •.�-_ _ �_ r\- - � �, _ f,\ _ l ;.:',"/. 7 ,\, cam•.of :� .\ ,+5•< c tip : r►, !_lSi� / ?` a,_.,- . .. _ e// 7/a 1 /. . •. r;\ , . _� . . erg : -„.. ��/#�\\. \: 1 t ( ' 2 j" �_ yr= '� 'r \\�� .. . , I:- •• `'-�5. 'i•.,��.v,t� i / 1 !��" ,.`\ ?_' iJ .\., _ :\ �l, /` it Ir \\ �' 1 \ Y-ti r`z�, 1 .''_.RI / #:% :11 I1� \ i -.�� f "'~�.::•^ •-; --.t,1 'SFi� C �"'�' ��' 11` vr.� \ I �,\ �.. `� � • '�' `.;� •_.:•, - :' __Y ,-'(i• rim. C :'\- - �j `,� ; �� / •-r _ .. iplIf:_..1_ if,,,„- t A y _ ti t9,. -C• . amis �� `_` \ ., ,N. • - :'`' -- \ '• \ . • • r•��' r�7 ` �V l,V, -►';V,.:. C ,!` - d4 .l. �� r/ ,CT f _ \'/�'` .1. .- ! ,y: i ;/:�\\,\,I \• / '• �`�, 1. ' ,.,•..M 'i i. • \_ `l� f � ��` \• \ �ti • .®�. • '\ i \I '� • \ f� - . �- ,zs "`` t ao -% /i.•<. .� `ia �h-`�. I r ;1 \ \I'" I �� . ' � ( ` 4� ��t\. ki \` iflY. \ _� �C / � \i .' , ; �yf :1' / \ I i l \\/� t'. • ... � \\ .,,•.., \ \,\��! "ref R:�e � cc \4 ...+1;. % !y,' I \,.'L../ __ /// .I,�\`\1.\�% _i / 1 1 1/2 0 1 The boundaries of the sensitive areas dis- One- hundred-year floodplalns extend be- Class Issaquah 9 Played on these maps are approximate_ yond those shown on maps. Flood In- Steams and 100- ---�— I Additional sensitive areas that have not surance Rate Maps do not always show the r 1 •-•--•-••�• Class 2(with S81mor11dS) been mapped may be present on a Bevel- floodplaln to the headwaters of streams. Veal F1OOdp1a1nS 2 �a /13 MILE N opment proposal site. Where differences 1 Class (perennial;salmonid occur betweand then what d illustrated these use undetermined) 1i ,naps and the site conditions, the actual pre- 9 ,14, sense or absence on the site of the sensitive /%" area - as defined in the Sensitive Area Class MI Ordinance-is the legal control. 8 100-Year Floodplalns — — — Unclassified -_ j`tz- _ • jo ;.� a'( l,ainY calf AKE ? \�, f i,, '� �•/ w �,.. — a_ �1ililCl�Ti!ti 7,4rI` r�ion �? , `� .:..�. \ mlah _gj,• G�, • iiiii"�al, — 1� sr f'41yr• i c90 p �,1� \`\ ' — I .A North Fo• ,^ 1 �_ -7-V-4 28bc5 �I�tt�� E '— rIl i1gV;�, � t a r • , u N�O 1 1eJ \�/ \1 -7'a ®faj�� `tl„'�HI I+�`� �` �� r�1r' toy } ,1 \� ` S •��- �.�� \/ 1 ' • -�� • ,:r F,�.t\, q�.� Sat. , �=�1„,; r---.:, re—•'� '•�� \ '�:: 17 `, `i.�' .fr \ — -.. '• ,i,; t. y b I a - „,., r _ � r 1 l \ \.„ :I,4 �, .1 ,i0,,, ,rfi \; 'l • ' `d1� �' ah_Creek _ A31b i) ' ` i �\ •N ♦ �► ..MI 4t^'g ''.' -r :„W@" :1�� \ 1,.. `• � 1__ y -1�8tt �\ ' / • . ,,,_,,,,__,,::,:::::7-::____...._-__: , —,...,,, ,,T —, -, - 2 \ -.,--.\--- III11 '� lik- �Tr" , i1, __ \- �, :S. mil \ _ O _ _� . �!-..I�-' ' , kkgF1,0112 ' - N I` , iri\ `/mot,` - K. �� A.\. ^V -' C: 'E, 10,1 I•, `), .21.:,' /.J .`l2\i �<t P ilig� (•97471-41fl � � 1 •, \�. �.: - � �` �' '-J - ./ram\ -# f •-Q - \\ .\ � 1,111,1.4. n� i.ir .. ,� J,.• •:� - %, a '1 1 _ \ _ , 1 - alllit64 ilk -; tl' \*. 1`;:: \ : -- v�l �► - f ( \ �: �� Y - �� ' w'f,��':'1' . i ,• - \\ �_! - '�� - _ ' v 411 -'92b - i a;:.7 -- ! -"\ s • • r. , _ I , • l ' T i a i - • ..� ) I ,30 \ fit' a\\:`�®.�4 [+�N.QYi\. �:� • % 116 • •" _ ♦ '•� .,J i / •fib •1 - -'>!. _ J. .��_' e --' /��f - _ _ _ r.�-• i _1 ,f �� \� 4�y ,..,4 . 1 \ �-- - bits Cr: ,: /' _j' � C1+1 t!� \ '� s� �� -� _�• `Tt y - z. � �'� • ♦ y •>, , ) • ( A1sj` V-��, o . z Fork.,_ : `r , } _ �, �' �, �,-:,.:\ )• „„:- --- .- .l '�,. - 5. 6 `+'L Y ti � ,'I •�/ '-�' `:, ' j , fi . _ '. "-- �•1. •-. _, / � : , S \ i ' ! �, 'J ` l o ir-----i .,--_,-2,..-- --,.:- , , A ♦,t ••-• •.`•W.'TICM-O w, '« �+ l`, .•_,,__:. ,:. ., -,...,, .. f`_ %I - �� i-' - _ € _ . ?`� �' � U"' r a�'z i- i �• - _ b lam' •- • .'�• - ,r 1 14 n" �\ J� - � ..s{ 4 n-...` c� �� ' 1 z.'"V /' - 9 ,J 'CoatCreek. _ �. ca'- r , 11.1"416111 . �.,,_ ,1 3•� ' r:::\-. ;��a / i il : -, :�/\ _ \ '-, r . .,� ; ; , \cam if* •t �. t,� �. Q:_ •- ,��)\,' 7..1:-:..).: g•, '� � ti- v ,rT• _ � �� .��f-��'•. .IL' �'��:..�_>va � � _�-; 1 \. '�L,� �,. �\- -.4ca - - --sr. _,/ _ ' _ _ _ ::1` `f ly �... i /C � ' 'f Js� �..- Y�'f..-.` 1, �� - '�.i" `_a 1.•' 1 e -\ - - ! 1 _ - -- sf- +s_- zwr "ti:t __ _ r_.t �' S.,' - / � i:� _, ' ',:L. e. teri \''''' .,._,.,..a.r\,,,,,11111.._.r_._,,,,,, s .., . .:. ,7.....:_.., ..,7,A :,,::.:... ::,_ ., ,,, wmall. �. ;1oom .I tea; �' .. `9. k ��- ,•i w -•'4.•,;.;A:' - .a \ :\ \.\, � - �?'+ ram / .`e �"'ry9�:J '� �,.�` � / �J �� .t' '' � .. _ I �r. .r•e4 - 'r ''i •'' ;, 1 M', v- y ai '1ta �•1.1 �. > - • tii, l: - £'� i;, .. {, � '; � �� ,. ':'= 1 1 ' s5' / 1 r � � xl 9� ( _f- - .\ `'lam�:: �. Q f i �1 - 1 // 1 ` e ',ram • • _ t e ✓iikt• ff 1 :r •''fit --d- ' ." - -- , ,'t• .4/�,. - �. �. • .r�+:+��,.:Zf: z.t}'�; .4�-�c��ti�r� • AIVe�i� • 1� 4 .g • - -�•.� ,, _III ff(.I• �� .., v� � _-i• ',, - �"_ h-t;:` _ r x'!' � +• ,� .\..• -� n. \'- `j .1.1 ' 0-ram' + :t/' - ` --_ p, V i, •� r! = r b i' 1' _ �'t�. ` �d n.9°,tu\\, r i i�sf rs �� •�_ r`,-�,`_•' , •'r /'�% - - C V . \'\ \%'• . • sw t :y:• �� f..r{I '^yam• ��"` _ ../ "y. i' • \ !- - \4a �'.' ^` ..1 - _ _n /•/~ /�^ >. �. _ is ) 1 �.. $ AF"p - "`/ i to -•G • 1 , c 1 • • II, r _ s II: ii. �' ji \ •--�,w �� -..�<6: �k_w- .d �Y• ' `1.. y � �.��\ �\ \'' ` .� za ,7 -�F ;:/ 1i%/• <-.l - l y, ,u.. --- ., a=:ire - v •r 'l�l / - i. �c \ Q _. _ , Jt • y `t\� l ,� 0 L _ l• - ti ® _ F'N• � J! :P9� ]y :i I,x • h'r IM •a' •Y " ig. - r wt ,• . iii Imo.. ill _ r. '- �-- >,-_ :' T • _ ..•,� �s.�:-fit,','' ",V`•, _ �' .37 �( 4 \`\ 'A')--'"-' � • �� `-1 L` � / .. . :::: AI `_C:ti '.•v✓. •!`\ l l �; -/" - .'N - <.. _ J'"' r';� O _ +,y' •, �• - •\-'i%;k'' `•mac "�,:-.T,�• � , r • • • �+ ��r. U ,r �I :i ram\ r _ y r->—..,�r.!1;11 t- `r t' .�1` ,(� f >, v.'� :.',1. 6 1 \t Z • \ "'-'�Wm. _ :.`}yq� iri '•7 ..r 15' '-'---:.:: .it rev 1 1/2 0 1 The boundaries of the sensitive areas dis- Numbered wetlands, except those with an �y 56 �,.,•0 L Playetl on these maps a;.ieeerrae pproximate. "a" or "b" desigrratlonareIncludedInthe Wetlands wetlandsIssaquah 9 KingCounty WetlandsInuenfory, Thet f��J� — I Additional sensitive areas that have notlocations of wetlands designated 'a" havebeenmappedmaybepre on a devel- KAii opment proposal site. W differences been verified on the site by a variety of occur between what is illustrated on these sources. Wetlands designated ' 11 are map- maps •and the site conditions, the actual pre- Ped in the U.S. Fish and Wildlife Service ii - Bence or absence on the site of the sensitive National Wetlands Inuenfory,but their loca �� Basin Boundaries •MI area - as defined in the Sensitive Area tions have not been field verified. �, 9 / Ordinance-is the legal control. There may befrr 81- gaps in the numbering se- S..' '-: -'''''''''u�basin Boundaries quence within individual drainage basins. `t2 Exhibit G Wetland Inventory Map (Not Applicable) Exhibit H Drainage Complaints (Not Applicable) Exhibit I King County Soils Survey i , (2) CN values can be area weighted when they apply to pervious arczt of similar CN's (within 20 CN points). 'However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. -rIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY . HYDROLOGIC . HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP* Alderwood C A9C Orcas Peat �D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham D Puget D i Briscot D Puyallup B Bucidey I D Ragnar B Coastal Beaches Variable Renton D Earimont Silt Loam D Riverwash • Variable Edgewick C Salal C Everett A/B.,. `Sammamish D Indianola A • Seattle 0 IGtsap C • Shacar D Klaus C Si Silt C . Mixed Alluvial Land Variable Snohomish D •Neilton A Sultan C Newberg B Tukwila D Nooksack- C Urban Variable • Normal Sandy Loam • D Woodinville 0 HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted,and consisting I chiefly of deep,well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate Infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate 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 downward movement of water,or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential,soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly Impervious material. These soils • have a very slow rate of water transmission. * From SCS.TR-55, Second Edition,June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. • • 3.5.2-2 11/92 ..9 i KLNO l., U U ry t I , W A J ti t IN U t U IN, J U t\ l r\ L. vV ri ► c is U L J I U IN ivi t+ v ., .. 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 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC S GROUP LAND USE DESCRIPTION A B (C D Cultivated Iand(1):, winter c�idition 86 91 94 -98 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: • 65 78 85 89 Wood or forest land: undistu ed or older second growth 42 64 76 81 Wood or forest land: young se and growth or brush 55 72 81 86 Orchard: with cover op 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area • 77 85 0 92 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 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 - • Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number • 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 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 6.5 DU/GA 54 7.0 -DU/GA 56 Planned unit developments, °h impervious condominiums, apartments, must be computed commercial business and Industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering 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. 3.5.2-3 • 11/92 , `✓y .s 4 r , :fir 4,, �c �F..,r "'Olt-¢ �:w j , X1.1.- ''`ifs - '`Y.° "_tit ',•s c' sF t;r i, *ainY,.i"'4, "4+y, F`c '' .1w v-: .r t A iL"'weM,d`'� { Y .., :,A?.-. r 'Y`�' t 4 J`t 1J�L,! ,...„- - (/,(�y/�ry�`��__/j 7 . g.lit7 ,„.. 2. r r7' , - '• I+, •Tr '-,;g -f 22 /V 1 C / C! v'i'r� L 4 7ry;�J!wr��„y F. ` '.. t t -C -ij. `t.. Crr r•.r � y 'n.� ^C x ,,}'?"� -+.vy;• aJ 1.r) �'`Z i.. » ,-Wei,''NtV. 1'� trm1,'•' $t •'• 4` C Y ' ;i , tis .;ft„w ' r }na`''u.'.r Ti x,.' ,-1.;' i'..-... ✓/ j .p, , ,- y, S`•t� i�+'.5,�,",'.r(�t'SS'q'R�,r�i� '` i f; �n t"S. y a`i.��Y y. {h, t � 'a"r 1� t t' f`f"tw Js �,�y'fi�.: 'X ,s��y�,'„0 .IC 1ti 4. ',x F� d• t 'c ?, -. 'S :}':,� F'u .s� ",+:`J. ra.." x x a' J'r ,yr�. ,� io - r,4- .t �•,Y° ''":r.f"",, ;�d.F .J - "44, ,, �, ? h� ;# -.1:-.^,.e, a rrr.-F 3 ;:}r a ti ' `' ay , y�3. J�>vrue,•,-AA 'y., "�T2^}? ".: �' a a dF°f��'�2ie a 7J�' ��•. �, is 3 t 'i. £. t .r, 3 ,r $'�*.�', r r��yt '�,.,t� �L d,}'fr z,,, si, yi `•i1%k,,,41. -'' 'r -;:4"" r.T, , , h �4 Y `7. y Et` z,1?C,d 0}-H q' C =jXi p`,, , �,, 4 .:;;;k,,Y+-'7 tv,, 4, ,44^" a , 4v Sri,r 4'k t .r 7t Y43:;✓t' = i'Kf,� �lk,dc d,,,�?' ''. ti: �" ;r^.+„'!°'y'�=:`F'�3 if:. J u v��t"„'" zr�.C�3 $� ra `fie," Z tro4' L:.1'r r. l y :Y 3�,�'„%, _ n;R" %r:: •ct, s'L.;.,.. ,c G i Orr +' ,.d•rF 1 ,wad c� -s- •i 4 -�€y'r" `_' 1 -i, 5i: ,,,,, �c r u.�,g� .t '� k J+� ��"t,fi �Yj.t � �4,?k 3&. �Jii Jr+.l�;yr'� $ r -,' as:`' S 7, -2". ''," f;z;�73- ,p - ,. ,4 4. Orr U i ,4 4''£'er .4„ st a ,% '1"' .'C t a� { x r }.. '.d ,?. � r^t` r.,t' f ',FL 4-' .}`.i. �4�:. `c ..-"!'fi.w x _ { ;`)..- xh'A, �''✓ t ,T ti,1 y.s,r?ae'ro:'" t..,' '�s ;rYe, i17 F ia JY 3'i 'pia" ;;� S' ?1�4, a., - ,x vf, '� s. ;„;t,C+,,. " x3 is--„�, " ,,; , ,.asn '"t.. 1 x� _.a>S< ,zi..a ,:.• . `dr:' ;` 7.v y>,rrF:.„'. `4,..g-7. II _` - ' 4 , M�, i^r:; -tiv `:.'+:y �T(.y •<;,,Yi>N 4.dk * I•• },,'I, . l.i a, _ '`';',%::•'' fi GEOTECHNICAL ENGINEERING STUDY • "' PROPOSED CONSUMER CONNECTION - :'' r; . .F'" OFFICE BUILDING • x/:,q,,,:, ,,,Ye. `'" WHITMAN COURT NORTHEAST k;^ '<<; - RENTON, WASHINGTON " K,'i E-8342 �,. Jr , , ' `1 • • July 17, ''�1998 • •'•; , ,fir C 1.;o y z t `r - Aii , ',,4v"` 1 E elf M tT, ' W ii..., t-.. . • • r ''i':,',M ; fi.• '. ;.,p y.g s 1 • ix sr a . y'=. a,' ,' Qr icy :UGH ;4r ,�i �<r'y; 0. ; ,- .' 'S , i * Sy. ,, , .' ,;::i:W. r":"�yi ✓c - • '..h R :, "t0,. d^+" tea, am •y uY w., �4t• . e ;x*: + :, fkti ...`?,fri tf P f a , w, `"A- ' r ' f 11 . i f-`fxz i �} .o�y ^f+yy y` TM+ '' t -N.i y}r x .? ' N. , k • 4 Py�" • mkt ,0. r } >:;4 �` - -y- •:c-•::ip% tr ",p`/gqt - - :.t„ ,e'4'_^-z '.'4F i'r��3C�. 4 •''1. Y r'4-`v',�• - - _ .: . .,'s,ti;�..,..,,r.fl 'r.�' ,:J.i!5+'3...r'."o."`3'� ,r•:r!,�..- ' oGi' .�'i • f.i. � ®e }t „ • ' . '�:}:' s {'j�6.%Y" . , {g z>,poff _, ' , ^i' :'t�,w ;'k 1. .-, . Vi 'xa.�.r:. . ,�:*;;, ,. ,, - <'t�.-. .. • •,.• ... • ';<" . - «V:".`r. =''e';H .F %� ., ,. . y . " ,''•r' f `a'-C„o � �ty. �, 4%9:a � - :.-,, �` ` s,•'4: tn. ?p S ,_ $ 5LSI. -;::�;ad;�::„.'..r * " ' t.a"i.".:}, - `; s, rfm,3 h "s.•.Q 35.'. ii1�._, ',•:.0•.r�.r .. - fi ` :tli`kli' j"A4S <a `' uk , v.�-;rw • , • ., ', - .-, : .:',44x . nr .,hJ •�r ,ArA,�-?4, 1 ;_, y_:;'..� tw'�'n ,.� ul.� ^ �� Y �� Y'"^ 'riF-+rz ''-_,-:;:�Rj:v" I� rV �Y �, Nry� _, %- � • r " '. ,. fi^r,.Mt r'.. .�;-,`,_,' � ;ra x?-Yv"' .� ./.5' a . .v`k..k `;c.-'` s.;,. ,` - _ .. • _ - Y-e"` -Snay. wi a ' fi -.a V.., % ->,��c ?,v4 .1'. '{` ' ? Fqu4; l, ". r d i x • ::4 �;� , >.• a ar oi1suitants Inc'.- .r� 4 yy. l� yy f�.vrY.,�ya, �:f ' �::. . • tga A- t r 'v" .,,2'-R. -it-` s K- ` �JAI i�l .. • y ;4,' t EnShrc.;a-e�o''44'4FnvlmnirrentalSctentLsts: t 1�3'��r. I. ,k r'�' Y '�f ' i`�°W. Y h+ -3[ i^t '-.Z'�y J d f�,Y �. 4� A it .--; • .! �1v 3.t -.r frr4, .1. rPct.- 11-5",4.�,` {',.:-- 2,---5 tt"�. 41 h r.�` - ,=::-o ;, ei',$t„;:,, "Yr 71!„.w# s ?":•:4-.x�{, ^. a xc %3` `i. .Yd"t , `:S"41;'f�r�'11.-.114 i.,'- ' .. :N,'-c;>fi�w'"t,'•-'� -,, �b..�1 ��.� F.� `•saw- xr „..,, `,7k'� *'* • �y��.�# ys- �', �, �d, y,' �.F- �c ' Vck�i,A t 7 47 - i e~t '`e ' Ji',:."4,1 - - ?,,.� - '"1 �'. ..:.,__-,:<x�'•�,..','.� ... .-.,.,i ,-4k-'.""',l�-GF''�'„ ._ i, •CY_...--,,A,....,,,,,wf'f -t' �i+ ,>r',f�y.rt-`..+..�.+#.•. - - x'+ ob Cv813 • GEOTECHNICAL ENGINEERING STUDY ' PROPOSED CONSUMER CONNECTION OFFICE BUILDING WHITMAN COURT NORTHEAST RENTON, WASHINGTON •E-8342 • July 17, 1998 ' : .PREPARED FOR.- , ':. CR PROPERTIES,LLC :_:' • c • Mitchell .._McGinnis Staff-Geologist • • a Aitip � � • Kyle R. Campbe . r�F'r Manager.of Geotechni ,, - +•• ? i9 { ti ' 1 EXPIRES .It/A.k3 Earth Consultants, Inc. 1805 --136th Place Northeast, Suite 201 Bellevue, Washington 98005 ' (425) 643-3780 { ,�� Earth Consultants Inc. +��`1�� Geotechnical Engineers.Geologists 14 Environmental Scientists July 17, 1998 E-8342 CR Properties, LL,C 400 - 108th Avenue Northeast Bellevue, Washington 98004 Attention: Mr. Gary Chatwin Dear Mr. Chatwin: - We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed Consumer Connection Office Building, Whitman Court Northeast, Renton, Washington." This report presents the results of our field exploration, selective laborator..y tests, and engineering analyses. The purpose and scope of our study was outlined in our June 12, 1998 proposal. Based on the subsurface conditions encountered at the site, it is our opinion the proposed building may be supported using conventional spread footing foundation systems bearing on competent native soils, competent existing fill, or new structural fill. Slab-on-grade floors may be similarly supported. We appreciate this opportunity to be service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Kyle R. Campbell, P.E. Manager of Geotechnical Services MGM/SDD/KRC/kml 1805-136th Place N.E.,Suite 201,Bellevue,Washington 98005 Bellevue(425)643-3780 Seattle(206)464-1584 FAX(425)74-608-60 Tacoma(253)272-6608 TABLE OF CONTENTS E-8342 PAGE INTRODUCTION 1 General 1 Project Description 1 SITE CONDITIONS 2 Surface 2 Subsurface 2 Groundwater 3 Laboratory Testing 3 DISCUSSION AND RECOMMENDATIONS 4 General 4 Site Preparation and General Earthwork 4 Foundations 5 Slab-on-Grade Floors 6 Seismic Design Considerations 7 Excavations and Slopes 7 Site Drainage 8 Pavement Areas 8 Utility Support and Backfill 9 LIMITATIONS 9 Additional Services 10 APPENDICES Appendix A Field Exploration Appendix B Laboratory Test Results ILLUSTRATIONS Plate 1 Vicinity Map Plate 2 Test Pit Location Plan Plate 3 Utility Trench Backfill Plate Al Legend Plates A2 through A5 Test Pit Logs Plate B1 Grain Size Analyses Plate B2 Atterberg Limit Test Data Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY PROPOSED CONSUMER CONNECTION OFFICE BUILDING WHITMAN COURT NORTHEAST RENTON, WASHINGTON E-8342 INTRODUCTION General This report presents the results of our geotechnical engineering study for the proposed Consumer Connection Office Building.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 provide specific geotechnical recommendations for the proposed development. At the time our study was performed, the site, proposed building and our exploratory locations were approximately as shown on the Test Pit Location Plan, Plate,2. Project Description We understand it is currently planned to develop the approximately 12,000 square foot commercial lot with a one-story office supported on piers above a ground level parking area. The proposed building will have a footprint of about forty-five (45) by one hundred twenty-five (125) feet and will be constructed in the approximate center of the site. The proposed building will be of wood-frame construction with the supports consisting of cast-in-place concrete piers. On the lower level will be an elevator room with stairwell with a slab-on-grade floor. We anticipate column loads of eighty (80) to one hundred (100) kips and slab-on-grade floor loads of about one hundred fifty (150) pounds per square foot. The building will be surrounded by asphalt paved parking and driveway areas. Vehicle traffic will consist of passenger vehicles and occasional service trucks. 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. Earth Consultants, Inc. j GEOTECHNICAL ENGINEERING STUDY -' CR Properties, LLC E-8342 July 17, 1998 Page 2 SITE CONDITIONS Surface The subject site is located on the east side of Whitman Court Northeast approximately one hundred forty-five (145) feet south of the intersection of Northeast Sunset Boulevard and Whitman Court Northeast in Renton (see Plate 1, Vicinity Map). The subject property is bordered to the west by Whitman Court Northeast, to the east by an undeveloped, densely vegetated lot, to the south by an asphalt parking lot north of an existing apartment complex and to the north by a parking lot south of an existing office building. - The asphalt parking area located immediately north of the proposed building area is located within an approximately forty (40) foot wide drainage easement. This drainage easement contains an approximately thirty-six (36) inch diameter corrugated,metal pipe that outlets to a creek immediately northeast of the proposed building area. The site is essentially flat, with little discernible elevation change across the site. The site is vegetated with dense grass and localized brush. -, Subsurface Subsurface conditions were evaluated by excavating four test pits at the approximate locations shown on Plate 2. Please refer to the Test Pit Logs, Plates A2 through A5, for a more detailed description of the subsurface conditions encountered at each test pit location. A description of ;field exploration methods is included in Appendix A. The following is a generalized description of the conditions encountered. At our test pit locations, we encountered a surficial layer of topsoil and duff that was approximately five to six inches thick. The topsoil and duff was characterized by its dark brown color and the presence of organic material and abundant roots. This soil is not suitable for use in support of foundations, slab-on-grade floors or pavements. In addition, it is not suitable for use as structural fill, nor should it be mixed with material to be used as structural fill. Underlying the topsoil, we typically encountered four feet of loose fill comprised of silty sand, - and poorly graded sand with silt and gravel (Unified Soil Classification SM, and SP-SM, respectively). A one and one-half foot thick layer of fill was encountered in Test Pit TP-2. The fill was characterized by trace amounts of organic material, concrete rubble, miscellaneous debris, and the loose consistency. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY CR Properties, LLC E-8342 July 17, 1998 Page 3 Underlying the fill, we encountered silty sand (SM), poorly graded sand with silt (SP-SM), poorly graded gravel with silt and sand (GP-GM), silt (ML) and silty sand (SM). The soils contained variable amounts of gravel and cobbles. The upper two to three feet of the observed native soils were typically loose to medium dense with trace amounts of organic debris. At two, to threpfeet belowgrade, the soils typically became medium dense to approximately nine feet below grade. Below nine feet, the observed soils were typically medium dense to dense to the maximum exploration depth of thirteen (13) feet below existing grade. Groundwater Light to heavy seepage was encountered at the test pit locations. At each of the test pit locations, perched groundwater seepage was observed at approximately eight to ten (10) feet . below grade. The seepage was observed entering the excavation along the top of an approximately one foot thick silt layer observed in each of the test pits. The soils below the silt layer were typically wet to saturated. Based on anticipated excavation depths and due to depth of the observed groundwater seepage, we do 'not anticipate significant seepage will be encountered in building or utility excavations. However, the contractor should be prepared to address the potential for groundwater seepage into excavations, especially deep utility excavations. The contractor should also be aware that groundwater levels are not static. There will be - fluctuations in the groundwater level depending on the season, amount of rainfall, surface water runoff, and other factors. Seepage levels and flow rates are typically higher in the wetter winter months (typically October through May). Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual field classifications were supplemented by Atterberg Limit test data and grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of the laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual test pit logs or on a separate data sheet contained in Appendix B. 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. ECI cannot be responsible for the interpretation of these data by others. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY - CR Properties, LLC E-8342 July 17, 1998 Page 4 In accordance with our Standard Fee Schedule and General Conditions, the soil samples for - this project will be discarded after a period of fifteen days following completion of this report unless we are otherwise directed in writing. DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, it is our opinion the site can be developed generally as planned. Building support can be provided using conventional spread footing foundation system bearing on competent native soil, competent existing fill, or new structural fill. The existing fill was observed.to be in a loose condition. If loose soils are encountered at the footing or slab subgrade elevation, the subgrade soils should be compacted in-place to the requirements of structural fill. It may be necessary to overexcavate excessively loose soils and replace them with structural fill. Slab-on-grade floors can be similarly supported. This study 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 CR Properties, LLC 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 proposed building area should be stripped and cleared of all surface vegetation, organic matter, and any other deleterious material. Based on the thickness of the topsoil and root _ layers encountered at our test pit locations, we estimate a stripping depth of five to six inches. Stripped materials should not be mixed with materials to be used as structural fill. - Following the stripping operation,the ground surface where structural fill, slabs or foundations are to be placed should be observed by a representative of ECI. Proofrolling may also be necessary to identify loose or soft areas. The existing fill underlying the site is in a loose condition. If loose soils are encountered at the footing or slab subgrade elevation, the loose soils should be compacted in-place to the requirements of structural fill. Alternatively, the loose soils may be overexcavated and replaced with structural fill. If adequate, in-place compaction cannot be accomplished the soil should be removed and replaced with structural fill. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY CR Properties, LLC E-8342 July 17, 1998 Page 5 Structural fill is defined as compacted fill placed under foundations, roadways, slabs, pavements or other load-bearing areas. Structural fill under foundations should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D-1557-91 (Modified Proctor). The fill materials should be placed at or near their 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. During dry weather, most soils which are compactible and non-organic can be used as - structural fill. Based on the results of our laboratory tests, the on-site soils at the time of our exploration appeared to be near the optimum'moisture content and should be suitable for use in their present condition as structural fill, provided the grading operations are conducted during dry weather. However, laboratory testing indicates that some of the site soils have more than five percent fines passing the No. 200 sieve. These soils will degrade if exposed • to excessive moisture, and compaction and grading will be difficult if the soil moistures increase significantly above their optimum conditions. If the site soils are exposed to moisture and cannot be adequately compacted then it may be necessary to import a soil which can be compacted. During dry weather, non-organic compactible soil with a maximum grain size of six inches can be used. Fill for use during wet weather should consist of a.fairly well graded granular material having a maximum size of six inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. A contingency in the earthwork budget should be included for this • possibility. Foundations Based on the encountered subsurface soil conditions, preliminary design criteria and assuming compliance with the preceding Site Preparation and Grading section, the proposed office - building may be supported on a conventional spread footing foundation system bearing on competent native soil, competent existing fill, or new structural fill. The existing fill is in a loose condition. If loose soil is encountered at the footing subgrade elevation, in-place compaction will be necessary. Alternatively, the loose soils may be overexcavated and replaced with structural fill. , For frost protection considerations, exterior foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at;a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth - of eighteen (18) inches. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty-four (24) inches, respectively. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY CR Properties, LLC E-8342 July 17, 1998 Page 6 The foundations,may be designed for an allowable soil bearing capacity of two thousand five hundred (2,500) psf for competent native soil, competent existing fill, or structural fill. Loading of this magnitude would be provided with a 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.' For the above design criteria, total settlement of foundations is expected to be less than one inch. Differential settlements are expected to be less than one-half inch. The majority of the anticipated settlement should occur during construction as the dead loads are applied. Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils, or backfilled with structural fill. For frictional capacity, a coefficient of .35 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred fifty (350) 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. 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. Slab-on-Grade Floors We anticipate slab-on-grade floors will be used in the stairway/elevator room at the ground level. Slab-on-grade floors may be supported on competent existing fill, competent native soil or on new structural fill. Where loose soil is encountered at the slab subgrade elevation, the loose soil should be compacted to the previously discussed requirements for structural fill. Disturbed subgrade soils should either be recompacted or replaced with structural fill. Concrete slabs should be provided with a minimum of four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as 6-mil plastic membrane should be placed beneath the slab. The vapor barrier should be sealed at the - seams and care taken during construction not to damage it. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Earth Consultants, Inc. GEOTECHNICAL, ENGINEERING STUDY !_ CR Properties, LLC E-8342 July 17, 1998 Page 7 Seismic Design Considerations The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code (UBC). Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not detected without instruments. Large _ earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture: The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty-five (55) miles. Surface faulting from these - deep events has not been documented to date. Therefore, it is our opinion, that the risk of ground rupture at this site.during a strong motion seismic event is negligible. Liquefaction: Liquefaction is a phenomenon in which soils lose all shear strength for short _ periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain to grain'contact and a rapid increase in pore water pressure, causing the soil to behave as a fluid. . To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sand and silt); it must be loose;it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and/or differential settlement - for structures founded in the liquefying soils. In our opinion, the potential for liquefaction induced settlement at the site, is minimal. Ground Motion Response: Based on the encountered soil conditions, it is our opinion soil profile type SD, Stiff Soil as defined in Table 16-J of the 1997 Uniform Building Code (UBC) should be used to characterize the site soils. Excavations and Slopes 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 site soils expected to be encountered in excavations would be classified _ as Type C by OSHA, and as such, temporary cuts greater than four feet in height should be sloped at an inclination no steeper than 1 .5H:1V. If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. This 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, if ! requested. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY CR Properties, LLC E-8342 July 17, 1998 Page 8 Permanent cut and fill slopes should be inclined no greater than 2H:1 V. The above information has been provided solely as a service to our client. Under no circumstances should the above 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. '__� Site Drainage Light to heavy groundwater seepage was encountered in our test pits at depths ranging from eight to ten feet below grade. Due to the depth of the observed seepage, it does not appear groundwater will present construction related issues, unless excavations extend to depths of eight to ten feet. However, if groundwater seepage is encountered 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. The appropriate locations of subsurface drains, if needed, should be established during grading operations by ECI's representative at which time the seepage areas, if present, may be more clearly defined. The site should be graded such that surface water is directed off the site. Water must not - be allowed to stand in areas where foundations or slabs 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. 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 o'f this report. �— This means at least the top twelve (12) inches of the subgrade should be compacted to 95 percent of the maximum dry density (per ASTM D-1557-91). 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. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY CR Properties, LLC E-8342 July 17, 1998 Page 9 The following pavement sections for driveway and parking areas can be used: • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (ATB) material. • Four inches of Portland Cement Concrete (PCC). All pavement materials should conform to WSDOT specifications. In our opinion, a Class B - asphalt mix should be used. If the PCC pavement section is used, the subgrade should be moistened prior to concrete ' placement. The ;PCC pavement section can be constructed in general accordance with the practices for construction of slab-on-grade floors. A thickened edge is recommended on the outside of the concrete pavement section. The concrete should achieve an average - compressive strength of 4,000 psi at 28 days. Utility Support and Backfill Based on the soil conditions encountered, the soils expected to be exposed by utility excavations should provide adequate support for utilities. - 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 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 inches. A typical trench backfill section and compaction requirements for load supporting and non-load supporting areas is presented on Plate 3. 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 the client, and our experience and engineering judgement. The conclusions and recommendations are 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 ENGINEERING STUDY CR Properties, LLC E-8342 July 17, 1998 Page 10 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 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. ya'",es Ot _ ar ' t ��'' " ` .w Via:: , : 1'`" � ' y •r;:'.g .i, , ., �^ .a�- ' . ,fi V 4: R �} 3. '-�= :w.S 'BST -St ,+ ,, r '�;�'`' �-' - ,ie. j ;x t�,, �" _s� as ..k -i`� -.,•• ;.;�- �� • ":e. r2--� < y+< A'� a,d �� rty ,3,�:: w -y,,.'.v,. °.'•:c'--'i.4_{v ,,��Yt � n= .�•: •.A». �'' S,.�* s e..�y;Y - ' .� � tt`''_..;-�-d = y' i 3, sY ! E' •L.,`iP, �1 .' j � " 4g•`f.: ',s ` : �, �y r h.1 t •i' t r h,,tp ifXf }V rt44» St .-i V" .ig. °;1'?" '..tY$slur 4 ?`'-4^,a ' x a 4 3� : b15 ur'} .•1$.,:' .4 +rkx y..J,Y T cly `^Sx d',.," 1,gc7°•.--.r`�S'[i.,�vrl,, Y n� 7'.d. ._ v:.. r��'ei. - • `e�t �..,,a-ix ;t • t•. ...,,' k. $. S.aC 3 1SY,. vv t�,S f'd,^Fia.v,r: qq..,,,, .-. .+.. T 4 .r w. fr:.-- ."�'-• .: f U4 . :s ct .'' :r'''e4, r^Yi "r 40c4z;€7•"`•,6-`,',.,.y;' t.'*. 1%,�e.,t, 'a . : Y' ,." ,' l•rtic- 04,1,4,...:'itt, ! ! -P'. ,.i° F [i,4ci,'"� `.,,3 J.C. ..fgr.4;'i.,, r- :4h .w...si eif'irR�.'4-"f' A,Ykt �3 " My"l�'`;&'' 4-s ..5^f� j� s'. -^'. r ; c#'sr~.,k _ •, k ,'•fir e.� , a+ l'`. c r-'+i ,, r � .. •, e_xt ",?Y >` ••,' ,•.,• t).'t"y..� ''.1..•..>..,,, fi r ''.Mic4•i�� • # *.61.4.W '{ 'a'..'�, 5i F '�ti•"ice - t-- . >, �- P a "''ui}': • X+ ='?'4" :'' '••.z.a :LD fin^'" "g' r�? - - 't ...f G e ib'P A'•;, ,r . f , fi anh? a=,I .. r F a y f' r turf a rite .- • tiPfRRs' c"a < Sd rti• E 1 1:44'rza.,�'�:i ;.! a•t4 '3C ,`ta �ta� x. .khy�T zo-t 1 Y t n •,p, ... "' i?„ F,: '- }p"�.� -Ar. :r :,av ,. ,r',"y i{serf .4?° _`.#y .° r, _Y _- . ?--r. 1:1-p)px ,1 r4:11 kvr i _' °Ss."":.31•'fe �U':v.i.,., ` 'Mi,t, i:�N t .-"l ii..45•" < p � �AA� • ,,t J 'yr- 4 i12 b< • ',, .4,,--� j I f'J..X' G, .t.JriMr', q' y , '".1 c i y��,�i„,`�f _- "�i<. 1, �'^r § �.�.. v.s •�' C�T. i w"�F h � �'�•y� �. ' - i - r',,� -�`6�it ' '� 4 -f r a`i i tit r_r, *- F d1 s", T., rr.1:,..;..- Fe-, : i 7'�.4 r .. i�. . i� 4`.i T { +'� ,d •t�r.3F M#! 3'# y f "4a S. 'IA5 .7,,,,,. '' 0 _...:'7;, �*}� 11 ^� �s�v,�.r!�,^y �_ :3 ��x ^'� ^�;Ft��`"Iv`,�,✓�i`�'i<,z:"+a':�4. " • � �' � r x r � a} . RV* ',.:'''41i t"-•, 0"-".; -,t' .'' i.',, .'1--'"'" ..i4—.to * 3: x< < vj :i3 -s�5p' vs-,,,;:—... :a ▪ 041 �5'z �: 'j"F� :.. ' �.1 4 .44 ' Y4 ,. a '` y t ' � ,� tikt. F •.{1r .-- �"".e:. t '£use`o :,c-i• .. �'' 'k xt �,, � r .s . s •rS. 1. t `s v -ccz Ft.,21aT „ s'ra . ,. e;'-� 4.0,,., ''P ' .`` i '�. { ��i C� 4 `s.e �,P a �"•�i�Y,, s �• ,v, '.:^ 3• l�sa 'G� ��¢¢'' # "t,. xir � e'.4. •»# .,,.., . 'i'4# ts;t • d '3 Fr fv�'� R33`` �' x s Y . a yid i S -r W ° •�•,,k. , ...'a� Y 4t g' Ci ghJ a - z t),,, s .1 - S ek t tea, a .ys� a ii ' v`d .. •"Ifi,•9J}^' ��ys,. a'�,vt3 W rl t. �„ .. ` < .x S! '"4 :St:" > ;;4a s ;a !Y : i'a'z S �" ,�• F, ,1 a3+4&: T y: " 31, " 2 U f aa e ti.4 Y n '. ,, `s. 1.."r`'sR 'f It$VW,, i. .i t ',tb T'''{.�r . ` a, .,vin,•,,,f.s.°" t r IS'., • , ti .s - tH t a ,,^�,,fL ,,,/, :,:.; i'S.*� i cam •• ,,'�th 4v...,i--, �-•'•'"¢ kr';3 t .:.. M1 Y` ff°` "}5'SlJ W▪ ,• 1 . :r' r 3d. ''•:Y x� R 3Ray.,�...s.. . " ",z -,: Fri ,� c , I`r' :' - n s -,$,ii;zg1 r -ririt :. '. 3 .m xr- r ri 'zix' u 4. - €(t "1, '*�?" ,y'�--t.� `',' 1 S'Q• "_ f ..r �: •Fre.. Y ik$�' ':- J�t1••� 0 a 1.yAir:::-, a,•,, .41 F• ,' :r, -`,. W"4"WA ',., ! x v 9'� F. vetL i✓, � )pb{y Mq S,p'44`+u 3Y ,, 1�P ^yl '° '{t 1 tl,,P,lbw 5 5IP.y'C•�'.N 3 +f` �>• „; Y11 9 � 1sU'Y } Y'�'Y �,• E 'b ,u,.44.', p L# .K1 t 7,, °l,9'_?v ' +.. �3>i L, j 4 --xT'}t I .�i` ., '• ' 4> as x S i Y 4I r• -Lrvq �' 0` �. � a.a' .�,`tc��'T'. � r wa�' P��,�< w•�• ,p ,.;.�, �£'i F:A4 0y't4'�" _ •,„} itis r A �K�� r: �f� 't•�°'� j � ,� ' ' e�t .L, i.;h • wr- k .,z,- z ,•• •'F 'FP '''; # iM` rM ce{. t "4 �'�i w �,;f .iz „�,'t f¢ 3't„F(.Y ,, 4 ' t KS' � � • 'ruCiT; � ,;,s � � ,+ .��x c .• r y#�5;j ;4r e • fRsa` •ItrA �'• "'S*.` ' "T Y " 1� �s 3 b .a1 v 4„1. �. �',.� :WO;'gp�:�,d,, � �,'� r.� , , 7�,, 'w 5�.,, �. x �J e..,�.r�+^R�6:14.1:*•�StS1 3?✓�" nr! s tt -. - A. 0-� Ar #'."r y. . ��`yy,4 r b - ram,a ''I ,t 4•x °`F`� Y ,.�� 11" 's ''' ` �f8�1 Sr�� `S�., '_.s 4. .. .. :# rf+ ` n' ,,' ,, `^+?r• -'V' 3."•. Y`.,•"1 +»'�.y -- ` a d ; r. ,,x q ".a r J a #t r" L4 d! t� z ny� e, �'4 •.! ' D ', !'s • '''''.,1',.. ?° ." a ¢�4 tt+0 F.# .' "', °, rum i • ,a-AV ,h yy,'ry 4 I, `fc C.f`. , �, @ r s44i.r� W i'F n , f -" eay, ,sg• r^aX dal k� ir. ,z, yt sr, tyl. .li Y z t. - a>�;a ;,Y:a. '.�`-'.11'—'3' ','�'- ', "' -x,.-4* Wa:_: i ,t 'W.'1,a- �.`, w Y .-n i.�,a.dt.4`i• ,li .f , - , d.. . ` V 40. v Pr e a a - r 3 "',srF.K x .:' *. . . t '�i YS :.+#'"'....,�'. :e% •"' :s•��2' "'' 'FV r .. Y' % �C 2?2S{S� ,,,. ...,.. ._ ° �::,�tf'cT. 1'^ .__ :'dw �'sf?§:. ,• F\1 ��1;21((Y�;` � Earth Consultants, Inc. Geotechnical Engineers,Geologists&Environmental Scientists Reference: Vicinity Map King County/Map 626 Consumer Connection Office Building By Thomas Brothers Maps Renton, Washington Dated 1998 Drwn. GLS Date June '98 Proj. No. 8342 Checked MGM Date 7/1/98 Plate 1 0490 1 I Existing _ I � VI Wood Frame L�l��JJ — Office Bldg. Approximate Scale p 0 20 40 80ft. �,� �v��'^fir. .. �` r o %f'' Rptt,'Akz.14* ,flk-.40.01, . o.._ ¢T ,, o ' n ` `• LEGEND ,r,v,,v,tx„:;,.-,:,,r•rktetti,- ,p ,.,; � ,,aornh£' e4, TP-1 —m— Approximate Location of . GIN : r, ':s � 4,# ECI Test Pit, Proj. No. W I07 iiii e;t - w ,-�,, E-8342 J F�r: esS��. :�: � I June 1998 � I C �. "1� ��_�`.�� P"� 41 Proposed Building �:^.�-•3'y �•�FiT'y"^PF.r� L.tiy.�,.,.'`5Y' �rF�M<< • `' ` '°I I 1 Existing Building Q i IJ ` r , Subject Site I — — TP-1 I I _ 1TP-I Proposed I ' k Existing Asphalt Parking ` fh Building 1 ! gdLot With Parking I • • i Below t 1 " t 1 I 1 0.si '0 dll i Earth Consultants, Inc. TP-I I ��il`� `I��,,V�� Geotechnical Engineers,Geologists&Environmental Scientists I —. " 1 TP- is iTest Pit Location Plan i 1 1 Consumer Connection Office Building I 1 Renton, Washington _ _ _ _ _ _ _ _ r_ Drwn. GLS Date June '98 Proj. No.8342 Checked MGM / Date 72/98 Plate 2 Non-Load Supporting Floor Slab or Areas Roadway Areas -14 •Oginggaggagi Y'tiv ` r ��iJ 's+�vtt'c�5 r -_ - 'o •Y (q d•-•a �o ° ° Varies - 11 0 0 O 0 0 0 9 5 0 o - o 1 Foot min imum nim m u Backfill - Vri a es PIPE `o� `•p0.o'oa o. •Ooo.o.° • oho doo '•'OOQo• '4�• 0.b:�0•00• 9: • Bedding Q.:4;0• •° °0 a'' ``C • Varies o.O.:.ocro0 00 c:• d o o°Qo oo-oo:• 0°,Oo•fo00°3lloeO!o��U{{��.O OO;pQ190029ooQ'O' dADA Qo` o.9,bQonU�o°0".Qod; O•9QQo.o°o;O LEGEND: AUV:4m Asphalt or Concrete Pavement or Concrete Floor Slab iTSCKV 0Oe0 Q0a0t •° o e o• Base Material or Base Rock Backfill; Compacted On-Site Soil or Imported Select Fill Material as Described in the Site Preparation of the General Earthwork Section of the Attached Report Text. 95 Minimum Percentage of Maximum Laboratory Dry Density as Determined by ASTM Test Method D 1557-78 (Modified Proctor), Unless Otherwise Specified in the Attached Report Text. Bedding Material; Material Type Depends on Type of Pipe and •0 p' Laying Conditions. Bedding Should Conform to the Manufacturers 14°1. Recommendations for the Type of Pipe Selected. 4/4\ TYPICAL UTILITY TRENCH FILL OA 11 $ Earth Consultants Inc. Consumer Connection Office Building 'l� 1 '�� Grotechnkal Engineers.Geologists e.Environmental Scientists Renton, Washington i Proi_ No. 8342 I Drwn_ GI S 1 natc .1111y'9R Checked MGM I Date 7/17/911 I Plate 3 IMPORTANT INFORMATION 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 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 under optimal 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 The following suggestions and observations are offered matter how comprehensive,can reveal what is hidden by 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 REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage,to iden- tify variances,conduct additional tests which may.be OF PROJECT-SPECIFIC FACTORS needed,and to recommend solutions to problems A geotechnical engineering report is based on a subsur- faceencountered on site. exploration plan designed to incorporate a unique SUBSURFACECONDITIONS 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 and its orientation; physical concomitants such as Subsurface conditions may be modified by constantly- access roads, parking lots,and underground utilities, changing natural forces. Because a geotechnical engi- and the level of additional risk which the client assumed veering report is based on conditions which existed at by virtue of limitations imposed upon the exploratory the time of subsurface exploration,construction decisions program.To help avoid costly problems,consult the should not be based on a geotechnical engineering report whose geotechnical engineer to determine how any factors adequacy may have been affected by time. Speak with the geo- which change subsequent to the date of the report may technical consultant to learn if additional tests are affect its recommendations. advisable before construction starts. 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. 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 •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 client involved and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose,or by the client ARE PROFESSIONAL ESTIMATES for a 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. A GEOTECHNICAL ENGINEERING der the mistaken impression that simply disdaiming re- REPORT IS SUBJECT TO sponsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing MISINTERPRETATION the best available information to contractors helps pre- Costly problems can occur when other design proles- vent costly construction problems and the adversarial sionals develop their plans based on misinterpretations attitudes which aggravate them to disproportionate of a geotechnical engineering report.'lb help avoid scale. these problems, the geotechnical engineer should be READ RESPONSIBILITY retained to work with other appropriate design profes- READ RESPONSIBILITY sionals to explain relevant geotechnical findings and to CLAUSES CLOSELY review the adequacy of their plans and specifications relative to geotechnical issues. Because geotechnical engineering is based extensively on judgment and opinion,it is far less exact than other design disciplines.This situation has resulted in wholly unwarranted claims being lodged against geotechnical BORING LOGS SHOULD NOT BE consultants.To help prevent this problem,geotechnical engineers have developed model clauses for use in writ- SEPARATED FROM THE ten transmittals.These are not exculpatory dauses ENGINEERING REPORT designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which Final boring logs are developed by geotechnical engi- identify where geotechnical engineers' responsibilities neers based upon their interpretation of field logs begin and end.Their use helps all parties involved rec- (assembled by site personnel)and laboratory evaluation ognize their individual responsibilities and take appro- of field samples. Only final boring logs customarily are priate action. Some of these definitive clauses are likely induded in geotechnical engineering reports.These logs to appear in your geotechnical engineering report,and should not under any circumstances be redrawn for indusion in you are encouraged to read them closely.Your geo- architectural or other design drawings, because drafters technical engineer will be pleased to give full and frank may commit errors or omissions in the transfer process. answers to your questions. Although photographic reproduction eliminates this problem,it does nothing to minimize the possibility of OTHER STEPS YOU CAN TAKE TO contractors misinterpreting the logs during bid prepara- tion.When this occurs,delays,disputes and unantici- REDUCE RISK pated costs are the all-too-frequent result. Your consulting geotechnical engineer will be pleased to To minimize the likelihood of boring log misinterpreta- discuss other techniques which can be employed to mit- tion,give contractors ready access to the complete geotechnical igate risk. In addition,ASFE has developed a variety of engineering report prepared or authorized for their use. materials which may be beneficial.Contact ASFE for a Those who do not provide such access may proceed un- complimentary copy of its publications directory. Published by ASFE THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/(301) 565-2733 0788/3M APPENDIX A FIELD EXPLORATION E-8342 Our subsurface exploration was performed on June 23, 1998. The subsurface conditions at the site were explored by excavating four test pits to a maximum depth of thirteen (13) feet below existing grade. The test pits were excavated by Evans Brothers subcontracted to ECI, using a rubber-tire backhoe. Approximate test pit locations were determined by pacing from features as shown on the site map provided by the client. Test pit elevations were determined relative to each other. The locations and elevations of the test pits should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Test Pit Location Plan, Plate 2. , ' The field exploration was continuously monitored by a geologist from our firm who classified the soils encountered, maintained a log of each test pit, obtained representative samples, 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 test pits are presented on Plates A2 through A5. The final logs represent our interpretation 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 further examination and testing. • Earth Consultants, Inc. j ,_ • MAJOR, DIVISIONS GRAPH LETTER TYPICAL DESCRIPTION SYMBOL SYMBOL {23 < GW Well-Graded Gravels,Gravel-Sand And Clean Clean Gravels 1GraQn e-N <1 gw Mixtures, Little Or No Fines - Gravelly (little or no fines) ilk M r I Coarse Soils . GP Poorly Graded Gravels,Gravel Grained 1 ,; gp Sand Mixtures,Little Or No Fines Soils More Than GM Silty Gravels,Gravel-Sand- 50%, Coarse Gravels WithIllb gm Silt Mixtures Fraction Fines(appreciable Retained On amount of fines) fic011GC Clayey Gravels,Gravel-Sand- . No.4 Sieve gc Clay Mixtures Sand , . o e.K SW Well-Graded Sands, Gravelly And Clean Sand o QQ o o SW Sands, Little Or No Fines Sandy (little or no fines) a;:�; �k-:.!�:;�. More Than "• `+�"' ' "' SP Poorly-Graded Sands, Gravelly Soils Q:>:•`: ''ij:kQ`::Wi _ 50% Material I ::• �I:<.<.•Q::.r:::`if:: Sp Sands, Little Or No Fines Larger Than • No.200 Sieve More Than • ISM 50/o Coarse Silty Sands. Sand-Silt Mixtures Size Sands With Srtl Fraction Fines(appreciable , Passing No.4 amount of fines) <:;.%' SC Sieve ,, ,,,, SC Clayey Sands, Sand Clay Mixtures • r I I I ML Inorganic Silts&Very Fine Sands,Rock FlourSilty rpl Clayey Fine Sands;Clayey Silts w/Slight Plasticity Fine Silts Inorganic Clays Of Low To Medium Plasticity,Liquid Limit CL Inor 9 Y, Grained And Soils Clays Less Than 50 �` CI Gravelly Clays, Sandy Clays, Silty Clays, Lean I I I OL Organic Silts Arid'Organic I I I I 1 I I I 1 OI Silty Clays••Of Low Plasticity MH Inorganic Silts,Micaceous Or Diatomaceous Fire More Than mh Sand Or Silty Soils 50% Material • Silts Liquid Limit Smaller Than And CH Inorganic Clays Of High No.200 Sieve Clays Greater Than 50 Ch Plasticity, Fat Clays. Size ' ////i OF'I Organic Clays Of Medium To'High Oh Plasticity, Organic Silts ..IV I PT Peat, Humus, Swamp Soils Highly Organic Soils a'_ `.fr. �(G ``r pt With High Organic Contents Topsoil '4/�'4/y J Humus And Duff Layer 1 • •••♦ Fill ♦♦♦♦♦♦♦♦♦♦♦♦ Highly Variable Constituents ♦♦♦♦♦♦ The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. DUAL SYMBOLS ere used to indicate borderline soil classification. C TORVANE READING,tsf I 2"O.D.SPLIT SPOON SAMPLER qu PENETROMETER READING,tsf W MOISTURE,%dry weight 11 24"I.D. RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL • pcf DRY DENSITY,lbs.per cubic ft. , LL LIQUID UMIT, % 2 DEPTH OF ENCOUNTERED GROUNDWATER PI PLASTIC INDEX • DURING EXCAVATION 1 Y SUBSEQUENT GROUNDWATER LEVEL W/DATE • 1 414' ��. 41) LEGEND 11�, i , ) Earth Consultants Inc. �B (krnu link,J li,.ginorrs. a11ugiils&Ijrviramr•n611 Scw:nllsls Proj. No. 8342 I Date July'98 IPlate Al Test Pit Log Project Name: Sheet of Consumer Connection Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8342 MGM 6/23/98 TP-1 Excavation Contactor: Ground Surface Elevation: Evans Brothers ' ±390' Notes: w o H Surface Conditions: Depth of Topsoil & Duff 5" U (%) ro Qw t tr) SP-SM FILL: Brown poorly graded SAND with silt and gravel, loose, moist ♦♦ 2 -abundant roots to 4' -trace concrete rubble ♦♦ 3 10.5 • 4�s -12% fine • $ • GP-GM Brown poorly graded GRAVEL with silt and sand, loose, moist lb lib •. 5 — •f• -abundant cobbles ' . 6 SP-SM Gray poorly graded SAND with silt, medium dense,wet 7 20.4 } ? 8 -moderate seepage at 8' ML Mottled brown SILT, medium dense, moist 40.9 1 9 SP-SM Gray poorly graded SAND with silt and gravel, medium dense,saturated -caving 10.2 r>? . 11 — 12 13 Test pit terminated at 13.0 feet below existing grade.Groundwater seepage encountered at 8.0 feet during excavation. NOTE: Elevation estimated from 1983 U.S.G.S. Bellevue South Topographic Map. rn 0 r a „► • ,,t* Test Pit Log y`I Earth Consultants Inc. Consumer Connection Office Building �iP/ Vl/ \. GeorechnicalE,gineers.Geo'ogLsts&Environmental s<'""ists Renton,Washington Proj.No. 8342 ,Dwn. GLS Date July'98 Checked MGM Date 7/7/98 Plate A2 _. 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 Consumer Connection Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8342 MGM 6/23/98 TP-2 Excavation Contactor: Ground Surface Elevation: Evans Brothers , ±390' Notes: w x (1) C.Go Surface Conditions: Depth of Topsoil & Duff 5":tall grass 4.(%) Q G-' uZ to Cl) SM FILL: Dark brown silty SAND, loose, moist 1 -abundant roots,trace concrete debris 2 SM Reddish brown silty SAND, medium dense, moist 17.6 -trace charred wood fragments 3 -small roots,trace gravel SP-SM Brown poorly graded SAND with silt, medium dense, moist • -contains gravel !''d 5 6 -grades to gray 7 21.6 8 -heavy seepage at 8'along contact with silt LL=45 PL=31 40.0 g ML Mottled brown SILT, medium dense, moist PI=14 SP-SM Gray poorly graded SAND with silt and gravel, medium dense,wet it;a :'i 10 14.4 11 -becomes dense • Test pit terminated at 12.5 feet below existing grade. Groundwater seepage encountered at 8.0 feet during excavation. • 00 G, r- a, ,�� Test Pit Log • ` Earth Consultants Inc. Consumer Connection Office Building 11.4 �I \ ` Geaechnfral EngtrKers.Geologists&Environmental Scientists Renton,Washington • w Proj.No. 8342 Dwn. GLS Date July'98 Checked MGM Date 7/7/98 Plate A3 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 Consumer Connection Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8342 MGM 6/23/98 TP-3 Excavation Contactor: I Ground Surface Elevation: Evans Brothers ±390' Notes: • w o 4 ( o Surface Conditions: Depth of Topsoil & Duff 5":tall grass R, • (%) N A Ga b e7 rn U �oo�o SP-SM FILL: Brown poorly graded SAND with silt, loose, moist o•-• 1 -abundant roots to 4' 9.0 2 -trace concrete debris ooioi -metal wire in sidewall 00000 3 — �o�o� r -becomes reddish brown 4 4*• • • 76.1 4 ML Dark brown SILT with sand, loose,wet, contains organics, possible old SP-SM \soil profile 5 — Brown poorly graded SAND with silt, medium dense, moist :? 6 - 7 -light seepage at 8'along contact $ ML Mottled brown SILT, medium dense, moist to wet 41.5 s SP-SM Gray poorly graded SAND with gravel,dense,wet io I . i GP-GM Gray poorly graded GRAVEL with silt and sand,dense,saturated, heavy 10.8 �_+ 11 seepage at 10', 12%fines SP-SM Gray poorly graded SAND with gravel,dense,saturated 13.2 :o. ... 12 Test pit terminated at 12.5 feet below existing grade. Groundwater seepage encountered at 8.0&10.0 feet during excavation. co • h w ? 00 r. 4 Test Pit Log a 41 t• Earth Consultants Inc. Consumer Connection Office Building hbi r �, Geoiectmlcai Engineers,0eologists&Environmental Scientists Renton,Washington -- a w Proj.No. 8342 'Dwn. GLS Date July'98 Checked MGM Date 7/7/98 Plate A4 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 Consumer Connection Office Building 1 1 Job No. Logged by: Date: Test Pit No.: 8342 MGM 6/23/98 TP-4 Excavation Contactor. Ground Surface Elevation: Evans Brothers ±394' Notes: w o 4 o Surface Conditions: Depth of Topsoil & Duff 5":tall grass w c) • (%) Q �' ro U SP-SM FILL: Brown poorly graded SAND with silt and gravel, loose, moist ♦♦ 1444 2 SM FILL: Dark brown silty SAND, loose, moist 3 -contains bottles and concrete rubble 28.6 4 • {' 1 GP-GM Brown poorly graded GRAVEL with sand, medium dense, moist t •• » • 5 . •1 ! 1 6 •• » • -becomes dense, abundant cobbles • • 1 1 7 -becomes gray 6'9.1 ' -4% fines SP-SM Gray poorly graded SAND with silt,dense,wet 8 10 -moderate seepage at 10'along top of silt ML Mottled brown SILT, medium dense, moist to wet 38.5 11 SP-SM Gray poorly graded SAND wit silt and gravel,dense,saturated 12 11.7 Test pit terminated at 12.5 feet below existing grade.Groundwater seepage encountered at 10.0 feet during excavation. • • h a • its • i1; Test Pit Log I-4 `� ` i Earth Consultants Inc. Consumer Connection Office Building u'\1� \\�F/ Geotechnical Engineers.Geologists&En ron` tal ScientistsRenton,Washington Proj.No. 8342 Dwn. GLS Date July'98 Checked MGM Date 7/7/98 Plate A5 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. { • APPENDIX B LABORATORY TEST RESULTS E-8342 Earth Consultants, Inc. SIEVE ANALYSIS HYDROMETER ANALYSIS -13 SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH. U.S.STANDARD _ GRAIN SIZE IN MM z N^ v O� O v �p O O oQ O O O p o 0 O 0 o • O O ppcei g O .N- p Tt CO N .- c—c7 ui CO a 039 9 N M V (9ro O 9 N O 0. O 0 0 O O.0 O /�-� 100 • w ts' 90 \ 10 � • • - 0 'G 80 �•'% 20 - i ; : m 70 m m 70 � 30 DJ m •. C) to 0zi 1• a Z �' n m s0 \'' 40 -i C m •• o e -+ 70 \ • e - 50 D O a `50 •. Cn co Cn (f) ;91. 70 ti " �.. 40 '�. 60 Co ~ k n m b�'b. -< f 30 `''`, 70 m 20 ' 80 ._.1 x- O m a U1 10 R., - 90 Fi x 0 I I ( I I I I I I (HI ! I I I Mil I I ' I mil 100 (D n T. O 0 O co0 00 0 (3 0 O CO CO V CO N '. C° CO a C�) N '- O lD d' M N O l0 V f7 N r- • 0 0 0 0 O 0 0 0 O O O O '� fi 8 D M N GRAIN SIZE IN MILLIMETERS v 0 z - •{ n COBBLES COARSE 1 FINE COARSE I MEDIUM I FINE FINES 0rt 0 GRAVEL SAND .. IJ• N w o m CO w p D Boring or DEPTH Moisture Z KEY USCS DESCRIPTION Content (%) LL PL co i-h y Test Pit No. (ft.) C O n cn ��, _ i m m -o cn O TP-1 3.5 SP-SM Brown poorly graded SAND with silt and gravel 10.5 -- -- 03 N. `D N 6----- TP-3 10 GP-GM Gray poorly graded GRAVEL with silt and sand 10.8 -- -- tv r• `A []-•• TP-4 7 GP Brown poorly graded GRAVEL with sand 9.1 -- -- 100 80 x 60 a >.. CH U 1— 40 A-Line • 20 • v v CL-ML ow) 0 20 40 S0 80 100 LIQUID LIMIT Natural Key Boring/ Depth Soil Classification USCS L.L. P.L. RI. Water Test Pit (ft) Content • TP-2 8.5 Brown SILT ML 45 31 14 40 Atterberg Limits Test Data /Ps1 y $,f Earth Consultants Inc. Consumer Connection Office Building \XVI/\1lii\ / Gw ^�Engi &Enw �s Renton, Washington Proj. No. 8342 I Date July'98 It32 DISTRIBUTION E-8342 2 Copies CR Properties, LLC 400 - 108th Avenue Northeast Bellevue, Washington 98004 Attention: Mr. Gary Chatwin 2 Copies Barghausen Consulting Engineers, Inc. 18215 - 72nd Avenue South Kent, Washington 98032 Attention: Mr. Daniel Goalwin Earth Consultants, Inc. I f i H £, ^LEVEL I `DRAINAGE:•REPORT FOR:- , = ";CONSUMER CONNECTIO S3 OFFICE='BU 'N ILDING LOCATED,AT- ..,_ . ..3.:: ?`N WHITMANw COURT sN.E. / ter- f,: E • N� "f�iJ �•.t. ARwSu SET:� �.E1fAR#3 RE NTONw°'YWASHI �,, ,f N,wW!��i V,NN '„3;� �:;�; -»/" .""•!."; •1, SF Y#+,, f. y OUR JOB NO. 6813 � P. GRo,N'u of , SEPTEMBER 30, 1998 er �r4,7o s / �T 9 23976 0 �y, Prepared By: ! EXPIRES G//�/Cj'J , BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 COHAG yam: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES TABLE OF CONTENTS 1.0 General Information 2.0 Upstream Drainage Analysis 3.0 On-Site Drainage Analysis 4.0 Downstream Drainage System Description and Problem Screening 5.0 Resource Review A. Basin Reconnaissance Summary Report B. Critical Area Drainage Area Maps C. Flood Plan/Flood Way FEMA Maps D. Other Off-Site Analysis Reports E. Sensitive Area Folios F. SWM Divisions, Drainage Investigation, Section Problems Maps iI 6.0 U.S. Department of Agricultural Soils Survey 7.0 Wetland Inventory Maps 8.0 Conclusion 9.0 Appendix Exhibit A Vicinity Map Exhibit B Drainage Area Maps Exhibit C Off-Site Analysis Drainage System Table Exhibit D assessors Map Exhibit E Basin Study Exhibit F Sensitive Area Folio Exhibit G Wetland Inventory Map Exhibit H Drainage Complaints Exhibit I King County Soils Survey i-� 6813.004[JEG/ec] 1.0 GENERAL INFORMATION The site analysis for the Level One Drainage Study was conducted on September 28, 1998. The weather was clear and sunny. The proposed project will be to construct an office building. The total site area is approximately 11,970 square feet(0.274 acres)in size. The project will be located within a portion of the southwest corner of the southwest quarter of Section 3,Township 23 North, Range 5 East,Willamette Meridian, City of Renton, King County, Washington. Based on a more localized description, the project is located 180 feet south of the centerlines of the intersection of N.E. Sunset Boulevard (SR-900) and Whitman Court N.E. The building shall have an elevated work space consisting of one level and parking under that level at approximately street elevation. 1 1 6813.004[JEG/ec] 2.0 UPSTREAM DRAINAGE ANALYSIS • According to topography of the site, there appears to be no sheet flow drainage onto the site from the surrounding properties or the upstream area. However,the upstream areas are collected by the Honeydew Creek realignment project, which runs through the northern portion of our project. _I � I II 2 6813.004[JEGJec] 3.0 ON-SITE DRAINAGE ANALYSIS The current condition of the site consists of approximately 0 to 1 percent slope. The site does not appear to have any drainage basins within the property. However, there are two 36-inch by 58-inch CMP pipes that run from the east property line through a 20-foot storm drainage easement recorded under the City of Renton Short Plat No. SHPL-101-89B, recorded under Recording No. 94082309006,in King County,Washington. These CMP pipes appear to be in relatively good shape. The head wall at the intake of these pipes has some spalling on the concrete, but, is in relatively good condition. 3 6813.004[JEG/ec] 4.0 DOWNSTREAM DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING The downstream drainage from our project begins at the project's northeast corner. It is there that all upstream and on-site drainage enters into two 58-inch by 38-inch CMP arch pipes. This pipe continues to the west for approximately 476 lineal feet and at a slope of 0.12 percent. At this point,the flows enter a second set of 58-inch by 38-inch CMP arched pipes approximately 440 feet to the west of Sunset Boulevard and Whitman Court N.E. These pipes convey the flows across Sunset Boulevard N.E. At this point, the flows enter a rip rap armored grass swale approximately 100 feet to the east of Union Avenue N.E. and Sunset Boulevard. This swale has approximately 2:1 slopes and a 10-foot bottom width. The grass inside the swale is 2 feet high and no erosion appears to be present in the swale. The outlets to the pipes have some sedimentation which is approximately a foot deep. The swale continues west along Sunset Boulevard N.E. to the intersection of Union Avenue, where it is then directed towards the north along the east side of Union Avenue N.E. At this time, there are two 58-inch by 36-inch CMP pipes running from east to west under Union Avenue N.E. which direct flows across Union Avenue N.E. The pipe flow outlets into a ditch approximately 10 feet across the bottom and 2:1 slopes. It appears this ditch is also rock lined, but, it is very hard to tell due to the amount of blackberry bushes in and around the ditch. This conveyance ditch runs into a natural drainage course along the north side of Sunset Boulevard N.E. This drainage course is located behind the Chevron station and a town home development named, "Creekside on Sunset." The conveyance channel appears to have no erosion problems, although the terrain is too steep to grant access to walk it. At this:tiine, the_requirements.of-a quarter-mile downstream has been met.and-appears to have noadverse affects-for_our project.. 4 6813.004[JEG/ec] 5.0 RESOURCE REVIEW The following is a description of each of the resources reviewed in preparation of this Level I Drainage Study. A. Basin Reconnaissance Summary Report B. Critical Area Drainage Area Maps This site is not located within a critical drainage area. C. Flood Plain Flood Way FEMA Maps This project is not located within a flood plain, as determined by a FEMA Map. The FEMA map for this project can be found in Exhibit E of this report. D. Other Off-Site Analysis Reports No reports have been included at this time. E. Sensitive Area Folios Each of the sensitive area folios associated with this area was reviewed. After review, it was found that the subject property incorporated no sensitive areas. F. SWM Divisions, Drainage Investigation, Section Problems Maps The typical drainage compliant report that are usually described in this section in a standard King County Level I Drainage Report were unavailable due to the fact that the site is located within the City of Renton. However, we did research the downstream area of our project and it appears to incorporate nosignificantdownstream_drainage_pcoblems.- 5 6813.004[JEG/ec] 6.0 U.S. DEPARTMENT OF AGRICULTURAL SOILS SURVEY The U.S. Department of Agricultural Soils Survey for King County has been incorporated in this report. It can be found in Exhibit I. 6 6813.004[JEG/ec] 7.0 WETLAND INVENTORY MAPS The wetland inventory maps that were available for this area were reviewed. It was found there_ are=no wetlands in close_proximiryto outproject:r_ I , I i J7 6813.004[JEG/ec] 8.0 CONCLUSION The downstream area of this project appears to have no major downstream problems. All drainage segments of our downstream appear to have adequate capacity to convey the added flows from our development. _-significant__erosion=problems were found in the downstream area, so in conclusion we feel there is no_adverse impact on the downstream system if_the dve1opmentofôur . project incorporates the City,of Renton_standards. • 8 6813.004[JEG/ec] Exhibit A Vicinity Map V.r yp" I • 3s nr� rT_•i: is NL59T "� a• , F. '•� �� 7S AY4. Q' „hT J lyl'.•tee V(R r:.XY law * 3 ` A y. 3S Viis. dOY_in iSN 4 ONl4i " C}• Y. N. 1..a. • t -"i8<.S AF urri 0 N N � L�J'2 Jy L:il�O�i '�1 V,*�TS.K-F.. �' G.. HMV! N *rc' Areal , .- rZI'�_g s ( T 35 AV H18E,T`. y3� I ✓Q 1SPi:TP-, :..eav!; '=': xLaer f,:.;N O, a iF� ��1EG�i0 91Y`ulll �J —_ 0 '"�w"'� �H18£I�SE AM'd�I ; 0 T I T. 4,YGf 3 .— t r �'3E1+ V 14 E i A'J �y'r,J' �� " L P, !',• (�' v+Cr 7I," �Y ,S�,+ u-p°,;4, ,., ,A f rD' i I t 31M uEkY �°'r Al'. NIT'kt 41; 4 �� 4,, F 7 f�, W 1"f .... ,,F E �Sj 3 Fjg1 r � <r g. , ew --r-; -1 '6 ° ..ht l'�.:.,.,-, � 132N0 005: 8.t II r ♦ 3M L 4 M a "� V Ffi It _ rs "'. 1 re; ` yir r r�,��,� ,r5 '` c 1a.tw. I AY L�'''$"f niF4i �i s r �:44 f";k-.4, 'Nr A ylj.�;,�Li4�,, 'J• C 2 l'F ,N t! d aa5 , !r-`.'r 1" .....4 t..i _�A�+ b �! L- 'i `) Q \t* , ° 82 i L,• I1' 'A. ,y , 1.',4i.g4':'.'>•"�:•r.,r i� �n5fsv'�,, a i 4' nr IuezT + ° '�2 ,'ak Cr 7^ "u+ .M AV SE 1+ 45�Ir__.��yy�T l FI'67d.{I ,E. oV 14 r': 11 g t G £ r Y gyp, ab'C '��! • 1 +.y � ^C.rt�aZNd '. r w .tea a`:'' 12�m N ' i . rjlr a , � ° !&A � � Ft�lEml�lE��Yi;._ z rnii .T r e 3�5�, H•.�,r 5. {It,4. Yr +�` Ft r, A,Y.o .;: 30a_N(W:. qu l n..` .Ft. � " " r' .•QQOMNN s:„.ij:•,00•,(k�>tl^ , 'dp ° rm k Iri V�+F� 5 r 7r t tv }3 T� [[�W ®� �,� 1� ' Ail - 7•55." �' � >A,4,�,1,A r Fey :"+� .1 • '<"E W4'46 tk.. j Yp. �..-,,, , r r Q; .<+;`� �,r�- ` w `G'M �mTLC+�`"N �"=d, t, t,N`- fl • c C'>jS?2 ." '� •wuiw � ,It t.. {{{{6.4 `! 3%l�.°a .:.;'la � g J i « r r '�,+r` ,,A ty,gp# >4._ .y • k-ft.I,:., Fig, k1^k,w, .AY,' ap paw t< f �".:s'�'.,i 1 a++8 v F� ` {2$y�y q�,.is a Pig ..a 6i►' 3` .e a: xn•�v �"'+`at.7�7 wva.e.S,4 .t [-•lp, OLULLUE0003V i1li�ii J�' k ,' L ;xN u.ti 7 i €€. . ,, „'�y$•As .,fk tiY 1 pn t OOTT .r� i�I. t ' •' N 3,214. "t r ��M 1"w . ,k"O*. q,.t QH r. 1 •8. �, !- ,, 4`'j � O0g w d I H16jj rt&• r a Y ev '7 .`l-4$ " ' Yr 13fi A , I+t7txN , aL2J gv rmeri 'itjl � 0 t> $F�u I� :t ^Gd �..1 i ti { 41+., aka g 0, i•.5k, 4 I tom,N.."u*°ur.,,, •tKa ts�'`�:a�,i t14=;. „, 'c •isz" 1L Ai.1.2.1;c 'l ^ ' j.. ',' � ;El-e-4 ; / 4 t'.,'a5 an �;1.Y+ ? I a 4I A x NA N ur t. 3 ro'r I®�►. ti��l §„p •4.,z 7 A S s �. � Al ,, .'ens r R, Z. t rml„. r< h• . �� `a� ,cH n�� 3 • '�J7P � s r-.. �1�_�^ Pt`�,:� DO.�rY 3 Y ye t t1 TM"�' L.. .4,.V'3'r f �� .A 0: `1: - t' .0 ..r. '3'` ` '�i,•.6.r :. ;OS' �' Fi - - li - - - - - - -- - I_'1 YI I . Exhibit B Drainage Area Maps .. i ►�- I' I I I _L. I I. 1•!. _., '.td-g �--- :C.., �,_ . �'.• 1J 9.06-) 9E6-2d � 1 !� 1\\. I I J 10 1 6 • 1. )-7 8.I)�3''e •nrill;:ln' `'• 1 ; .. /'... .. �•��1 t' 9.D6-S -• 6:9') 1 j i ,• t 9.E6-2 '9,c6... .I •',�{ I,/ ? 1 '.E7-2 9E)-1 9.e6"r2i• � •/a'+ �,- - !�� ^ j( 9.C7-10 t i _I;,' 1 '•E62' .E71itillb's.: .."1"� ?Ir�•�;nl• • . gM7-, � ,'` .\` �'� `� illi'{9.0-12 of, 9;W-I6 �, 9.E7-, •9.E7-S .EE6-06 IW 'J \i I C-S �r+37-27 t a 0.N7-S ,\ / �• '•117-17 tt, ! �i� '•. , !Z 9.C7y --------•,. '._` D7-17 '07-0 9.E7-6 �� y .. 6;,, �d • 7-21 7- 61l� • fill 1, D)-z / •,11'• • ,.. --arar Num --t-,i,-.:-.P';,. 22 9.07' _ 110/+EY CREEtt alrogaI 1�. �� • i i. 7-16 '9.OZ•�Qt• -.DZ-23ii' • ® �• � '. i . 87�12. '' 1 -• 1... .._ 9I. �71su 72•XM''C VERT ......_. - 9B7 9 7 48-16 v • -1 \ t ' ,'1. 9.07-1 ,E7_2 9.D7-,3. \' j 9.07-1,.E7-II ;'..:.` � tea 0118= • •• s B17 • ,81 ;j '\ n�^ t •9.C7-5 9.07-) 07.5• i; .ETy. 1� ' _ �:.�: ��" ,. / • '_Z 9.07-1• I •�y' / - ,/` ` ...- _ kis . • 9.C8�7� t �� ,a; /,1 i9.07-6 1:D7I. 'E®-17 � __` . % •\`` 9f7 11-13 i. '18 'CIM4 1.11 li CUI: G i - ••10- t '' .00- i 9E8-6. I' •. .7________ 2 /' .CYO' . • 9,09 7 1 ®_13, i,• r ` 9 7_4• . ;? ''t ►1,•__. �-�i r y.^16L'JZi■7J ■ •.19 EB-S• 9.E8-, ` 9r0-] • .1:!:::\.,, • • r iiiiiv—i-----w-• I ) : \. k‘9.11:-14',),: IIIII • •' 1].I2- `• • i f ,• I 1 12 M�>•• \�. . ..-_- _ - i I th `ra �"+ / 016111111 1) ••• ' ''',‘ 1011111 11111 \ ez-z ,c2-, :: 34 �® 1]!U-S • ..ILg3_ .us _ '1'�.; 111741W •N.C2-0 1 i j j. I,rz-. • 11 A MO ��iil1E�®n:all•i:��' il It I G�zYo� E6 . 10T23NR5E WLI UTILITIES DIVISION ---- Renton City Limits 2 0 4 Dd a, +vp- p KCAL SERVICES i:4eoo or LO fasten wan3 T23N R5E W 1/2 j _. 1 eCr/A0.�+ • r..., .. - "ti.: rf .:JY A. . • • • Exhibit C Off-Site Analysis Drainage System Table • • i .S, • _ _ OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Basin: Subbasin Name: Subbasin Number: , 2,,v?, -„,,,,,, 4; 7, „,,,,,,,,,•!‘, ;,?: „ 4 '4. ,i-z,:t4i,w Symbol4H'4gMiairage:Cdnpoiertt;4',, P, r,h,tq.agp;Component Slope4 Distance, , Existing' xo te Atiai,, Observations- of!•el1.,.„..Inspector , f,,,;,,W,,:,,e;j,',:K o,,;:•,,nprA.:' Sizea-;vi1' ,.,,.,t1,4F .#4,,•,7':,-o..,:.7 es*•-4-,0-:4:3, #4,0r,n,;'i",'. -: from Site . . !f4Obte0Fr.7 r", Pb16.M- S -;Resource' ,, : ,7-,Reviewer,.':it , r * , e Discharge Residdne ,2,,,ti5;1,,v.:::.. See Map Type:sheet flow, swale,stream, Drainage basin,vegetation,cover, % 1/4 mi= Constrictions,under capacity,ponding, Tributary area,likelihood of problem, channel,pipe,pond;size, depth,type of sensitive area,volume 1,320 ft. overtopping,flooding,habitat or organism overflow pathways,potential impacts diameter,surface area destruction,scouring,bank sloughing, sedimentation,incision,other erosion 1 Site East P.L. Inlet for 2-58" x 36" CMP' 0 None Inflow for Honeywell Creek 2 36" x 58" CMP Pipes Under Sunset Auto Center 0.12% 0-476 ft. None None None 3 36" x 58" CMP Pipes Under Sunset Boulevard N.E. 476-568 ft. Sedimentation None None at Outlet 4 Roadside Ditch Roadside Ditch Intersects 2% 568-788 ft. None None Very high grass in ditch, 2:1 Union Avenue and Sunset slopes Boulevard 5 36" x 58" CMP Pipes Under Union Avenue N.E. 1% 788-938 ft. None None 10 ft. bottom width outlet heavily rip rapped 6 Natural Swale Natural Dense Vegetation <5% 938 - 1320 ft None None Natural drainage coarse deep ravine AF.135 Exhibit D Assessors Map • VD - eri 03 �� Y ` AA BO 80�37 41 - - O C K 1L ��< 2`' Q N • JBB-o.Z-28 340.40 ` c h • H p 5; 76 2 0 Q �' tll �~ ® II, z LOT . 4 OZZ a n • Ll - ,a ae ° u '^ c : es s�R4 in a'i Q "1 • c c0 • SBe- o2-2BC .34•6, n3 ® „°, ^ M: ,�o9g6 • N /os z.3S.0.3 / 9 S 7: a� i�5 v+� • r PT3+ 3• ^ - N u 0 N 2•0¢ 2 ? ? �.Ao•�C s• 6 � moo- K LOT I ly LOT 2 c o 2° es' 6� 0 o s24.szu.ku• AN kl If) l; • % p 0 0, y is Coa Ik r S �p� �b *1 / g� i2 ,e ZEE I . 9 y O DiI BIB° `� �� o� • E ‘° �,i°off �` 45. v 1' /I ,4 e �,•�i �� Z` `SSE', `4"5 {; m b �O W-rBB-4B- 2E 1� • 64 .S S ,.�0:p`�",,8 E•/ �. •• N N ` -• 'Teti �k H o `� �Q\ `In 2 ' vph �.j, W m N o ; :rw moo N �. n 3.5S 5,.4 "21,i ‘9 . • v a 7 2 .9 6' • • o �� s7�o� ,Lor. 3 �, Z 3 6. -t P� ,l N t, • • ,� a • -� es t�s /r ''�9 �`• � `l see-�z a h W .i,. t° .94 / . I LOT 2 ` ;CI LOT I n . -r -f.ig_ srs L�0 -J� O► �o�bc}ft � Q�� fob ° of`e I -Q . , V so*414 10 AT • e-t h Z Ot J /To. 2 o PtQ/ 3 'a ,� � 09.(O O C F��'`"-vvh :7:o°r R* 2RI6oe55//o �3a nT�'1'` c'Yv b 7//a02o//8Pam' qs• ,i N pz ,� c REN SP 345-79 -7908179008 I e ti 404,e • o �, y `` /E �'9 7b2 h /44.s5 /5o N n , b�oi -srRK,Foo _ �f ¢oe. G74.o7 — ors 5 a • SB9.-39-0/E — .r 49y3o 3S ►.�3 ',♦z`'P.��o A i2 - Low - sTAt,,_ -ow vJR,,,,j v V. 0 3/4.55 ° �G \ 6 !y 7b jvJp Rc 573./� KiNG Go.To re / 0i'/' to Q 2 e / /4.46 vE s 4 I ° • 4�*coo t+Sec 8/crNA-- ' 24s S I� W \• 'i3o.2o R= 9/9.04 N •L , ° LOT 3 �� a k. IS A �e 33m 1—• h a v i Pc 3o W 2k, lit, ' �� N ` 1r. °° 2 ` � TEsea-39�i� t79 y /PEN7ati: .�/4l ' ® 20 4j N b A. W ,. _ — i • • Q - I ,3r L 1 grd"--� 0 rl 1 I 3/4.0¢ —1 — Q '—'boy .L°10 N 'I,19� ° N b11� ?• � 0 I ` • a 1 h�jlO�� I • Ro`zo a r1.3.- p /.�� a NM. ,3 Z I 2 :Ikl\L . I - _ ' ' 0 LOT 4 ptPc, co i�, --off �z �°� 15�a 31 5� A • wr � �Q�F�MtTs /34 �� /oo /30 5/5- /9_oie -234. lL -� ,!�.�.. 2oB \ f N]�N 3/3.53 ORP 24O 40 ego. /9e/ 0 36.3 118.5.3I-- I 1 t� N. —3 -01 N._...."" . /1".eN7-aI4' CiTy .,mfrs Otto Zoo." N W. IO- 2. a • • • • IT • - ,' Exhibit E Basin Study 1 \..... I < NE 23RD .4.CITY OF RENTON 130TH NE 23RD Revised May 16.1995 to update map format. 11r AVENUE SE SE lO1ST STREET rDn COURT STREET 530088 z UNION O r COURT Z NE 22ND BREMERTON Z AVENUE NE C. • NE 22ND PLACE COURT • m CE ?J w ,tt,• NE 22ND To determine if flood insurance is available,contact an insurance agent or w L CORPORATE LIMITSI PPLACE call the National Flood Insurance Program at 18001 638-6620. a — rT,yq4, 4 NE 22ND STREET 1 1 w, i_ 1 w • REDMOND ')"NE 3. m BREMERTON ,'(''�,�' FERSON AVENUE SE w z 0 COURT NE I 125TH z NUE NE AVENUE SE O m < NE 21sr STREET NE 2OT Q APPROXIMATE SCALE IN FEET COURT 500 0 500 A K�Np !� REDMOND w ç" f—i ~{ ~i 1 KtR C'� rn .AVENUE NE Z NE 20TH ST m w NE 17TH (� m SE 105TH I ..STREET IV PLACE VASHON z AVENUE NE w z NATIONAL.FLOOD INSURANCE PROGRAM , L---_______J SE 106TH STREET z /7NENE 19TH STRENE 18TH w STREETWHITMAN COURT SE 107TH STR�17TH o IRM MONROE NE 17TH =wcouNTYF100D INSURANCE RATE MAP AVENUE NE STRL y16THETEET ZNE 15THY ' STREET NEWPORT AVENUE NE KING COUNTY AVENUE NE UNINCORPORATED AREAS L KING COUNTY, �NESTREET15TH 53oo>i WASHINGTON AND PLACE,__ Ilk SUNSET CITY OF RENTON I_I NCORPORATED AREAS NE 15TH STREET PANEL 668 OF 1725 w I NE 14TH Z NE 14TH O(� (SEE MAP INDEX FOR PANELS NOT PRINTED) STREET z /STREET CF`g90 ANACORTES I` ;JE E TH ? > r • AVENUE NE �� z ,. ::1 REET < PIERCE w QUEEN w 0 PLACE NE AVENUE NE z CONTAINS: w < • COMMUNITY NUMBER PANEL SUFFIX ZONE• X WHITMAN F i „...-COURT NE o: O i KING COUNTY. • UNINCORPORATED AREAS 530071 0668 F NE 12TH STREET S I z RENTON.CI Y OF 530088 0668 F a• CORPORATE LIMITS —��w _ KING COUNTY----„. UNINCORPORATED AREAS 530071 9 10 0 I MAP NUMBER o 053033C0668 F cc �cY M.44 MAP REVISED: • �'�•"��% MAY 16, 1995 47°30'00" r a� az '�, , , JOINS PANEL 0961 i?2°09'22" 1l'` i= a a. IIIIII''' ' Federal Emergency Management Agency I� Exhibit F Sensitive Area Folio 1 -- -77-- T --_-,-7-•-z-1- — -- - —,_— I--i— - 1—__1 -i-7—'--1—i— -I-- , 1-1 i—i- -f _l -r-L--1-- t- =di — _ ii7L • 1:. ` t •iG,•� ..... '�,!' -l¢ .... \� Lam,. j'�•.� _ �I^_ i, \ _. - . 1 •i Q:L 1 I• � i r @te ' l �,7�- -\ -\• %^, '� �:7 -.� . - .�'l�_.: _ r.: •��t. _) •� ' '�� il` I:� d ;i �\ a��wM E • s=._ - _ 1N•7 .�� / i `,^'��- -„ \ - -. .0 - - .`i' ..-� ♦ _ - - - • ''; , 1,017 !lIgY t �`�a I �� 1l 1 `,� `�;jy�Y`I'I�'�, IF t9 +r. \ / \f /•' \I A ``\ ¢, Li-) '. R u. �+ir��; ,<• y I Ira 9�t. lelk \7\: a. Get \, \ w. 2 ) .,. .t1�tS�.�,t ,�� 'Y,"y� r�r+'r.M�:A�a,C�`_. rt '1� ` ..... .) (�. _ 1kta _- ,�. _ -• � 4`q 1/fr .,,AVF,O,Ata- I: t \ 1. ,g �:, \ ill / - 20.1 /�� ` e �l y � a J '1 �'\ ° \ • 1�1 '�L 1 : r- . _\ . -= :1 -\ i r 1:i'... ' :Th.:, ,: . ^ 9 ��. i y;r. is zr r7. r, i t!. :( ,1` i \\` /�,. • �tl� ■ i '�( -16r� x :\ �,t3/ ,/r r � \ 9v, f- ./ i 1 w �\• i I . -;iiiiml-4 ,, ' \ ac z • ICE, �' ��—� 1 u , �� ii < ✓ asl. �� / - .�.. ..�� - '' r l .� ,- „;,; � �t�' '�II.r; 1--irriyl i ''�1,\tL�,+, ! ( 'f. , 1'\ • . Lummi �' ` GGrand Rid a (. . i i • c;":_ ��r-` :; • = iti vim AMR* N`,:f• } .,.ram •'1 \` - • \\•\` \•\ " : ,-s 1 � � f % . 1' •\ 3- a mac, i %� �' '." . . . N ,-7-‘—/. rri") .7) _:). ) ''• 11( . t _1 _ ,�/- £ ,.t• " 'Illy": ��'z �.Nm,;.=Iii\=. .),,,-''.,, ,.,,,,;, .tc.;z4"._ . . %44,:ar,A.. .•- �� \ j \ � - v: �- r'' ems J:�':1�.� ,s . f.:t�� T��►,�,. a, elf y ,� - } -:;,.._',''.'...'..::::: A. „1, • ; , .fii 1 r• r'-� : ., } ..___ 2 /1SV 1�t 1 :,_ .. F�%Ci� , _--„ A. _ v w, .., '( -_ - - ��:°11 , � +; , a ,,,..,:,......_ . t 3i�- 7Cj1/�3- �'''� �SV - i��= ^+�f --1 -a, , ,� :/?6'z�l' //. - - -._�,�'' \ / y _ kidTzt,,,z,.-t. �� .yam t 1� T� , X t. ,� ` f .� 1 y. 1 if • i \�`-•� - -- >�! '• :'`f"r� ,. .{.� (lam' - yb- \_ `' +-;fir -._ - - -/` - 1 .,r ••.: J}� �jr� yg ;;.•••;;;,...s.,:x;,i , _,..r.,..„ .,:, 41*,,,34-1,., Emma- ,„, ,,,, ,,,...„ _ . . ., _ . _ .. . . _. . . .„__ 1 ., ...,,.._ , __ : - l l�� -- /' '�i - ;]. •.1'�� ' Alt- rid' x z '� >�" s.- �._ ..� I` -•:ti�.. ''o� �' - ''�-a� Fr1��.. ' ..i' i ! •�' f-.�: �Z.. �: '\ \ �. `;�_ '\�' �i� -+mow s. : •g 1, �... •t3 '\ ( 0 if /. .r .s y� .;.�.. .i <..a:. - ' — - - ., ,. t�Ir'� �.S lit`4 2 `i' v �_F i>- -� .sue_ 0' - C '!/y,K1t9p■1, ./m, -� • 1 a?. 1 43.a.L.s_^_i'.', .. _ ,P. 1. -.. 1' _a ,as - �' 'i0• .r�i 11. J" r - -, ' _ - _ \, ,,•fig s. mom. vr. �. <. ., ,.x. v 1 ti� �— ' .fi Al.rr .1 r ram:. _ ', ,_c `1 ',t ! ),J,.' .�. , . r- � 4-.., ter'1 _ .t6 ��-� x l t t� � �t� �i a':. ,\ __ .•\' (I ,t " 'lam\ ! _ I r r r \ - , tt t. .'••, �qq ttr(! .�. • s - • L,. mod ,� _r, J( '�` - _ `\4 1 1 t T. J \ ♦ , - oket. J• :�-. _ ram: - -, •ram 'R• .:«n:k:5;:g :�:._. --A .,fir ;\,._ ? „ ,':�...�.. Ji=---• Wit. - .,• : �,- ' ram' ,c• , 'a a.•t a �• '.m= ENV ��' ■y di- t - ,j y \ '? \ _ J.{ `xj:'_ �k I�V. '. w� { -1B \ .F f 4 l - (`�f" •wit \' sit w .� �'r • _ LS a - i_j'•^ 1. . r 'l •4. y • . .o Y V.. w / r 'L✓ 1 4� \y J \ c tfC sa_- _.1 `,� 'x•' "`lid'` ,v .\ U , u.>•.. . .- 2 . rap ,-. -- '..c.' ,.. , . --, '......- —Alp -'. .•- -r ' - . * -'iri. 1 - Illk A �� XI PTO- ' .� \ - �'- '�� r - - . `-= as S' 1 ---, . ., --_, . ,. , r- Atr2-1'. ,.. • j 1/2 0 j The boundaries of the sensitive areas dis- These coal mines have had additional min- �^� +�.e Hazard Issaquah 9 • 41/4played on these maps are approximate. ing since the most recent map was filed with w lrlj Ina - + Additional sensitive areas that have not the Washington Department of Natural Re • - been mapped may be present on a devel- sources. Any development that occurs N opmentproposal site. Where differences adjacent to these areas should be preceded Areas l'_a MILE occur betweenwhat is illustrated on these by a thorough study to confirm or deny the �fx i!ii4,maps and the site conditions,the actual pre- existence of additional subsurface tunnels. ;_ 9 74 ifr Bence or absence on the site of the sensitive �}�]7 ''o area - as defined in the Sensitive Area Ordinance-is the legal control_ g 17 l ; • , • ; . . •. . . , L___ , • -_ : •___, • . . :_ • i sail rmaiii mon • • ,_ , , I L_..___,. ..___L • ' _ I 1,-1- - 1---- - i i 1 r, I . r_-_. 1 rismit — r -----_ ' r-----' r --1 i-_-_-1-- --• -I. . 11 gait .Mai/ =ifil SQ11 ki)' - 1 , __. _ .•, ••• ... ... , . .. /.• e ,,,• . •!, •:..z..v . ., ..• :. .. ._ - - • - • - - / •• --;:z.- r . .. ---.40L.--.----.''' - - - - - I .- -s1/4• .. ' 3.:,:',...: ., •. .1 7 1, ,- ... mi.. -, 'v,-.'-.--,:,=; \ A•4:-(1.„..?.•--,-,,,,,l•-•,,,,-, obi• - . • , . -- - .. , - a.... \ le- _•,,4 , ..,...----*, .•l; 11'.`.../. a ',, 4 •• glAs .---,,,/ //iftz.lip-ak. ..:-_ ;, :-:.-,,x. ,A..r,„..„4,--... ,,orta - Nrior../. ibb„,_ -,ii:---t.,,,,i-el.,.:•.... ...,-..„.p____,,,_ , - 4- •V'' '`'•-•:._.-,..• -2.,*'-',4.'.`.''''1''k"..\11110,..k NI :' -.' - ...1--.,-4.k-. k\=,. .'> A/. : ... -' a • w•-••• . . . .„..--- ,- fp ..,„1,- -,,,,,,,-„,„.„ -. . . • • • 1. 11 Pi '*Fa, ' •------ te.--ii& ;_:.,-_,---•,?..-ifaiver,. , .._,,, w_t_-_-7,-t • • •• _ - - 4.4;r:•-•• '••••' '',.... ....f.z.,•.V-.1%,A. . - - •-- - -• •'/'• li rofFpr,- -- ..,,c‘i-t:famos (..:-.=•'.,'WilPt7fr,";•------'''''-',t'z'7--.--A-,-,,..--7-4.- ,W I' ' ,.. .--7-...... - •-=,;=v1-S' -'4,...,-.Zti.- /.i. ..`', '' ----"") -Ii -. "•4•!....),.7.7,Crt„:,,'" -. 4.•.--- 7;'WI:* Ill. \ • . --- •••'.7• ' *';..•;,1 * ' tti&O-*-. • • . i6 •'•.• '' • . ME 446'43. ... " , . , si:sk - - '*- .• •.44•.• ..• . ,...„4.-ki . 13 --1, • ..-.. --'?,‹•:',........1PA• ri e4t/Iftfoi'llet1/411A-,--w— ye,..,-°-2k-.,.i.!-..:—...•7 am 's,,--„...--.7-i•.,4,,,-.1V1/1:. lir* "- - ---- •t'e- it-r. .6' .t‘% • ‘,..,•1,-. • 1-.• t . . , -, ,*'''''rW:--..!: Vii 1 -tr‘IVPI.Pia' i'etarliVAII."---1 FWD ge,SX";: $'4\ s...1•44/4- lieits,,,,tar..,i,...,.,, IL 1 Ap..41.44.7h4d ,4••••111% :!. s.il .„, 1 0* s',la 14"....6, at "if,-4;:,'*-k.ti).`,N1*-aN:- -4, f ., ' -,fr - ('-" .'..i ••`,,,, .,,a `,\ . 1 ,;--..,, - qii..,.. ,4..•..• t':•.;...'4:" '...--10".-SEE----':-. r. -•'--,•-"'"'. • • . • . ,,., ,40' . . ' • \'1' ' ‘ 1 if 4.., i 00:401!"1.4,‘ ....ii.-. 1 ...kt 4,..rts 1.1%.1.,,51 -‘;.. ',..!,M.0,*" (v... : - ;1•••• ..,-N.x,..-0 • 1. ".y• - .{.0----7`7,- • _1.., '-.,\I-, .....i....,,_. .„.4.,„ .,„;,-,F.Js.*1„Ito ..-...,f. „,-,,-;-1•-•.:t•-•-i.,Ten..4.,.. .• : ' . . *.1%,•,-,•:,,--....„ . .., ,...........,- • 17 . .... . , - - • • 7-•---- •:--,-,•,-717-•-•-'' cZ",--*,. .,.-.7.,17". dr'''-'"-- -'''--.."-A• •.... '* •,.. .'.•:,4.-*•t•-.-.. -• • ', 4 . •. ,! AIN 64, i. ',,t:A,v---;x7, . •-,:•-•,-4 -•. -;',.-- .!, ;..-,I,J,.. N,s •_....- • • '-' ...11'.'4,‘\ "N4 l''AN:*# rrliitr4:01,1VID ..'1' - • . -.. .v."-v-,-_,--, ,J1 -....• ..rx,..-s\,4:-.-2,i,.,, ___).. ..-_--._•• , Ivy • .--t--_ -----__-_--,-„,p7.,s--„;,.,..:„_,,-.,.... .. . r-----,...., ,,„.,,,I., -- ._-t,_..4;-----.-,.._ -,=._-„,*.lik .., ....Ir. -,:i , % ,--_-„, .- A ••,,,,..,.....--,-..-„,..„404_,A„.„-„,,, ,.,...._. .z.-4,.*,_-,..__ _.,. .;,.,,ri.___,,,,__.•-\••• ,.._,.. - ... , .._ . , . s . i:pijh ik\;Nit,,,.,, ,,,,_ .,,,„1 41.Afl.t.4.6111,0,:_„:,_4,-,.„,is. ,,,--,-,_„_:-,• ‘,,, fi,,.4:•kt -1,,...tv..... .L .,, tk ,,,,gt„,, .,„.,,,P;;;,•_,..,,..„3..u.. ..,-..-t-J,* ,... ..-1....3". g',..-, . , •r• •.,z,c,.• c,,•\.,47,-,\,-, .--...,...-4,-a 4,1•• -. ...1'•x._ -•-)4..r ; pla fillNit.k, 1/4, 'a‘`. ifireS1010,44hr, :,.-',•---______-_____;',.:-_.,--.--:, 7.--,,_.___;'''''%'',.'-'\'' ,1.4.:.:;;,);,4tr._,Zt, ..,. . 1 ft, fti s.y- •k\\ (-7- ' \ • 4,f _.) •.•• .. • '"'`,„;\ ‘'‘„'Fs':: . WA1 . /,.• I \-'' . i;.*-41:14/3P7:06;:fraie-x.1 Yiki.ft:r:',. ;',-;..„'. ,. --'•:,...4.1z:i4VIN*--.....• ‘ ."..-' ''.',..‘ 1-Y- -L'Akt•-,., 7P-- qt"N• 4..... • .1,,,,,,,,,_%, ...„...., .•• . _ .. ,.. ...;.0-,,ar• •.20 I N ALTri.;_...... ," • ,, . . ,_/-7 . • #•..,, --„,....e.. .-*-0 t.i...,.0,,,ff::„Je,„:.....,., ,, ,,,v;, . .. . - -4: ...,.-.,. .s ,N-11...,. ,, .•,,,s,%„ .-_ •_....._ „.„.:::,, ,A..,.-:. ,14... .?„............__.! t..1,,,to,„ . filo. \ ••. e,,..„74.:, , ...,....... ,__,_. %.,,,,,,..x.'' --45 •s.,.::\c,'''-trA"ti•Vt,t);\-i'•$;',I'Fl-if'ji;"4`46--;•/,•_,:r-':h''.*,' ''':-.'"kl.;••`:•'%,'-':-----:*--:.,,•L' Cs' 1.k alig I P Nalit1/41“A 0 i41,1°vivt,f10:0441'A k 150/, - ;.• alit •.• --.;- „1.1 ... k•f••ctt.„ :_ •-• : :...........ez7zios \ _ 41•7,451414,t..1 •\, ' ' - ..-- &,.--.'- ''',.._. -- • \wi....'.4 "v,k,....„„ - ,-;`;`,"-- / „ ..4,/,,Z,:,..-•.,40-, _..,.,-,.---..---T---. .._4'.1'3, 1 -- • ! .41;44-,-1;1',:•f*V---''.: 4...!--”- :..V,, '^`-:-.-:---;;-'.?"'-`,..-,W,t:'''*‘. ,.:. e - -, fribilikqk.\NI --.:1‘c•i'iR"...:N* .•0 1 41 ire• '„:1\mit,‘ 2-.''',:r 'L:7'. .•-.- \---'-- '---,.\li, t '--.\ ..,,,..t..... , e .. .„. II .....:... : i „.•...„..„.., •,....,-.1-,,y--,-....ti: / ....,..„ -,-..._. • ..,.....,N„. .,.i. ..,.... _____, ...-:„,.. , ,.sk.: „.......„„. ..„ , : ,,,,.....„....„,...„....,,, ""•2'.*:' •gfi''liN'- '"' 4-' `"' '1,'--‘ li „ •I% .10 (it• - 1,1r47,....-„K7....•_..-.,:._11 -,.il t itri pit - --'< .. -- . 4\\‘‹..4TN• tip moti 1 -,. -..lms v C---) . - - ,,,--.0-- ,--..., iff ,,..,,,,ki.014 :,...z., :,,,• .s. N.,,,:.;„ •!, , _ ?11/ ,.';:-,:: 7\\'-----•• \•1,‘• ..-.... .., k,,' ''• •tk.\-•Aims- 1_,' ' t•l'iSt,, N, '4Vidit?,.,. ) • '..1.(, I,, .i.,4- *::- 34-11-="-- .7!)\i'ArfriAt•'N411Fr Vi . • 1 • •,t,ia•etv•tif-z-t:Skyr . .•-•-'; ''.'-,R.--1 g,:';',W"-Ovrtiii.'","Af•-;'' '•• - •-• - -- - -,,,,i,„ezirt.,—,,,,4_•,,,,J7.;,-.r. .._ _ _ ,. . • , 1.„, . •,,,...1.._..,„17 , ......_ ,,,••••,., ..• , -', k.'.:-•.•!• . ' • •'.\' l'... •• '-'- -e' , ,_.1. v,,,.'c'',/)',-i''.:1'4,.,•••---•,,,,,I1:?;.; •-,-NI .. 4g,kgs.,...?4,5;•;,,r -,..,,,,9'',,!.,..,:: INT,V„:•....1:-.7.----;-•':;.- . ',Cli.-.. -,. ---r• .., ......,,,,riwri**.'711,,e.-,.7.,',..•,',-t,, . • . ... ---:-.- . . . - Vit..A., c \ Y , t 1 -._ ,---.N... ) • s\1.-,. !, l '' ; -k; , (- ',.'---.N- '-\\t•' ' .4' -:'. V \\Iltia - 7+,:"-1-,---,. 4,..i.1,1,31,14::::,70.•..,.. ;#754.1,-; .:,y",2,40014,, ,t,.,-.,..-,„„_"-.....--z---.-,-„,-;:"..*'",:k4-•.,,',.•;•,. .,. "....4.4-4"."-,----Vi:,,,_...-- ..- ,..-.',---4'"•`-„,„..-,,.,-/..;;•'.4./?'",...--01/../‘',7'.I."6-,-,-;;;-_--'',..*'\.,,''''..-...„ . -7' . ., ......r..- , ' `\1' \ ' ( ' eg. :2•,\IIMI-k44.•,' .,.- APFS,*•\11"..4. :•',45:-..-; -.---,•••..... .:,,-.. ..\. Is.n C ,,,. ,t_.. • ),,./ '- • ", , ,•\,.7 ' ."---.7,-.“1,..,:_--.•„.•-/ , ,•-'0"_•.--3.....ie,,,:fapir,...,.i,,...;..;...:71 /.,.f• • -•-•••,:',:....--7.-.. ._'. .-„.7.-:-.1_,..,'...;',...7n,„,if.•-•-7-...__..,,,.,..._.-„„ r t.- ....7..f.,:'. •t 7311,,,,... „,,,,,, ,:,•?,:::To;• "t, 'ir - --- le'•‘i -• '/Ogilk,.....,!.„- '-`-',--\-V -. 4.'',.:. ..--',- -...1,-.----41--' ''.''.:•-'AiliAt-.,-;-,!.,-!-..1 ","c-c6,-'t- \-- ,,. '?'•t•.'11144it . i , 's . .., -. - -.... 'N,..\•,{„. \. - \ ;s? .\) ; ‘ _ --':, ,„--' 7./ : , .-,\ \\'"' \\\1,1 . rti --,",Nieba..h•• - -,- ....,.1.---P.\Ntcrr-ir ii..i'''L„...-2,-.,_:: '-',--.._•:.'c.,,,-. .f.:;•?.-2_.::::-. .-',:;:r. ,-.!•-r',`"1-:,,..-.,-._.-------,_,.,,_ ---: ,1E-.-.1;tV.:',-1'-- -t-..._-11147,--1S----f,3.z.....1:_, :-, . ; • ,,-, -.-f !?:,,...1, ' , .„..... , '-.;.....,,..`(;47Y),1,4,!, -•.,;.!;',--...:%:5!::.•••1• ,''''• • -".(%. • '"•- , ... - -1' -1 1111 • N. i : ^-. %,.... • >. . \ ' )•'‘ \I ,j•' ,'' ,___,/ 1. ; .. '1,t.,,,. .):5‘,,In_. N.-.Nlilieljii.•4M,\'„',::,• '.;,L.A..-/c.'•'•,'•:,.:,...,- •.,:.-;..ZY. '..•'-:••-..,. .:**-----7-----;4--'.;,--'-g'l' . --...•;;;.Z...,.>'..,,:i''', .'.1*-.,-'7---S-L-7,--1-T-4L;'----11-1---41-.1.:iit-'4, •7 4,M.gh**-•...:44.'- :4-.!..(''\;Z.'1',...'•;.4„-.N.; - ....,-.,' 0.)..., -..; '• v, 4,,4...„ ca \ .., ...-:_:— ..x•-• • • ,, ., •,,, ( •_• .v\q',...i.::,_--.,,,,,, , 24..,,i,,,,• • ... 1 • / r -,,,<4.-, - ,k.,1,..• 4.- F.-7.ws A , . ..-,.,•ttN... .\,•-•,r1L;44,-.--,,,-- .:- -:-.---:-•-• - . , ---e- ., . •---•--•• ••, • ,_--•2_, _ ,...-:,:-.f-----.--z". .:;',,%!" .••• .c..,,, .....„,,- --z;-,,:__-_-:_ - ''.z.:,-,... .4,. '.474-1.•*;1,4e-i.-,4A., '...- - '-'‘,4;;e.•.-....4.,-, ,'Z,-....‘ 4.1.-r-2-,,,::-: " '-- '...) ..•14 ,, 1(- \/'•,) .\1 k?.__J .,. -..4-r.f/ 'pr-- l• rfr't,'- NY dr•I X-,;--ri i ta- ......_....,,...,---;.,,, ,,,,....-7.----„...,„-- re..Id •L.". . Iiiii •- _. , '''1'-'...,,•,---,k• ote. •,--re• -.--.,-..=-----.:, ..e.,,,,, „,..4 • iL., - 1 1 ' 4:kill'''. ••'47.- "f"•''''''s.: "-C;.----':-.,•-"r-iig '••-•'-'" -- //.. ''-' il 't'-''' ;-.:.f:,\,'C'••--tt;' - '-'• ----*2---•-•, • “„ .,, . 7. s.. .. n.''S;: • ,••.,7 ..7.7.',.... tt ,"....,=',..... ..._,., „. ..V • '7, ._• -,,,tf,"...:', -..'''-.--• -7-\-•\ \ t ti•.!'•'t 7-• i 14 %,-..-4.. _ . . ,...-..,.,_-: . ....,--;, -......e.- 4, .,....,,k. .,..., .%;,-,,, '!7,?,•;-.-,---:-.1sitr? • - -" . - ' .C.::I' "'"• :: _ „•• _• _ • • _ _•:_,A„......„. ,. ....„.15 ,7_,.. ..„,.:, ,,,_,....;,...,.... __ _...„_, .... ..,...„..,..c.i.„__.....„ , ,,, -,...;.----.,,.. ,%w „=‘..t..•?:-.. .• -.1_,,,i,,,,,,_____,,_. _ • . ..., ,... . .. . \ . ,.. - k,--:-, .,fq ..1 .,,..‘ '!..-....--.-.?, .....7.-7. "-,-. ,-. '. :4"-. 2, ''' ;1• , -' - . ." ' ' . ‘-. ..:-‘ 1‘ '5trt"II:Ir!._4: "7. 17-•It;?0 ...- .• . ••\ :•-•.P...:.',,i 1 . . • -,•,- • 1,1.1 r.k,, 1,:"-i:A:.-Ci•-•-•-:'••'"4';.1:,..t;---,i';'=-T..:-:::::. ;,:''''::-‘':::-,..-1:-.F:-.---•.";:t:ii,-.:::."---;:-::.‘..;A.1:1.5- ' ..:.' 4:1-""t;fff:f.'::f:1 ''''' ..- ks''''.- ----- ---- z!-A- .-i-iiklk 0,,,,,,,.,:-.,15,4-:::z-41-0=...,s,,....-:: •.... _..., .:: f. ;:i.F..-...z.,_ - •-i-'‘'.<9 ' '''.. 1.1 kt4: ..- ‘.'i:: -.g; ;;.F.',-::-_.,. -.-z'---.-...: I.''...",:,:-,r.,--,;-_,,-.4-1.., .) D.. : ‘:;-•, - ..• -..-404-F4tA"-- -.4e i)4414.4.vz-----" ...„. f c.,,...,,6-&,,,..,„-;...,-!-,..-----.1 .;,-..f.,• ,,,,,;..,;„. ,4„,„,„.;tt,..•",,,,;,.5 .,t.„ , 0,.......• • _ ....„...".....,,.., :•,,, ,.. 2,-_,,,,,,‘...•....i-....„•:-,,',- - ..-_-, ., --_,--„.....,_.--.--,,k,--,•_. *....,..... ,..I • :,,,,•?....1,,,,-,.......' .. •- • '. -',‘•:'',..r .1,,I..5-• ' . -,-/ f.3;-" -...-....--...,-,...---7-.-_-,-,...,' • • . . -=---A- ;.--=',., : ,• -)--; ."2/0"41,610.WriV'-:t.--,•'-‘. iiir44,'...svis,;,4 'c'i --- -4. , ,i...(0.---,..t.,. ;-1:7---.,,:--z--;.-.,-=,:l i\.,,%.:AWL' --4(47'.."--•,---,"":"--.-•., -- . -,:;,.. -• -..,,,,,i...,,...,s,-, - • ac •• (,.,•;,:4/4. •••, • -•3.':.-• • -• ',9;?,,.-.•:-,,-,..z.,„.„.,., - -1 .,,,;7:--:'.2..‘ ,;f-. • diiii'.-... -• -- ;-- 1:\'74A-'4.%:'&114,t-i.-S:3;el. 04.',1 -7 " '4. ::•0.--, - -'•.0--•''''-- , ': ., .' 9-,-.- -1"•S11-_-VA„*'•*ie';''',4. ''',te ..'• ‘*_:),_.:44.#':'5,-"-:,-7_--..:".-..7;:4"..' ''.1.,::.-,-;'-i ,',-;`.--;-` n'tlika''''1.1-;T-Til"---,\'-•Z'.'4‘.,..--k,.•114, \ . .1 e•-.----.‘'4:4',:f,-;* , • .. 4' :;."4.4:4."-'74:s..,'5',-- s' . '.'21.4' 4..' ..E.,,,-;;'.,A---..4-..%., --N',?';,k,S'e'ls ;',..:. •,`•,-. _ 4-_/./a,,,•;/•i7..; T•'%..-"f-f-.=:.-•,,,'/_;"-"'',.•':-.-;•:- •••,,,,,._-: -.:Iffit ,' '!---,.l'..---_:'"-•:•,kZ• •,---3:;\-P-, :- s‘te-) ' •- •'',••---t.t. ,•,1-.:,;,,'!-, - • •-- . •••:; . 4:.rfzi,,,-•:Z5,-..,,,:••, , • ,,, - -- ...--.*,---'"5',..1,!-(r-Z--A '-'''---','•-'-'1"-"- ,.-f,..:4':'''•:-",,- --.,--,',.1-"-,- -''''F : ,-:''''.''•k••••' -4s•-•,- .zs:',i,--• ti;s; ••• :-- k••\'•t•-''','•...t•-'" .-... • i 7 • .J.'',z1..•,,,,-‘2".•::,,',‘ • ,,,-..,,,..,--?„1-,;;;II__ . .. ;z:„--,_.-4-_-,z„,y.,,-;;*-.4-1-0.,,,,. -;,,,-.,:\,.-„5,-,,,,,,, .,-,\,.., ,),§,,,,livz...-.,,v, , ••,,,i0-e?-4-5.---, --.r,--- ,\\...tit,•:',A5.1 -:;•••-- •'•4''..‘'.'"? '•.'t%'*-/.4..'* ''','i,";-•:15--`-• "•'7.-=---=-2- ..2"!•,..;-?----•-f-)••:-:,-"-------,•(;,,,,•',,t; ','.. 'k:\-,N••0•,f,,••••,i'-',--A' kw.-•••-t 1,, It;•A. ' VI):c.•tsti r.':-• % ti37,-417-.. .*gil.• i-;,--Fil,. •••.-7".••,tA(I:Ilatik.(Vt.i. •. 6.`.,s•P 1.•`: 1'.•'. e,,4••'..*•_ •>•,,,)- - . ,,--.1,•,,,u,- -...,....,y_:.----.-- , -:- -....,,,,,-;,.....1..#,..,.,.,.:,77,1,..---..-:!,.!,-.. ._ 2 4-,'-.-;-..-!•• :4-•ir.-.:.•:.•.' ,,i•-•/...„:.,,.5;,;•;:-i 1..•-:/1;,,,,•;••2„,s..•N••:„,-1-7,••4z,.,,,V. f.N1 •fi .,,.3,N •• Aez,•.,.---,K:;,,.•.1•:, • • .,C i ,-4•:.4.,„,•-•-,,,,,. :-, .----_,-.•••••.- ion...- ... t, ,,,-,---,-.--.... ,. , N•,,:,.• - ,,,,,,,...-4.•...„..,,,,,;_-- ...„,--_,Ar,_„. , ,,,,,,:y..,,.....7.,--•1, (,-...,./.,-,,,,'..1.4",.:,. •'.-....e.r.............--.'-'''' , , .,......4.•".•.4-•4--r. E „:, '.h y. -7-.7.....•-,3".-.-_.":-,-,.7- 7 ...of =:.,;:',.-•:,--_,..z.:‘,,........,.,,,,.k-•,-,-.0,1 4..,, N..T..-0.4„,.,-,,,,,,z. ,p,,,..,-‘, •),,..4, •.„,,,z...,, ‘.:.- •n••‘-‘,..-%.‘,,i -. r ,-/-..- "•:- •,,,,t,z'....,3,-;.-•..<1.-.' ,,.. .-_,,,,,,, --,:,..iti i f 1-e•MW-.7...._.-,,.,__ 7 iits•a...1's'-_,- _ •'-,,--. IL.s, .,.. , ..!.•%,:,:ci.t.X.--V:,4*.,-- --s,---- ..,:-,,_--:-.5„:-.5,1,,;'.1i-,11- •?..,..,.'"i•--:;•g.'7V4'lex,-1, I'47....,•rw 1.,. ;2'....'"-lik!--,:. .-...--,•;,..5;.:;;,. •-• i '... t-..72. ;,,,, ,..„:-...;,:,-27.: ...., ,•:;,- -;.;,--,:t•ii.'",;?,:si,.-..:„.,.,,,',-„,',,g•y'lf,..kes,J1,1,!4,•••:„.... .'i•-,),..);• ',7'.;`N ---,....,.. ,41'...••• ,,''A*-... T- ":....1, 'ii,__=_____-.ti':....',%,-4.-±:.•'•2...,5,-.'•:• ,,,.-‹......•.'...joi- ':l 'Alii'' '..-TCliN Ilk%•-• . • NI. '-' '-'4•C'C'-'s:r!VI!I:1-t7;.• .;5,•,...'''''t.'•W''•5----•=--" --. 13?'.7:"----i -• -:/--_-•';‘94'-'^"-?;:';'''':7''•5.1V----:-'-' 771:dir511 NIX4V4.. V r0?7•9" k.''Al 1-••;-'.-....1,'7..'r•', --S:-.7 '--t-•c• ','"..U.1•,-1‘,,t-•'%--'.)41,:f'''''•--fr.'.-.7--''','`'7, •' ''' 'X''s-'''•'••-\ _:',"es,' -:, fi ‘,„ •r.:7-...-'7z.,;•-••••=i.7-?-4•••'- • -1• •.,'• , •••-• - •,,/o,I,e•gii4-,---..•,, 'I:4V---_-_---..-!7_,-,---_-_-)_16•1,-•-,.. .-;---'(-,Y.,••:--ft,,,•••••,,-..,,...,-;•Ft:•<;•••1_ ..,,,..0,04.- -,,,, %.1.j\t'%,„ ,:p.k,,,t..,,„,..1 L,,,k.-,",,:z. .,..-1,---..,..- .:-.,...:4 ,,/,,,l; :-,,,,....v=----,y;',/,...... .e.'..,,,,, ...z.,.:.-,:.‘_,-:‘,-,.-,‘,..;:,-.,.,: 7k-,ise-_-----.,...,..„ - ..-.-,„ -,,,k,,z,„\ 1„,..---,-, - 4.1.7.•->...-4,i,-- . ...23,--7,$•:, le: isauguiiii-g_ir. \--4 ' • .•N.,\ *...._--;:',..., `,-,-,.....-:..: . 4.,i;4,,V.,'P'';'-':--!vz-.^,‘-..„4..-i.'.,_.0',T----r:-.,__i':-.-i„"--'-------,,,,,-..__-.21e'fi'FT-,-.!-7, -,...,.'-':-'..7.:--5,;;--- --:-.,,',..7;)..k.-A,,....,,,/"....--,:'.., It i .11't ,....V...1.1.4';'.'..i -,,:"....,..---,-''," .',.,*';'1. ,--r----,-7-----._S..'',.-4**,-,-*.../.......,'-..-4..f.'-)-5...-r*--,...,--.."--.-z3.."----...,7".;g:lt..V.ks,":k."‘"‘•- ,..1 6\c-,-.'=,..‘,-----'..."'..-;:\"..--k ''''-•,)\'', ...,.."'...\\...k-',•.,`,PV\%',.--.:..--",:--,',,,;.4.i.,. .. - -."7,1-21,::::".:-',--ilz.-.,‘".". ' ,_7„,;,...,..\..i, \iri .c.„.....„.„....•,..,. \-..„,.., !....._r,•.,,,,,,-„:„.„ : -,,,,...„...,,,,,..„-_,..e,„..,,,,,,___:„....„.;p:..„-;.,,,-.....„:„.„,-„,•„,,, ,-...„,„.,,.,......„„.....„,-;•,.t,\.,w.1 ,,,,,,e„...,z,..,,,.„..„,„ ..„.,,.,..,.....• v...,...,:e,-7$•;..7-----43,77.;', ---7.,..,,,1-......5.-1.7‹,t''.tt›..."'W•\ '4,,,7'‘.V-4--st sl.7..1:•''' 1'4' -:-%14i',.. \' '''''Vg"'-'•'-':•444-''IllrAll !"--'''''-4.--1.: . '1. ' '''''''i!'*; '---'''‘.-'''• )'\-.* '•''s;• -\=.---‘-,:,•;-",•::::-- 9'))'••4=-------- ,•'.1":),.l''"1 i ''•77-,----•*-V ••'-':Z:':,'•---- "AO'-.-t',Lr• ••.• ';‘ p,„ %-:rt,:......24 1:,... •,!...._9.;•••. i__-:..,.,. ; .,........5.,..:-.- -.. ,;,,•--;--• .=:,..z ;'4'k,VS,',\.. \\ k'-Z.\" "•-s-\"N '-'''''''' ‘• N.`4":"-'-'71'11'-'•'•'-'''. .5--;..-TT.s."."-- j.',/,4*,:`-.0.1.1 .11=i54/1T- ,', , s.„.... 1,..,,,-, A s'.. .4*:\%0„..,,iN„•\.,N.\.„--_-_, ,,;-,,, ___ :/,/,.,•,/,,,,--,,;.-:-,%<i.,--;_n, •/;,,,,,.....(.(K4r-..,,,,,,I.::'-_..,.,;4',--,-•;.;:...',....,g.PN,....';.:'...... • "-e.&•....,, '14..k-crlf,.--;-- ''i i'•...'•-''•;••*''C r:',••'...;•-'•••,.7'5'5*.',-47--...f"..Y.'-.-".; ''...0.;:-_.ET--,-..-.-',-'•-•••:)'.. ,,•;:::/,_,••,Zy•;'5.,,.1,i„,\N,•,,,....,„ --',..,„,,,,..\.\-,, ,,:,,;.•.Itt. •,.,...„--.7..7...,--.;•r- c.". •-•:7„t,.-_?..,,,,,,,ttit.„:„:4.. .-.; , ,L... - •rt,v;;;Nnuis b_. -..,-', 4•;.1. 1 i'•, -,„;.2•\"- v:._.\•\',.-••,.- 1.&*:::La,,;..1\,\,\.•-z,._.:_-_ ,,,;....;_k-.-;...,.-------.,•-•_________,___-___--/--:,4'.*?1,,a---__,...:4-----=-•---).- . .fr-'.k`s'i-fik•:3'\:'--‘%.••X.--,54-4 .,--=:-.44.7 .-'3 ,-• .1::, .-'''--;3191 ,--,4,7,E4.---='',..._ . .3.(44,0,::04,3:',2',.. ...:_,......- ':,If...;:.'.....0'.h...-;";'1' '43''.'`. ',..--:-.--...E`/:F'• i 4.„-;.?„4 t,.,:-..,, ,,,--: •• .;if::„,.;:/.. ..--- .,,,,•„;.,-.„.1. ..q •'‘....,:'.4.e,11`..1';P::M,,44.'L..--;7...-3-4',----.-Ze.4....'-k- )141.--1 -..",3';''' '. %•, '---.4,,?-ur- --r_z..,-.;...z•E-i.1,— - ,t •', '-',---,.5.Z-551sa midlift,..-1 x i•t. _ •\, ..'''''',,i• iit,',. ....",b--'.;"'"'N•V‘,.. ‘-'7%.7"..-- -0,://,'/).:.‘" ..'•:. ,41.it,sn"...;.'ft.kre,,.%"-',..5-'3" ""."-,-.1A4.-‘6'"--•-'•:.--.•---Jr.,,-t-'•',,•T:',.i.-t---:::,--r 1,11„..`4:".:.' 1:4N ''''..1'...‘ •;•'-''`i5,1 ir---''''..7-::'•:-."-.;•-•'''-1-.=...''-'''.:••%•:.".1." .-•-c''''• i':"•-•-•••':-:---;--C:4:'-i'•:;;3iil'i,11:Fe•TA''''''''V'''°."1::1'-k.\`'‘•-•- •:-•.s"'N''Y'4-'Z' •'':'k''''•-z'.''-'-z-•••r';''.;•'•-•''''*'''-t".\\-\ k::-\''''''T'6':'•:z-'I•-''''-V•-•••';:;'..'''t4';-il‘- - • A 0 •• •v42_..,,,014.,,,,,,...rii,,, ._.., 9.,,•-...,, \ - ' .,. .-..-.. „ N. ,,,, ,...,_•;.7...:',.2t,N,t.,:k:-A„i:-.0;it(i.,?...1--,,,,2-•i 4.?:',.,• ., -;,,...,,,,q--,),4,A.:,-__ ••.'.4-.-..- ..,,,, ..,,,-4". -,,..,).. a.5...-A-1,1,1, ..,• y., ;;.4,...,-..--1.-&:, ri',:-...;,.=-•If:•.,-,,-;:k;' ,V,-i•,„:',,•\--.,4;..7---*,...,-.--,„›.;•-•:•-$A,:,\it,q7 ,1•!?:-,,N-',k10p-IN.:;'\\••_ ,;-.*0-.7'1,',- --Z=-•-'7f;:-r, $•,q.Pir is,i4, . NA;...._ -1,-,-----Ipip .7. , t°‘;'11,.? -,---*'--11...,.., ,Illall*.i;-Al :. • ''- ' '''''',' • ''''. .i...... '-'•Vve.i \‘‘',1/r„,', . _if.4.,12-"%1---:*•\s-z.74.-k-"W,41,14t.--:7'.. 0'-'6"-';',."4-`4'•.m,.: •--.z-•/. , . •-kr --..-• \ \ .'•••-z.,• • ••,..:-,•,A11,'-- •i •-q_t4-E(..7'---Z.''rt•-•••ktfrt,V ,-;•re--<..-.:---,* '‘.tr. "!.'f,--,'(t.2,.,s, .1..,,•'1.,•• ir'• V.•,,,•,-e„,---,. ....•'(/,',t-':7--,7'-`:....;‘•. .!,)4,-.:`,;;;"•.-.‘',.t.:'!!.--••••:---.7',.-•41.:•-•:436,71';',;•,-#.'91;:;,7.4"0,..1,11'r.6.K'%.-••;: -4a•--7,„*.%At'-.,:'• ...I....At\t',...,2''. ..sq•-• ,Ar'---. ,.. Y71:;.,,•-...7-71.,?/..,1";:i /3-\-.. t I.•V- iiriva ,t,1.1,,,;--dp. Iola-- ,c.:400 ... _- - . . ._,_, ,.. ‘...,„,.....-,3:-.......4•04• • 7„.,f, ...-...•‘-t,.:1,.,..r1-,-0,. . „se,t•-,,,,,,2„ • ,-.,..-..3::.44 t6t‘,... .• ..,.„1-e_. , ••••••irdl'.4 'CiaLls.... 1°,.. '..,it 'Mt.?, ,'; ' „..-\\." - - .... :•....i'-‘',::,,,, -------...---....,i' ,/' . 1 l(\:.N--7,-.-,•‘it• ilr-... '''',14-7.r.;,-...11.st: '.'s...7-4,,17,--.24%11•166 ,',7a 1.L.:,7‘T.?,•....,;•'...'',4 p.4.-k7 ',/.,- •,..;..":;77;'..7...•-•,-",_-.•-t..•.•;;;.,,,,-.•.,,,,,, ,,.,...:2„.._,,,,,,,,.....____,„,,,J.4 .,•. ... ,. ---,- -.:- - - --- ---.....,:„, ---, . ...„••••,•,"1 Nit,.. ..--.,...v.,.T.-4....,.,-„11.,. ,e-,7_ i....... tr...-*--40.i,.li:. .117,1',4Auff likyt *g .4tri . :4".--'..--- ' ---"' .----=-1--. .,-,:::4:44 %. T s''' '1V:11,,',*..71,44 e...)::%,, -.4:,--7...-":,-14/V 1:&tf.,14(1.2,i3f'y?i,..:;4,1.1 iii'c.. '4.'-';'>;•;:re-f-C:.7"ifi:', ....]'-f.' ,;=-,:iiXO.'Z''',!'"•:'''''•••--.:• '''''''''''.'•.:'--7‘.;e:- .!:!Zr':04.`=-•:V"514•'4.':;-----)4 .,''''1.'-:-----';'744.-:`1'. ..''..=..'-';S'''.44^.1/4, '1', - .. , 51.t:k-,:, ‘;41i, • -.4- •- .1 ..... . ..•-••• .. pAt4404, - ''t•---'--,.-..-.4.:..,,'....':i. \:\\,,... ..,.,k,,i.,-;:le....--..-$:..„,,,A'C'-'..<„,.\t-•-..r„*.ow';thIggiW.'-.''''''.4.2"--------=:•-..-,s .,::::•,1::::.11:;;.*...1\s".,::::\:.`;'.'-')..%,,-.7-.17)%:::/,'Ili....1:,„''''t1:11,11:::-„;;:,::;.'?.4,1t,li'1:::::,::-:.'rf t!,,..:1,:;.:St',.::::'::::';', ,,-..!:%7c1T!„..... :1•_?...._:t:;-:.,_-•••1:37;.::'''...7,4.:1::;.7..:--;,.::-„,f,-N t....-,;„.1;;;;;;:::"---..,;:'......!,..1'.....„.„.'t•I!.,..",,,, ,,4::::::•:-i74.,c3:1. 1.,177:-,:.,f.;;:-::41:•,„:r., ; t-:. ....!:•-t -,:11,p,•-•!.;-. •7", ••1;:-.,1,:,s;;.;:f 4..145:-IF•••;:?,'„„--!-!.:77:11'.--.:::...A.;-';':,7-,..:11'It•-."1-;?..:' -. -.Is:\1.:1q:'"Ii."-;•.•::*:;;;_11: "•-.-- -:',-, a-,:..-.... -......,1 - --,,•••..1,--A.-. ••,-,•7,•••\Zin-f. -7.77;1....7,,sn'Ir if OA', I - .S';4.3#4.1.131LT ...... 1 Plit. WL . . '' j.- -7'.4- 1‘..:--•-!...t$,,..,„' -,i : .. ,...i-P',,..*,. ....-'74,_, .. ..3:10;-;•...:•--4qMik 1 X‘ c.en AV•f5,,',....?'--;,4;,''.5 ',Z.' .5' `'..,5-..•- •••-•-•---•.•%';-•:-.f--,'„:-.5-_• . -';,•?.r,...•.`.....-; .- ;...,1.74.•;IP-,...,,,,,,-;•_F:,,',5,X,„5`..-o...,,,,,, ••5°.,•4;;•••,-.--,>•AO",.-3••,--,"3.3•-!7•:-11.7t•'.':.-:".-7.:J•7.---,--,7-, „V-,•,7“.1...1 I. ,„ ...... ‘, ..,.,-.:..^.'.... :'••• : •• '27..'..1--•' ',:" '-:••.:•:7fr'' '''...'- • • ••:-.,4•4's.T... -c',....044414k,.04443V.:.;;;T .311::: :..37.:,_-, t.\.; -,-_-_,,i . -, I. , -„,-,-,..,,,,,„„---:-,-;• 4-,';'..''-..;-,.."-4-...-1`... '4,."':7-",--P,4-13,''... ..e--',..-.-.-,,,,..-•,:.•;',4-' ....".:.--73 f;*':','4 '''.':?1,`,. ---=•‘.!---,-•:'-,-1-.4:;4=?,4...''. .>•..'.....-'..4. -.-.3 -3,f3.•.'•--4 -' : . 1 .'-•-..1:.= riltri 1 r : * MS i ' - • -'3 " •-c-'-'k‘r.' -0 1- • • - .:''IL ,\AN -,-„,.....,....--, --‘ • ,----., ''t ., •ii.-_,-. ,•• -,-.,..-7,---,,,,---...-.7,,,,..---e---•-.2:-..-,,,,-.-nr-;-..ce,..e,. ,.4.,,-;;f:-,...;,,.-••,;,.--_,:„:::.:.,....,•,....A,,..7.7„. •"---.;;;,";•''',t,*„.- ii.1,":-.1 it.••••••"-----'•-1.,(3-1\--..• ,Vi•••:.-•'7'•'.7-C7-4..:17. ". •'''-'1'-•••'1 4-' •‘ • /,'ilii0)1:11;amaig • Is ,. ;- . .--C !'‘.,: \•'.7. •• • 'N\°I ifk7\ `.7.7,.'Z't...,..1'....31 ,-,,,\V7---'-''\''...'..,-,..- .t '.'i 1'',---- --'' -„...,..1;•.i,!...•,..;,,,„....,%.7..,,,,....,...,.....,,,i!.1.', !.;2-.44,..14,,.....--..„..-..0,.5.,..,. .a.........'ilf"."....; •...4:-.-,4'44,3-4-4...0-0-.7'',-.`4 4.-...-A•,..1.,,-.4:.‘ ... ..• ....":•!,-"A 7'7,7..".,./ ', ' --47:•'-'••••••,..•->:t.,t..-•::::''--;..-- ;i q " ,--7-‘, ." "---„,-Z.-..7.•,,,t-.....,..e.,:.-...",-....,%. ,-,.'1.-. „1•,---...':**-;---•••,o." '•--,:•nr---•-• ";•-•-:7,7,' -7 ;6,7_,1Si......---t.,,-,..?,,,,`.`,,,77.4,:i..,.c.,-,..:,.r...„;.....-,`,5,,:‘,.,4t,t.-. -,•_•••••:-.3-..z.-:::-.: •';'"f."'-:. 2. \ • ';:s..'.. :' 1•',v.11-1C.,..... : \;,,-,.:_,,,, ...7\ ,., :':,,,,..,:.-.;•,:-...,,,4•55,---•-•••-,/,',-5-45 / •••1,•:.•-•..--.-p. .-alt. ,1,,,,:.-„.. ,.,,q I 4.,,,..r.4,4;a:..-Z.:....4i.f.,,,;,...„.•'.'44',4,44:-:4....11,..--4..-:',1,1,..:2.7,"''..%'"i 4it•-7--"-'1,".4,..--...,6„,.....,4tis.-I-4..-,..,r,:.:-..=;.-:,,,--,..",-,...p.v.:4-. ,•,..,,I,-......„:,:-., „. .,7.--4:-.4 p-",..V,,,,.,`. . , . . '...',:ikr Ilia \t.3,-.N..."-43.-a..4 0-..",..'•..0:4...:-..,....“.-...,.44 3---------3-4," .-)-.0- --44"0"1/4 • -4- 4'1 • •-7, :•-r--.,-•••••--- -, •,... • .-- ..,1••.--4.,. --• .,,..-4 .,....- . ___-__„.. ',... r----""'''''-f-,., -`,.d..s..-1v•'•:•••.--..„-••--,..,,',.,sf4;,_,',..:-,;•=.,;.:r..0.-7;(‘..v.k.2--" ..1 ,1,-a.---:•T`ro?:ne','tk-;47-;,-7.1,1•,,,,,o'...•:,:'-,-....,:Q...• ;•:•-.;••••5•;''-':....z---",'-'7"'"'.'44:&.,.. .1 4.-.!:-!:''''.1- \\,, - ...-__-'..,.T‘•,,tte.'"•'s.--=--4-'.1'; ......, -1," •-..' -r;`,-is4f.'!.:777. ----Ir.." . ",,Y.:`.."'.'73.:-.'.-:-.'7--''• .''•,.-..-----1,%-=''''-'.--"•'''''-r--,--'•.'---'',- •'--'-' -.•••••••417.'..''::,•'-'1',-.V-,*f:;,-7.v7.2.,:s•-••.n..-.4,..,-.„ty.,.!'.,,_-..,.....•.:?i•••-.f. -- ,_•,,,'•-.?1,12e,...•.. .-t,-V•I.;--7'.-el-,7:.`•. ...•.1 l',..:-7.:-.'..;7.::t.'..--i.,.z.-'-,••,•...-,..':1-..i.%,-.,...:;.s.:!:,';'•(.',..',,,,I.:7:•:41'15.4..•?1,4:•....:1:: :.,P!'‘,..7--:';;;;"1„;;.:f.;,....,:-,,•:.:!:,'...7".\::.; .:,,....;...--,4,..,,,,.4..-..%.:..,.., :<-•,...1''•7,4•24-r. ti,-,y.-. ; 1•••,_;- ':..,. . .4,4 •-....f,;, ,-.-.,,,,.......sit- •,,,--1-• ':_!....t-- 9.,•-• tr•' .' lit ,••••,..,....:2. -,..•••••.,...„,. . -• ......,„. .,..,•• , ,...,,,..:-......„.„........,,,,.-„,„.....„,„:„.t.r,..,„.,,,,:,.,.:„...,„:-._•,-.......„,-,•••...„,-..,-,...•.-•fwf•?'„,7•-•-';;,'_,,•:.. ...-.!,,....,- '- • gl1PRIiiig- I ., -,. .". 1 ''."---;.\:-.----._,‘' . NII., -,...,-;:`,31".-.,---..:,:f..:"4.>;‘,;'.!. :::1; . , 6.41'.`"Ii';',),? -_; . ',".„:..4. c:„_v„.:.1_..,: r.44-aNy.-4,..-k17...:'..S.--z;,1Z•:;-%:',`-"•-•'-%.5..;•.?„:,'"iii-i-1_,--t;::.!-,!..5:4-, i...k.--4.--••••'.2.:•,A ifc;_;:-1.3.:',-.v• ;'::P,',.:-.*:-i''-.,-,•-..V...•-,----;-V-,t:,,,',g,f,--".‹.-5-Lic„-:,:t:L.;-,',:p•-':',_ pL4-1_,,•71:1;:j.:•-„,.., ,,T-..-•,...-7.•-•-‘4,:-.7,wf,k.,:3.-,"-52?...,rA--,;--, -- • :7,,, IERN Nano 1 .60.7 t : 1,.rt;-..3.,,N,{,i,,, ,-,,. ai,... .s...,.. ,,,,,,.:,-,_-_,,,-- 0, ..4ri, ,_ -. :-":-.":1--s:"%:.k"•-ri-f-,=--"-f;',.;',-':::t....- ,;:.•;:i\rt..1.:','"?'-;,,'::',:i;?:.,:is: •'''',i';'.'.-f:1-.Li.!;',12,,r".1..f:.,t..-n's,..i-.-.7-. de....1. -3;.!-`-.;,'Vii:•••a.:,!1..:-.?.::-..f.:-.-$;.,:::.•';',-,1"-A>.-:,i;";":-%;,'t:,;`,;*•'•, -' 1•::,-41:-.•-=',-:- - N.,.--,-.,:-.`...,S.-Wss'..-v! 1%.,1-1'• . .%MI S , l'T\ ' *l'in-i'l-'.,4.: .•'•'-'• .\ ......7_ '- - • ---- ' - •r4,-1:-•,;" .!• - V 3 le ..,. 2 - ., .,--,-..,..,---,,--,,,,,,-,,,,,r..-•-,,*-,1--,,,,-,-- ,.-.;,,,,.,...-...,,,,,,,,,, .-.:w.......-..-..,,,,,,,;,,ii,,,,,,,,,,,,........,;--- -..,,,,,..-y,,....,.--,,,,,,\.,,-.-......,-. _ .„....• . ,...., .,„.„):„...... -= -- --••-d'. - 7,•••••:.• •.- •-• „,,,,,.....,. ..:„;..•-•-•._____......„,..-_,:7g 61.1'4 a, .„,.:::•io.;,.,•.r.1,,r, ..,1,,I.-,--t!:?..::,1,.---.._,L". --'=::'.71....5t.•,...-"•,••7--;',f•1••••7';'•':-0,z.-.1--,..:•-•,-;77-41.4•.,..a'''t'a-,41-:.•..:Yr.......i::;',-,:-,„..!..;4,;...)..6•,.),„:.,. .„7-,.:5,,,,,,,t..-,:J... ..„-.4f.i.,..y";;'...7..7.',";•-•-.,, ,-,;-"-"• 44 \ 11 •• . . "L..' 1-.- • -, ....;.-1, k‘....,„•.:.[4.- • •••• •, ,1,..%<_•.7,‘ . -\"11 . 2. ..„......16..,...0011'..__. 1;'. x..,...r. n,...:. ,,..; Ci. • - .. '....... :--, av II -. -__ . .T. .•:• )-,' -•,);' .• ,,,..,iln-__:!•::- ----.. ,..,,,,,, ;.?-zr.,.I•;...A', • -7'9-.1.-.-..--.;;-,.u.";,-4-•Lt,74.1..N: .... ..-,'',,,:=t::-,.3/-.•-••::4-::;;--'i.=.1;-2,r:"--4---,1•`:;:: ::,.-2;.--"-----'-•:-,;-,:i"-,-t.;?.:41,:l:',,,KP-:e‘,..:'..., . ,' 77"--41N'T---&'•'''.....f".,_-*-4-0 1.;'_-,- _.j I:"' :L•,.. 21'\* \ .- . ' 7 lir -...--- -- ---.-. ..i.-'14xt.. ..,-.--..; ,,,,,,--.71 ‘ :in F-6-9*--Iv:. .f,,,,' , :. ---.--;\ .- ...'",t.,:' .-;,:-...,.-_. 1.:, .7: 7116; . -- . .". . ''''''''''. ....i-:::::-,-, .•kt.1:.:CIA•L-7:---------'r---_,.--''''L-L`:..,-',-....;.,-.:.' :72.!:-.5:7:1/1 .,..lae_1..k*. ,...i '••Ti.,:^•;1.::!:,''',M2-;:.,•2,:•:`':•.!,f:,;...*•'•'1,17,t.•...!,1:2141/4,:r.i•-•..,1%;%;A:':'..!--i "--".3-i.-:.?;±.='''''•%:."..."i''''Z'i."?'-i.-177.,:rf::$7,7 liq:11'f;. "-..:. ' , '.--,,.. 1,--..„_._ ,,-..-,,,,,,),.i..,r,..,,,,..,,_,Jr„,1..,...,;,,,,,,,. , ,:.`-:,.',5 t,..S.,!..Z.,;',71,0,-t-.5.?•,....•!;r•ri.s'4.7 4.i;'.'•:,”-:,:i-- _, \IT ,- •• s'''.•• ' /---.•-'.-..,•,.:.;.R.7,7'.2.'••',-....:,,„,,, nil Ewa tc,.."43-ar, ..;... ,.'-'. , 7 i' ' C \t•I%. , -1 ' t. C. • • .., ,\-,.', ..:- • :. :' '14..'1'..7,%;, C=.,73-1.4-^.3 I'., • • .-44•-:".•''•-=','Y 4.-*-4:4,4,"3---.r...,;`," . ". ;;'.4ik. - --''-. •71......'''''' "k_ C-. .‘- ft it-- .4.-,, ,-......,-„,-.,-,,..ty. ,,--_,-4.::, ; .. ....,,, , • , , t , . . .. ,...::-. , • /A.,--.4--; • <\%'.) . ‘,\ - -: \: -..... k,r,k•,•:,,, 111 'i .....,-...._,, ,__-.,.._._ 244-.-.,--.:--- •-•-,A, ., .•••,•••.t... .. . •-'--. .•.,. :-.7....,4.:-,11--••.•.'::,1 b.,,i--:--*.e.-„„.:''`.',.;......:•;;rer,--.....-::,..„:-:..2,-.,fi.,--_,r-•-..z.:-..--si.i:-;--',2:-.„---'4•:•••-• •;::::.il'"':'-•,.':•,...:;„--,'-.,;et:'::'••,t-•••'':;•,-_:!:';''":.;_';..:::..,,':',.'-f:;:.':'._:-,.'Yy--••,...:'''','"''",".','r.::t;','„';•„''s.:,' ..., ..,„.., , • -4-,.,.".. :`,1-^,,,..--.,--.4,14. • •1. .. ....."-A•••'-', ,7,-.7.--7.;', ----",. .•7:::7",,,'''..-. '''.`",-E7.",''t..‹.."lit--.t:. t''7...2r-.a..7...7. ... ii-iiii p.ill' ip,f,-.-,..•.• 1:',„-,,,-•..7.-';4••- 44-' ,...elit I"Iji"it,lilt r,., .7'....,,, . 4;4. -,r, • : .e. ,.....„!.„...„,,, , . 7;,i . ' ,\‘ .--,,,,,,,,-.., i 4-"---,-;,,,4„1,,,,,,,--;,,,-. ',:,,.. * .4::_l f,•.--... --. •••,,•: - - . r---_,--4 t..,7-4-•• •• -•:..•••, - ...• • -:. -•••••„1";:!&,--,0,424,----•-••••• .•?4,•,-,,-„:v...-...,,,,-,-,,,,,,..„„.„...,-;,,i,, _ ---s•,., .(7.,"?.,..,-.::'''. 'IN v,...,„.,.,,,,,ssliolimill --7• . "°,.....,0 07-,,,' - -,,,,,.- -.;t-:=7,-_,... „,,..,.=-4,7,,, - ,,..?-,..,-.„.,...,,,,,,,,,,,,::„v:.,,,,..,,,f-_,,,,,..1:ryi:,,,f?.,..,-;y4.,4...!:....,iis::.-.,,i,•,i._1=4-. ,.... ......,......„,.....-,,, -, _. ,..,,,..., -.0-.-Y-;-: --...,,,h-, .-1/ -,-- ,W:416 -rgivaiii ..,..-- ,,,,__. ''', - -Y ... \ c ..... ,i- . ,E, ,,,......, , . .1-..i -- . .--- ,,,,, -7,1".,..,ert,17:-.--3,•..-......- • •-• ..-..-6.1 ..,.- -- • ''', - • -"..• • ' :;77:•'1:9';'.*-' --L-1 I '14...;"- .P...`":; -':''n'.-'::.:*''-;, ..;',..-I.-.•; :.5;- :.,...Z., ..;:l'"?.',;Z.: ::2.1,:?'"-:*•,: •'..,, , .. ..... •N „._",r • ."..• '.7 -''•-•-:.:- .-, 41.1t, lie,,,,,Vit -u..sr,r.:-.!.---:•:--;•-=.:-- --=----- - _ . -A.; -.: I. ,..._,j. \ _ .. . , ‘... 1 2-\....s E........- .7.-,--. ....z..,. ..,, 15- , .Iv'.- ,' ‘-;•.- .,-,,,..•47,-<;...•;;-!`,„ef, •,.5.!--.4:,-;';:.-.11;•Igfe-- --v- R,.._••-•,•;‘,-.-.--„‘,:.‘,1,-'„::',.`g-,•,.%.,:.-,;.,::- .,,!..1i.'•:'.:•":4:',:::.F.r.f.::,••:-T.:*-i=1.:-..,-,..:-;,7•9-i•-• ---' An1Prehs . . .....- i.,_,,f---..-..•,. .r.:"f'• it•.!.,,i..5-..,..,„-\'%::„.„-..,4:...,••,,-:,;;a.,'•,,,-.:',',1:,.,-2),..;;.,\.;k;34„,„-,:s.,-J.k.'0„',-,.„_-;,..„-•.-.,...A,,, ...„'--.'"- •." , - man t.,. _:44,. '',..... ,,i,,,f. ..', ';,..";.k..,../;‘,...4•0.-•,,ti...,,,...1.V...',.....;-..1.. - ,..--„....,......,.C.s....-‘,.'•-...•''.,:';•'1,q-i.,••..,.:r.7.:-.••k...Z..;...• ..•••,, a ...' i".... ;..,:f. 001P° -,.'4,1,,‘..:Z;- -:'-.-''-r''.....;.\‘''',...•'...';':;."••;-1;11:;,,,.i.;•;;.;,.. .`'.1.•'...'..-41:-;''.::.;.".•'•Wini4ilr:;I:1.a.'''-'. •.• . " "•••. . • • - -\\•:-C..-- - . .••.L.-N: a .. . ''',..`s- '' t•-:-4...V.:;' ''''''4:.,!,,,, , .....• '•'''',' '• lk"::-`1......'.', :4:4`7.•;i:::-,q'-;',...3:-;:,-.43."'?1,f,",-.? ...f-c..4...,4::::.i.-•..44::40r4:::s'.7.-"-,4,-:::,--4%,-.0...'..4.;.:4_,:t.".•;d,..1.,;-.:,....;;•.;i,..--,..,_:,.=:...-.1,...,...„...,•.,.. ....,,,E'..1....s.,.;.... 0 - .2,,, ?,...i.,,,, -:.:,j 1'..cs.-- ?-,F=.2-;:t•4.- y..5. • .','...-.4.inosig ,,,I\\I06--., \ .- . I. ',, .. ... -'''.. ',. .1'. .1-11';' '-. - . 1.:%1 • 3.-5='.3-.,,:','"--is:''. .-:. (,. .. -,-,,,-,-.:0--=4s.i.--',"=--,E••.•--::.--.:-..;.-.•...-.,.--, ....„.-.,„.....- ,..-,•,,,,••'..7-. .4..,4 -A ,,..1:,. -.,i.11irli:-.11`1V--.';';•-•;`'it--•r••••••(-,-..'-i.,••••'Z.''...."•••'%...;',..,,' ,,...--........•:.1..r.....:2.,"-•.',.•••••••r,-r••••.., "...r.:•••'...' I Er • • i . ' II. Ill K % 4,1J-;14. no' -,-:,:•., . . ...:-.-4_- mg .N • - . , --,...---.... Ner., •..,,,_„.••,- ,•- • 1:-----,'''- •- -!•-- "Ell,fflEit. \\\., '.,..f. \ • * k%-.'•-...-4,.•.4.,, - - • %.'4 R;;;:,,..iff:i:Ji..,,,..i..;;.0...1.i-•,•::,=.. ,-,04•,,,•', . '.---.T.,:•;,....•4-..:;:.:::•::$11-;:c.;.-;.":.:tk--,:.„-•••%..... . ..--4...-z-,5-:,-- ..-- •-•,;:-..:ii,i, -;,..z?•.,:..-. 7.,•.,•• 1 .....faviii, f `z---!•,•".t......44 •--•:,,-,,;,... ,-...,,1/4. v ..-"AP-'.-,.-C.:: ,v.„....‘,.... ., ... .. ' • • •1,• • • .,". . ! d . •,; -,_.,--il-._=.-41-•••:,- ••.1..• ' --. ...., ;''''''''-,::'.• :'..':'" 1.:. C2Nal.V4:4'4",' -OL.,1,'.ii.,-f4.,t.f.t.7.,:•,-.-.4.17:0.,.„-$MS",ZZ-v-.:-'''''-;?-4''''''46.':',ZTqW;-:':,: "- '-...,--,---7-- :'-')'.. .?!.....,1.V.'i L__ (rigla '4):1'-';;':,i'''' ilk"'7.''age'41 en,“ .'-' s' ..-_.- ....' 1111 i 4,)\.. ''',-•.1/4-___ • '.1-:\' -- , ':i_,.. , -i.,, "... .7.••;.--1-V .,,.., ' - - ••.• ...r. •,,,,,...:;.(,,----••••?.....;,,,,, -...., A '--;.'."...5,-- • . - •/•-,',. •• r•k.'..t.---4.-.,L. • - Vag . ., t7 , , vit i''.6. . ..,,,,.... ........ . ...... , ., ...1,. ,11,1",-3. - EMI& - -e•a° ( :. \ V ,-, ,I ••...,..-:.,-... - '''-:.. -.,I' • ,-‘,..t. - - - ••••••r-t.--.. .•••74-,f.1;:t- ,e.....r-,--•t•-1-''.-..1 •.-2•1.,,, ,..s, ••••.•,, • .7: ,,„,......,,,,--_,,,•,,,,,-;.,..-4,: .•!,• I* ,„•,. IL.911 •147:41- \i toi\ i:::••,q," 7-,elis .,_ •:•.,,. ....- ( - ---. ••••.1111111 ,ik,i•-- ..*." . • -,, 2.8 ...., - • • p,,,,,,, ..,, •-.,,,,.•---‘,......, •-• • v., .• 25 ‘, %.•''..-le.::‘•%:3-"•i-j•,'",..•-'•'! .4 i t''';4! •'''lez.!'•R"..-.=?:,:i."- •;•.".•-•-.-..-5:::...4,,,r2;4.-ts'"-4-'3:"'s"-:).-‘;'p 4 •''-•:,-.....":. ..,•-•3 •-• '' . r''' N -- • C Nillaliibil i: A.!..410 i' . • ' a. 4 \-\.1( lir 1' .. ...-:,,,*--.-.. •,-,] . 1.-,- . ,, I .11 , -- 7.-.:2.if..f?>,;-4';..f,- --, s...: :.. •, , -• -- ....-'..,„-...xv.r.. /...., fyi ....•:,-.•Alillti.'.. .,,.,..y.%11.1.•••';'7':::':••;•.'1,..'''';',4"4!%:,..-..Z..,.. -..Z.'.....,:.."-4,.:•;::','..;.4,.:.‘,..‘. ,:..:•....v."f; 1 •-•n$''..T.r. • - .1.`*e.',It' ; V • .,'. ..,, %.-„,4,,,E, 44.;.,•E'ry.:-.•:•••:1•Z??;`-.4,-.-J ;1.?,•:f•i:•*'-'''''..,..\•'!-;a•8•4?;,15•Sv-1/40.;-,',':-N-•-•4,-,--e,-4•',-;:i.:-t.z-.- *2`••••::P.,,,,l'x-,•• • "'-',• :'!'"i I eV ‘ '-*O, Tr* '•---. . .. ; - " '"',`f::. i.,.. '''"--.'‘i- s. . r- .• ,, ..,,• ,...' •- 11 -1.1.m. ,_- r -:::4- ". • iii. ,.. •S•:, , ..... :.. Issaquah 9 1 -1/2 0 1 The boundaries of the sensitive areas dis- played on these maps are. approximate. . inye... ; Ilmnff_ _Imnsemmi I Additional sensitive areas that have not been mapped may be present on a devel- 2 on Hazard w.i... MILE opment proposal site. Where differences • -- N occur between what is illustrated on these maps and the site conditions.the actual Pre- , F2LITI g' 14 ifi lra,M1.1111.''‘' sence or absence on the site of the sensitive AErr°eSal-S. area - as defined in the Sensitive Area Ordinance-is the legal control. ---- . • 10. ' . . ,,,,,,,,z...14 t - t 1'40:14\ i,.------:- ,4 .e. 04,„1 --41{'1N'Ill b .• 1 .� s- i% y� ►0 'i - see . -• i L � 44441.-zi".„4.m,thiiiYYYsssva e !i'. �Js ► I• J L , , • • p tir .. 4 ,:-.. .:. . 0 eit • •ivi _ . . , fill -+Mt ilk � � ^,�., ';:illy Atk*"---14....., 7, fey, .i zu ?' �.; /: .. \ ++�NI t ��t q li, f- I i 1 n. S3L-� _ 'z< e.,, .. „,,,,_.„,.,,,: ..,....1 :t.141, , . . >�1�. ry� n�►5�aAl:� :/ - ' � . .:.J. �-v� +\ l9I , c` 19' 'j � aa ,,,.?,.I'Lt7.1....:c.i- .1Q____H,:,, IIIII---,‘ • ) , Jil ivv.i,„ . ar , „.„,„______, ,_ ... ._.. ,,,,_ 4:- ....J • i it• • t . yieti ., ig _,_ 1' ''"--'---\- 'tt.?...•.'iz, - I. ' ' \ C." -1- ',"•'"--r"2-"`• '-•" ' \\\-\` \ -T•1•''''''''. rvc% - 'zjil . lit \4" : '' I�^"•�,' ``C'f`• ti ,. 1 /: '� _ ,.i _\ ''.i,�' '''' E t ` A .� '� - �,i ., _ l _Y� ..e._ ] 1 ate_ �.� �$\ __ c. # .- \I\ ,. 1 ? �,'l ,1 �/ J' 1' :I 1(1 yet: , . 0. /J/� y_ ^� _. _:_'�._ :: �-.-- "s. III - / e -- _��-. '. • '%. i'' - ''- i `.\��``' ' .� 1@.`� ',sir .a /` •a :-' • �,1� �... ''�TIOPI'DIF• e' Si - . • ..', `.3 R-\ �1. ®fibs` f- _ .! �� ^'i , 1; .)! j ' ti_- i\ O , i - .. ' y i 31 <a '9I" •v.. 1 � t'-:1L' L •,> :: :I.., - \ ^P,p /ram \ rJ i �■ � 4 ` �--. �'t • •C� n q, ', .,.. ::::.� F '` 7�'TF�jk�� lU'� �f . �-14 rt.- 4 ' - -� - 'C_ •��3<� �;. o ter. , • .. .i. tt.. t v - fr — �® :1. • • \t...!,-„,,_,,,,,itlik r,..E.r.a.,_ ),., ",:,..,,\„. „,...., '/" ';'" _ - .�', :.•,_, •. s...„.•__ • • ` _ , ,.; ._•__,, , - ly \\.. 7 �.- �:;, / ':. }ittirk.4.'"-"';';'411tat'A�. .q _ `\ i \ \ \ ., ,mot .J �// 3 ' , . • ;. t �( p i B d of _ = \.\ :\; \ } _ . x 11 ' --� M''MTl :� - , _ ..-zr•` r"`. .a 'F. 1 Oti'-. r( s i •N's,- 4• ; - ., _ .,. , *e ! 1.1. _, _ 4. �, �" , „tot.riveo,..„ \. .„,.._1„...t. ,:.,„,. ., .. ,<„, ..„...__,:,.. ,,,„,,. .,,,Lti‘. 11111?;a- Nig • a30 � .. - ''•'.- '..---'-. '''' .\ ..- l'''''• .''''-' -''' 42' . ‘' A' 14 - "-''. - -".' -:•••7,'' •9.--- , . ; .-( •' '-4-ti,„....lek' ' .• ''".."Z'hA -t.Zglir--;.''... --"r7-'.: .:' --- .i.'('‘',;.\‘`....- , -',„':".-Fc'n' s.',.:=1. ,,,,11.- ''','z.:_"*. ::':\;. ,_ ' • or•' .,•'- . •.01 :r- WI if yyyy - � • - C��sZ� -Jo" - AP'-'",L,,.'1 - : ' .\"I'', ,tr,,,-..--N,I.: '..\ . -'N----- ,..': .;;;_.',1 . --:-114 ---'-',- --. .-'-- f 'r � rj 9-lE1• Mums. S y1 _ Je • - etY;c- • '30 \ A -V T' ! 3 ryr a b r F /i, 3>J�1 - ta - 'r• } "w' r \':" -( .41 � `�'- �`r(/./cam .}. fit - -' % \ +:\', •'� - \f"' ` !" mot:. ,..it K • t _ . _••:: .� ' .. ��`.,�.- yip, 'i}. - t •rt/�. _ ..ry •.i , IT ‘.741 .Z1 - —it �-.�. °� _ ., 4? - tip 1✓ r k 'ice '/ '�• • ',l • '•_:. _ "../ ',l. \, r-= -fir�. '� _ .\:. q� 1 _/ _ -./'•. ;l-£ ..i.•- • \ r it_ ,fit , - / t,. _ , mil• J 4, • •ln •i • f - -k:- • - S ref �" '.V`i - • • � . �.Fr-= . .�,.. 1� 'l�� /' _ i ✓V/I_ii..i'.,,..4 f' _"`"C,_' LF=" I 1 \ 1 : {i • 11 s{ It ® 7 ,�✓ c, 3• �► - �t1 - - �'l i :ter_: ,�,�i. <N - ;. ,� ��.-� - 'zf•" - • • 19 . �':- - a .. .^w .,_ %'L:.•"= „I'-- 'i • - * Am)‘wi./.1144 ,_..!:::;..:;=,:-",1: .'‘-: : • ,.11‘ , \ , , ., .1_, , , ,,,,,;,--,,_, .._._, \ •''' 113.11 \ IP•...we A •• • • 4 . . • - ,-. i • F • • , ..,4, ..)-Ts ..• \ ..5--- r --, _. -•, . --. . - .. ,,,,, ` • 1 1/2 0 1 The boundaries of the sensitive areas dis- s r' 1 played on these maps are approximate- Landslide Hazard S quah 9 -1.1_,® + Additional sensitive areas that have not been mapped may be present on a devel- \ 'a; 7 I- MILE .■ ry opment proposal site. Where differences eaS / occur between what is illustrated on these i �'!. , maps and the site conditions,the actual pre- L u sence or absence on the site of the sensitive ,r,. ':9+ tell area - as defined in the Sensitive Area \6 Ordinance-is the legal control. ..id., ripi,p,= 1 � ,i,,,k.-i. \-.,-:a 4,4 . 07 -of • ��i i s\ .'rlo� ,�� .5"i,1 ;9(y�• �r �APIF '' � ��I i.1E' I 1PD gyp. `.. ;c - • i. _ \i - • - ' 1, .l� �-'�„"'S=_ u +� ��,filif� tab�g �Z� tr- 3 • \, l \37 a '.�� v/>� c �K`y, `: \ S iX' ��f®�$ht4^�l t* • • / �jf �t,��p ? i'•'\ 5� 4,.. r. A IH' tiwr-. Ib - d i• • ■! �,(Elr�yfll:% ITj� ), f . ,ham , td\QiY '3 \ _ r 1\�.1• • �'��i :' �a , I _ - J'�'Y �' • '� .ii M.r ,�� 1 \r�0\ !• =�as!'��: � F��•, h-1•��.� (vim. I - k' ,.4 1P= �I(ff•/A (nL1/t �` ��4 �i E `.� - �j�� l: tr)1� ca �\` /` /� l \� . : - 1 r 4• `e. •w i•• �w r_� ��i 4{I►k �,.. _ Ljal: t/fj Fc 4.Y'�� ). - - -- - • _-.:�,•.'� ',?- `.si _ ll.‘� \\ .,> t _ lhi 1114 � � ;:{ i. ::r. t -� (" `j %' \`" r y`` \t., \fi r �,' ♦ q� '/ i ' _ - F. .�=� •d'° ••r k c s`1,ie ( - F _. ,_lra;,I `\..1 f _ �; :� .,�v` �rY:, y (_ V y y; i( x \ * �� \} t\ I •�r. Jr, ! y i r�_J _ `� 1 \ 1�,. !� ,�I'( � I ((� / / -n' v f '�_• i z �. _ `" a t�.! l J�/-t -� 1 ^ _ ■■■■ ■ ('./ •i. vim Sr .�- - .•-, 20;� yx. +.;�. `,,... `r:+ti. _ i r, .•1 s ) ,, 1 - f -1 .' .rpr ` \ \ / � v 1,�I r/ - • ./` - Y.•l,rr-;..... lirm..w', '13 ';`--• 23 }\1•. .. .7.,4 ,' % ' •-4 r J 'l C. "111 or.7iS►. C)1• \ t4tTeit-i . \ /j - �f�, ,;� /-/. - j'l. e�:� - ._f; %', o� .CI \(r .\ `\ .4�„ r-. �l /! ,� '� =f � `•li _ t ,)T � 1 :.Y I .Ya. --y.+. r- \ 140, .: M i, Fr i lam \ a. • �L a� : . 1�4't �'�-`_" � ,a .\�I'r ( • a .l l r j \ \<V l�d �� l.+t � ?a - - 1. _� 1�= a / } . f�'�/o _- i�`�i`•'-• Y d\\ �•� L" 1. 11 i •Fr r,r,. •� j1;��1� :�''_.. ^� • It—�® <r `� r. • I a N 2. ■■■gi�■■■p;■■p; �i�V� �L�. ; ;`� / t+ ,> 1` \> \?�1 \\• \ \, �''•'\• 'Nis! 3 t \ �.. '• 7- �'�,\ \— ` I / .., �' \ L y, 1 • '`_ .\ •'vn_ -�--J!i % .f - • , Y• ■�� 77 t 4 111 111 V 30 \ x\751QE E??1Sk\ ..r»C.°2 .mil - Win•` �/ :'�_` \, L:\ ir�;i •1-f• i,.\ •+ t Ji 1. I 1 • fin. -\ •�, �J ti za - '• a � : I • \t . ., . ... t, - ;•.;.'.. -ly a4IIND.. .\--.2,11,10.1 . •',..--,-..- ' ' ' \-‘''''''.":7-7.'------ Z-NtP.:.':' \ ' l 's•• ' ' 'to,. . ':,.S.-1---.--'' - . :',..•!--",'„'••':..,-„:,.,,.,„4;.4.h• i, 4.1)1') ..-.-'..,:,,,.,,.4,,4,.,,x,.•.,V.-i.a_-•--:„:-..„•:••••.••_.-,........,',:-:.„•,_--.4-:-.,-.:,-,.-,•..•-_.,•.-,i.c-,-,..,..,- .\• --.- -- _•I• .. .-:.-3- . '. ,.,,....r,, . ‘.._ ;\'� o` _ lam, § ,� Z: �i� �.. e.,t.W.y• k;; �► ., j '. o �- � ®� . ,. \,perie,..q. r,.4,,,;:€ �> : = 4.,...•,-..''''.'.',7':','E,,,,-./:v_-•-:--i_::f,.,_;;_.,_._. ral ..� .3.3 .. e,o,� '^ _ _ :jj:� �i .L/ + jtt$a. .14' ,. �'p ,� ',�• ! , F r I,. - � _ \ :k/ �•l,. , r r .: lir -."<. j �`` ,,� �' s.. � r_ /'Q I} Via- t:.\ 1 �. :1: , .a d � 'r"t .';. % :tL -� ;A,� ,ti i.e. Lxrr ,"1 • _.\ `,`' '�'':'>. •s •`:!fir .. � 4. ::i'• h • • • _..I^• • `' ` - 1 w:-..tea. _ ,•_ -'.��1 7 - • es. Y d i < 7 t-. - U. ' ?•'' --- .,--'" - • re- ,: '..• • .`-: 9.4,,,, ' '.•-ie;,:'•''''':.7.4-, • 111...,..__. .4( ft:,. (..efia'10::-:4-4) ., .--,- .7-.4k--Nr1_,..'....\*-&\..'"....4a,--:.:, -,...%.z. .....!ts.:‘ f x \ : :r v_. I1 � • ( ,,v, ss4047 7 -‘,.,-,..?.....,:;-- . .lopri _ �tea_` ,�® • s. • 7s r``, 7• t• /eice} `•:,. i• r.....,,,e_k fq:::::::...4.1101,44.::;:s1,3z.-,049:re146.0:: te .' ..�;°,; _ _ v� f� io.4, �- - 'I - t • tl.mAft 1 � �'_:�>• \.' . . i 'A sr� �; • •a; .yam' :177.4117 Fti. ,�,s._ �,, _ ! \ \: - _.r, (4 � J �. r. > tlr ,.� ,�,` • J`i'(r1/3. (`"77,1 �f.- l.' ,sr.- .- -l' 1 ,1i� � „�' \/�L C. ..trtiNint lima cm niallJ7. 1 -Iii" 1 *- . .itn,I mg. a •\ ��i-. „ .` � � f _ �, s` :�� ,. / /r _i '� i-r. }, 1^' - \\'�"-��\''.t�'l''.k. r...(41 ea ac� _ \ o' , ty F ;a', tl r �- f:,� t' . '} "' t 9. t`,\;\, :y0, 11 ,^ Y�i4 , .R .;• I } - , :%_,:-.1,..,,..,,.._._,H.:::, Ls, ! - Y `: -r .4 '�_ '. 0i:\ t, 7.,7-' ; . /i;.-7,..r. ate_ .` . . T.!'1*'... . .ter• �` ^Z A, i ,.. ''fig• . - pe g l; ! • _, / 1 - tt, l� r, _ \_� _ l__�r y' -.�. _ \ �.7', -.-F' : !h 1,_ _ ♦ ,-.An _ - .,,J\ '=--.<•b_` 1 - •Ti1 - '� '�,.'�.: ,' 'Jr•:;a� - .i�< `tip - - �.. .�.. ! + _ ,'�'' h�,I� -._ =v, ' fit'- k- 1;r.}"''A!,�ev,��.^� ii!&1c • •^- ra .. -)B• ..,.. - t 1 • r1.am+,•:.\ _ �--1 • _ `✓ .-,!•: • \ 1, , • • 27.7.) ,, ,74 , 7;,..)..,„,_:,.. .., _ ii , s - Gib _ '. _�.: f ir' �� .i: `. _- '-,':� j a NI D 0 \ ';. _. - �` :.� tel:\�..� .—._. _ -,.,...?i`er:r... _ �i'�. [1 1• • • y r a.Y ,.:,,,,,,,...,,,IN -may ' ::., T.: -- f' Svit,h �'.•1e, �.: . ice .1•'^ )', �1� y ;kJ.: I,: ./ I� r \�, 1 i - p .,1: \ ^ate ,,,, >., '.' `t1s .� _ � �.-�� 1` ''`'' 4 �- _ , '1. .,J "t� ,7/` rti ro Y , u ' • Lin. . '°'. 'fn l-rs, �>� -4:1-•'1�' • • N. �II ~I`- e /` - / —v `l1Y�•+ay� 3i'`/ r \ �-.\ _ ..1: ;..^ 'O i• . _ .� ii�.-^ a\{jJ. i- ,..., Inky, , if 4. ,f: .. , ._ ..,., ,, . "111: • • . ter" ,i '® -\>,.. . . - "r`�. �i-__�.! J ''` C ".y • 'tY, '+'`—ael `, 0 , e' C, �mt 1 . • /• / 7. _` •:1‘sc.4.... .,..1...,:..__ ;R -fir•-_-. I f r,1t'Q J' 1 1/2 0 1 The boundaries of the sensitive areas dis- See wetlands and landslide hazard maps for �]�J l I J played on these maps are approximate. additional potential seismic ha%.artl areas_ S• eism is Hazard Issaquah 9 �— Additional sensitive areas that have not b'Vetlands and landslide areas are susceptible N been mapped may it present differences level- to failure during ng notearthquakes.Shown On 1 r seismic Areas �C MILE opment proposal site_ Where hazard areas On this map are a t • 1 occur between what is illustrated on these shorelines underlain by lacustr ine sediments: maps and the site conditions,the actual pre- these arc susceptible to liqucfactuln. ��7*i'Z.- sense or absence on the site of the sensitive AU g, 141 area - as defined in the Sensitive Area 5_�tb • Ordinance-is the legal control. �' •g tt i•12_ i • I saguit wa. hii;i tag' iii i g: ii i it 13 / 4 $4211 ... :�•: ►I ,l p...•-�ssma �:z.::, �, , _l - 4. 11,11... i •IpAr/oF,PrPilt74-11,,,- , M.,74,6-31ot•-"- - --1.-- _ '-• ii3O mitt - • • - , ir'Y''11,iiill t 1��/Ifr�1 iR III .,q�jf 1-I�C � ii p�J \ ly �t' !. 1:c , \p •7`•• r ;.. �. , •• = .. `• ( :-� a^r. . - • y..�i� _ Pitt 1 e ,s ��p ',1,F � ri- � -lP•).,,te,„4.., v.k..-1.1..,,,,,,,,,,,_.„1„...:_,i: r ! �}• i? • , a #.'`�; �• �.�: ,, i r ,- ; �. -�< ';. ; '/ ; �" rfA�n !4 gr-4, .z -- - t)' i"z. i - - i11 �'� Via_ - ._ • \_ ,. yr ,t . i A. �. eL- • • ri • ,...::_,. . .4,...rm, f � ii...r,,....„,,... . ' rya ' �. _ _ l✓... �\ ems.. �,''� �t. \ -7 / i. 'i 1 \ .1 - _\ C•� �*• 1 . '� � ` T!!-1 1' 'a ''G. _�'1�� ^"1i, ', -�. -1 - /�: r- s .� j V !ir 1 `11•-•- -'` �' �\ •.1.! ' :\"\- % ' • �'` L«� ■/ �" .1 ;� fr:n•y fly'`. rYG Y I ;rF. /; � ` ` ;is �\ =" �' i' J i 1 ; C=, \. \` „ rt „.....„..., .... ., in ., ,`„ d,! ( 1 i , ' -•/_. _ T,_, `.„. . \ • .L ��•n -�i '• r��3�,C^� �' .'z< '' 1 - - \r 1 •: .�„ _ \� .;• .% •\`. )r �.\_., ■ rft \ �srr\ � .1't\ r I; F 1 � _ I f. i 1 E. g......1 ' )' 1 _ 1r� \ ji• el �y \ 1j( CCry�t\\ l w [� '\' 1 :e i Z I I 1 "\f. ��i ,r \�' �\ f: o qiii ,�-' / ' �_::.-;r,w-a '.\- x<�"Y t�tl' L./ - _ =-�- ��i_, J�r�. •11� --� ■"3'. . I • '" -' __ ' 'f ..iy\' -\ ;\ d„y� ' 1�'� � �..r,yn� -\. � \\ ,t;•,�'•�:, ,l" �.^ _�` •�!/�« 1�\\ ��•�G�Elm _ -z�� `•�'.�1 � e•a:�.-: -" ;� -�_ :\` � � '\ •. 1 f +`� '� _ `► a ,._ :� i \\ r `` :� / l .{� i\`` r. \` • �•� ./ r.I. - -_ lam:a• `•,\:.ram.�.,_ = . r. r . • • J\ • -�, ` . •, ., k\\tyt fe `•�,- \'� ;+'r�,� :� �i \ 5y, "i •1 >rV' -- ./ 'r • ':`\'�,b.;J f'\ :"l •,`f'//, - r `\ '•A.. t�l r �' 1\ il'' " � i -\,, LP, !' 7, '\11 s.. / _ It a,-- -ems ,..ft. `. �ti�►, ti /..; lk r� - \ i � i �'ti__ r?.i '- tom__ - . - 11 `� J� I ,`t r, r: J �: • i�, �' A \ l 1�y '� /,� `~ r°� _`iiiiiiiiji � �, �� fir' A ¢� ;a =�\ r; I —,t• J :� v !/�-l�s a� v f = �/ • v;- IT T'".,J/ II r ' �1 \� _ \ S JJIL +_��i _�� , /Cam. �- _ /P; 1 ;\ '• ,,te i \; =„ `yfiti• \y Y.. ,. .1. 5. limit?�11 _= �- ,fil r _ 1e 'fir—=�` - /..�► -_ - 1 • �, \ , lam.=f .' : t _ - e a� \ 1 3. (. .f mkt '#' U :::;/-' �r f(((, p \�I r - v- _. • . ..+ l '� }9 r�,j t0- - l Iti•.. T.` _ •''t. �t \ " latiJ .j1:L` .i ` , �- 1 cat CD,Il•k-i l;,@",gar..., 'i. -�` ,'( _ +:- '�i:t - � r-.�.7u: - . ,,. ,_ ' 3 ! ./tt" � Cz. tV'L'p�,,\ a -r, !t _ � h". 0./� . / �a --;---, --:fc—.: . . j r:. V. • • ' l '� � �'.�� <. it P h *;� v: ` �;�� - : •>0.�� ..�' '111°7� , Q r.. ':,��,. _,��. ;�.•.. - f', .!;,fi ;e`' • '+" 'ar , � .tia '\\1i�. '�. .,. ', 1:� .1 .:, !i•i , �� _ �O..s_\._\..,� �1.. - t3� /` �,\../ -. \ Q r ter! = �` its.' 1 _/� c 1G-'f.I!+ �� .', __. : a�•`` \ �' �• SJ 'Jta3 till i`- < ?'r yC '` \ ._' \ i,��. \.-;��` 91+�s.. . Z S:vv"r -•-•e ice'•.% . ,il• ,- 1 cw '4�-r•� „ i �� . :ram -`,1;." , ,. r�ts • • ,�j..,..- :-.' it \ _ f' +, '1 '�. — .r 1 `- ^. ,1�" .1•3 � 5'.: `;r _ : ;5,•1. .l c 'IC��a ti� ''�_- _ ,�� t k. �,a ili�'rf'el .�'s r= ,js^�/ys��iyyu' � '.- \ --� %r -:Jd�` a �i�' �i1"� ':�' - J�. . ` •4. P \ Jtrr , =' I �-•' .,.g a, .4 i • 1 :: ®r�/r�'�t,�*1 1 1 a_ �"17 /t, \>r:', \ �i • !fai ,w,.,., isisill, � • If F .. ,i....\ „ ..„.. ,,,.._v ,....-......„.„,_:.:,:s. . ..,,,,,, - i:•• _5••.' f% - -, 4.k-c\s' '• -b - -'4„,..--- . • E, Atijer) • j 7 ' tir,',:•••!",„-Ar,LiVirk V..0:0•-___-'1:-.•`'-*•- "-il \\-.0, . ..,--,•''''V 'N.-- ..... .--.,..,_„.....--...z.,-,...;s :. ..i,•„,..,ilvg.. . • '47. �ir � .� �� ■ _. \ ��. �_ - � /� � � �:"S?� �� =-•'r''' - - � . -¢"r � `<�' �\ w :., li .' .a!� � \6'�Qi/ l ,Q `_ _ .rt,��y` .,1i f\ _ _ 4 �- 'mas .�;1; r\ Z- .� .� - • Ill, q� n ,�. ; ._.,o.� „Yc`'. r 6 •rli- / .1_ '\ \. • • • +-P„_•s�IIlp1, � '1 , •.9',.,-� -e. =' `> - '�: fir, t.-1 l'� r711,7 _- •• -;"� �v"� „'__. ',' {'�- f '.\ \-�.� I' ' r • \ .\' ., �. .410A .�,• 11 •� I 47,=\ -�" : . : \. \ i . .� - v-/"`" , \ �� \ \. ., . tkr 1 � .-�r . •• .,' `C. a//i i ram: ".�• /� r 1` /. ,i j• • .t , ..n:` �+ -'1�7,Yf'�`.s •� � - 114/ ? r/=' r, } '. ,,_'S A--4____, � / �.._: _ . ..�`,,,� 1 �''.`t .\ ;/. — `e`" - �t¢ :. - 'y". ; �`, • -.J' i:` J J r�, r.* 'it :�'-rA�.61„L. .l :/ 4�:-: t _ . a r• •:\.\r r cam_,, _ �, \�\ ti •.XI- - - _ `, fir' '> `/ .r�R -n t -.• 1 .�` -r f -.- y r,Y % - .' '��::_�. " I'` wt't (' \ '� ;r--ram' , -- i--=.r'. '�.�r _ �•_ _ �> -Y ti... \ ii - :� .+ 1, } + .- ,z t. t•,,'• ' 1�' ram" :\ ` P. '1-i6• r.- .- . „- _ an.4':'� - rL. l :'''.:R. - :- . � = �./n • ,-i - t'Trl.'�^ LCC )rti r. •.ram ® Wth3�f,'= ,'c - ! - ;; "' v^. .*L \ e •�..c/"-;' rr, ;; V . - u� /fir r - may • �1 L "E te' %. 1� r - - •1 ,imlosemov ■i lI� Le .. ; i� - .r ; �cr;,I! '3-�'. '�' les _,-..1. /� .,y,_ r• •t'! _I -�'.1 ��,. r 1. \;6 i t LS la _i " 'V '� , k�t•.�-±._ _ ♦\� ! - I , _,_,_,. � _ _\�r`4. _ • _ :' '1, .. \\ r - f • �i.i. /i I: r: y� '-\4-1, ='_I':. .•�i ...•' > .,..•'. _' .s.---;', Frs. it;` 11/� �� 1� J' 1, i - 1 \• 4 '' ^� �\ _ i }> 5. i1 1 _ ,- ice?:. , i" ti �� i•:...':.,:i...,_43._i: :::.': :.-1,/,-,.. / i.-,:Viiii...,- 1 { i- c !� \ ,Y, c./ j • \ 1p; .`•�\ v • `•\ � ' ?� v;\ I 1 ii t .rx\ ---/ . \� ;r. `/.- � - -it �..xj s_ �2 \I \ , 1'�J- /'\`,•--\ .\ \\ �� r �. 2 — '\.�\ \� r -�r - '; \\2, \:A.,..--...1� .- f.'sz:.l -_:.r.!?l % " II •�/� - 1j kJ ter `` t ' ;�' _ / \ • y �l , / r l \ Lam! �GG •.+�.' t - _ /I i. l_ ''' ��®�•y .\yam • • r .3 Q. • �' .`1. 1 \ .. '-. '•t \ �._ -''• .'. • 1 �� .'. ��VY�.lI�7 �� I' - dle ;�'- tt \ 3 rT f • F •• a i ;i.•\ `:\% \k/F \ - / . ,'•\ "`" ''_ �'` II� f N r ZS\J • \ , Pe '\ r . f 3'- `.`'• = \ :y -1 -, I i Wrall .��' r ;. \ .4 (-•.,.. •- ARE j �,` l\ ' /•1 \ll l • `� > ,zs .,M1 .<:. :// /i. 1 •5zn , .?1, e, I .1 \ '\�_- • �^ l AD '!e i `\� �� '\`\ \` -r��i7 s ;j� /' \ ; ;1'# t r)1'' ��tp' i' 1 l rr .. \ 1 \.,. .' \\/,r !�( • 1 1/2 0 1 The boundaries of the sensitive areas dis- One- hundred-year floodplalns extend be- Class Issaquah C1 • Played on these maps are approximate. yond those shown on maps. Flood In- streams and 100� 4 J —_�- 1 Additional sensitive areas that have not surance Rate Maps do not always show the Floodplains �� ■-tom Class (with581monids) been mapped may be present di a Bevel- floodplaln to the headwaters of streams. Veal 1 IOOd�Ia� ■s MILE N opment proposal site, Where differences 1 Class 2(perennial;salmonid ,a 71 3 --�occur between what d illustrated these use undetermined) ,� y'��r' (naps and the site conditions, the actual pre- 9 14• j Bence or absence on the site of the sensitive Class^� •°,� • area - as defined in the Sensitive Area Ordinance-is the legal control , ; Clan ?=�~k%.''• 100-Year Floodplain8 — — Unclassified --- Elia W.altr Iii"...-. J� �e,f ,�,j', 4y) � �..,,,,,Fa!--� ,r„ _ �.`_ t \\. - • _ _ :.,� `� -\•. mow\ „ ., =:,. . . .... ` - .. _ ��- l�-(4 �' 130 tr: o a_ iltliC��iU f a+9 ► C� �? -ai • ...y •ip 1 \4 ish . ?, „I t a. '44. i 1�Jr1W412,ji *Lilly'? it rrlyi,.� 1 �1l� '� Mint, \ �`\ � =91 �G�� t:NorthFo• �� , ',.- • ti;• 28b 35. gIF�� if .1 1160 �, li �Agti� 'Irr1..,�_ � ,�� \t 1: 1S ♦ -u , ' 1 \�. 7;eu' - _ 1e � ®1��-,tF ,<• rt �j• i�� kiwis �,.V ...4110 1 trin te . \� �l I _.0 �' Cy, _ r . rh,,.11 b:��CN•I* i i i4 .f ► d•4;4'-- " _r ;f:_ \sr7 ', 1.,�� . _ uehCreBk .- \�� a �► ._Miw�,. r�::_We t' \ ..� '. a -- 1,.. • i ::f` r- .-_ .' y s31b ''� -.PatA \-* . 1: 9' ( � iiki nor , -� 7 � ,. : ' g. 3. •``' CIk:.._.-1 ` 107b liill � F` `, .I ♦' .4. ' ' .� ..- `� ::,,,, , ..•c' 14 14). ' '',•• - 1r ---.4-04101°!:-'•-.3'.-,-f-2,-Ii'l,\ ‘7'_)/-4,• ----___ --------- , ',""-„,-,-..,,,1 \ .',..c* { kµC '0\ 2i.. ' /i: �qy,�- 2 r:p ,� 1 �\\ `: � ,i�:` ,'� ' 'J \J...I' .': _('' _ , ' �• • -\ , :..,-; .- ') r .RfYer3 r .. j. .4't.,< „ . '� r- y ..iss. 't• r...i`' . � 1�:_ % 3 92b z /� t=_ ` `� a F � .' yy 1' ''' '' --‘ ill 1,�> it; • rt ♦ .a .o . 1) '\ rS!r l�a':; • _\ \ �n�. . y S, ..T (. _I '-�S <' S .i ' IIEE _ .�, lit .�"= \ . :� ` � • �3. �i ,\ \ i, or.. .:... i it I5+�_\,d'A� : -�.,;._'' .� ,� I •fail �� 1 '� t.._ � i �l. �-i 71bbk3GCBk'1 \ • ii�1 �r \n. _ ,; �� -� t4 i ,' - . it, '7, 12;y� - -,; c- n '\` ^ Z.r' - �1 t:rs,, ,,q.�\ ;�11.`. - 1 1 t v � i :_ ,; `� { ' 'j I f `ll�, r� ,�'* i --�• 1 - _i ..A,-..‘ �\, '1.FGik_:--.-.��„1. .� l `` �i. -_.mil ' • • 14 r\ t�j.,. , 1 -.ate ; . • .-;ilkir :� :' c' % ' l ` on`� } /' _ t Tt.N D. to: }1 b\ • - -_ 0:4r:3;` �..•. +is ^ • _ y4.� 's`�C, h i lint, !: ti: _ e, ',ex.t .. S �: 1 ro r' 3• J • ' l+ • ; Coal.Creek +, t,-.�r�` 1 V1;6 k' ►l a F:.- j).>1 f _ \ ��. r / v. `e. • - V' 21. , _..1. .,,,vi if'^atr \ /~\ ,-a.R� •\ j�. \ .o�. li.: __ _ ;.:�-_.. -°' .: ___..„, '. `�_.:a_L_`.•. '' ' �,,� '/;)\, • ��^, }k S: _ _ 1 . 3' •-"S+•.t ' i.. '. 'ram'1 a l / r t k . V` - - -' • --- -"OW -.r, trs _� '` X�A aate, IV/ '.. ',.? 3` S /s ^� 1 ' �s r Ili @.�.. 7 -; 'S t `� a. =er- - ,. - - .. \->,... ,\-,-"•-• -.,--i\-- -7-',5,----.=.. ' ire'''. i :. e=' {_ i , Mayo - vim: • ` ,.. -a. ��_'L�i[_ i „y .. +� ,jii; k "\ :} t :LW V r. t '�, � -�' .lr - ••!� J'`1`� - \.lam J [_ r `t 'Wil fp� \\ - \\'mi \ k �( '� ..�4 ��,� -Z :') '\'- -,. _iJt - , •i • 1 y •a. "4� ..•l,� •#d+�' C'_ '' _ '" cow \., * Swt, '" •. >"'a� r-'. "i''• l\ '9t 'l i 1: `�� r i..,ise:Or - •e . i'lff Fbji•o alkalii ?� �a1 t, ice.•, ;, i : .,, ,:'..• . • r p�>, �1t sp a fir,®'.a .r.,„,,,,,,.,,.., . �' ` ! �. * ti,S i =rr f% _ :'. , ,fa ' P,;h. 9 r! ., s: �_ ,y _ ?I C ., iv -7•. 'Y m• ..:^ , ® ,,... Y-.r .:"�',"�� , -�.: '�e,�'� '- ',i� ;,s�:�(�� • � ib•Y' �-r,/ ='i n„e kz�`� _ ..\....�? �, .l - .1'i :•/`i 9, ,r_ � 'S'�> ttt • ' ^•\ -,fie _ s� 4'4= - 7� ., -• :'�: z-.S, : • �. �; =.aU ' � :- • , fir°" ,./j ti w:,vr� �`, "�- '- • =� `tea .� • �,t, • r i i:.�/¢ dam@ •._-•�s; �,.,'�. `v,;!''s :.�'i "'�Y�.� `,` _ \ ;. , ). ! ` • t- .'" 2 ' • � - _�``✓ , -i ce' la -� • • _ - .,:� .;lo _ tr 'y r •,j , 9i: -s • - y t � y 4. 4 • • ..„....„....: ,...._, ... • .. .., _...:. Ilifigrillii rr'r mis Is i/ \. • Jaa n460( Y \ 12- a g '"� '1 IM is I �; � ,., i �+. ill 'his . -:.'S. .�- - , r -..---•. 1,. , �, ' '-'..•..1,�,,._..rx,.-s C'. S - �w • _ C7 'r- \ r' 11' ^�` 19 `i �`� • `i'��'rot Aq55�... �4 '=`4: •�-- _- :S Al .�ift� r-_.,: \ J ��_,.Y/_"`•t l' `'7 . . . ...II �,.k,. 1,• f� \ 1 mom : •y Li. jv;' ` : : w L- '.r.,• ~��% -" _ �:',.�, :1`A' i--• .!It .��Y\ / : - \\- .t'i y.. Y• <rtt'< ..'� - -.ry'��% . �',tl�'- ,,,,._ -f, 1 -\ r i ..j t� ' 1, ) -�ritamikk kivolt.,•,, - `` ter, 1! - R. "i^TM''' :4 '•re `,`.. .;-. _ ,I, ��.- �• --— ;7 �71 ,r •t; I b 2 \�nl,• ,r/1 % a � 4 16 - `' ,�" _ • `-. _`^_� - � ` . j '` ' :;- '\' - '- r RhJOr, 2c • • "'' ....,rw t `•` . .�✓ /\ s.=i't`\. . ;i(�ir- : r• \, - i ��• ,. 128b i.• 1 1/2 0 1 The boundaries of the sensitive areas dis- Ss Numbered wetlands, except those with an (79 Issaquah Played on these maps are approximate- a" or b" designation are included in the Wetlands �� _ I Additional sensitive areas that have not King 'County Wetlands Inventory• The Wetlands q 9 been mapped may be present on a level- locations of wetlands designated "a" have MILE -■ opment proposal site. Where differences been verified on the site by a variety of Open Water N occur between what is illustrated on these sources. Wetlands designated "b"are map- maps and the site conditions, the actual pre- Ped in the U.S. Fish and Wildlife Service .,c�',r 131 , �� sence or absence on the site of the sensitive National Wetlands Inventory,but their loca- 8851n Boundaries '. 14 area - as defined in the Sensitive Area tions have not been field verified. ,9 Ordinance-is the legal control. .til There maybe gaps in the numbering se- Sub-basin Boundaries "'''-, L' 'i quence within individual drainage basins. L_2- Exhibit G Wetland Inventory Map (Not Applicable) L_I • • Exhibit H Drainage Complaints (Not Applicable) - • • Exhibit I King County Soils Survey (2) CN values can be area weighted when they-ap-ply to pervious areas of similar CN's (within 20 CN points). However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. 0IGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY . HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP* Alderwood C A9C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham D Puget D Briscot D Puyallup B Buckley D Ragnar B Coastal Beaches Variable Renton D Earlmont Silt Loam D Riverwash Variable Edgewick C Sala! C Everett A/B . `Sammamish D Indianola A Seattle D Kitsap C • Shacar D Klaus C Si Silt C Mixed Alluvial Land Variable Snohomish D • Neilton A Sultan C Newberg B Tukwila . D Nooksack C Urban Variable • Normal Sandy Loam D Woodinville D i 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. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate 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 downward movement of water,or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table. soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly Impervious material. These soils have a very slow rate of water transmission. * From SCS,TR-55, Second Edition,June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. j I �• 3.5.2-2 11/92 • ..o • t N (.i 1, V U lV 1 1 , W A J I-1 t !v V I Ll IV, J u K 1• H L. L' vv H I e K U IJ' J 1 kJ IN IV .♦ Ir i 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 S GROUP LAND USE DESCRIPTION A B IC D i-- Cultivated land(1):. . winter cbidition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 U 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undistu ed or older second growth 42 64 76 81 -- Wood or forest land: young se and growth or brush 55 72 81 86 Orchard: with cover op 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, — landscaping. . good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% • to 75% of the area • 77 85 0 92 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 98 98 r Open water bodies: lakes,wetlands, ponds, etc. 100 100 100 100• _ Single Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 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 1 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 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and Industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering 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. 3.5.2-3 • 11/92