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HomeMy WebLinkAboutLUA99-189 Ms. Donna Berringer Mr. Mark Baldridge Mr. & Mrs. Dale Hall 429 Windsor Way NE Ms. Tina Lundy 468 Bronson Way NE Renton,WA 98056 _ 426 Windsor Way NE Renton, WA 98056 Renton,WA 98056 Z11,1 \:',.'-5"-- ro'; Mr. & Mrs. Scott Harris Mr. Wayne Jens, ,, .. ^ Mr. Michael Dolleman 428 Windsor Way NE 424 Windsor Wgy NE: , v _ 422 Windsor Way NE Renton, WA 98056 ' Renton, WA 98056 Renton, WA 98056 Mr. Kevin Fosnaugh Ms. Janette Waller Mr. Jessie DeRossett 423 Windsor Way NE 433 Windsor Way NE 504 Windsor Way NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Mr. & Mrs. Mark Szender Mr. Ernest Antin Mr. Clarence Gray 506 Windsor Place NE 508 Windsor Place NE 558 Windsor Place NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Ms. Konnie Brand Ms. Linda Leathley Ms. Beth Carver 574 Windsor Place NE 561 Bronson Place NE 550 Bronson Way NE Renton, WA 98056 Renton, WA 98056 Renton,WA 98056 Ms. Carrie Martinson Ms. Jeanette Kelley Mr. Robert Stephens Mr. DJ Sweeney 512 Harrington NE 431 Windsor Way NE 425 Windsor Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 Ms. Barbara Keaton Mr. Steven Passantino Ms. Joan Salo 435 Windsor Way NE 434 Windsor Way NE 430 Windsor Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 Mr. Robert Vinyard Ms. Jackie Lewis Mr. Frank Phillips 427 Windsor Way NE 408 Windsor Way NE 456 Bronson Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 Mr. Del Phillips Resident Mr. Tom Walther 464 Bronson Way NE 472 Bronson Way NE 501 Bronson Way NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7/19/00 PARTIES OF RECORD/LUA99-189/SOUTHPORT Mr. Ricardo Lopez Ms. Marlene Harper Ms. Cynthia Landry 552 Bronson Way NE 574 Bronson Way NE 410 Grandey Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 Mr. Jim Crestanello Mr. Terry Millsey Mr. Bob Fahl 404 Grandey Way NE 462 Grandey Way NE 1600—7th Avenue, Room 3211 Renton,WA 98056 Renton, WA 98056 Seattle, WA 98191 Mr. Gerry Marsh Mr. Michael O'Halloran Mr. Larry Christian 437 Williams North, #107 Deutsch Industrial Products Div. 9856 Rainier Avenue South Renton,WA 98055 4420 SE 4th Street Seattle, WA 98118 Renton,WA 98059 Mr. Rex Allen Mr. Michael Christ SECO Development Southport, LLC 10843 NE 8th St., Suite 200 10843 NE 8th St., Suite 200 Bellevue, WA 98004 Bellevue, WA 98004 7/19/00 PARTIES OF RECORD/LUA99-189/SOUTHPORT 1 M MITHUN .,......... ........ 1 I ............. Ir • 1 / I ,,,. ,to Park .• - Emil /if ••••• s.e 4(iat la ...,,, .... u \-) , .,..--- • .., \\ / lio ri it r .. to Park CI • .' 0 ,,,,. -.- / P4 ; GENE COULON PARK .• i (------...i .1., ....-•'.... ,.....0" /• z • LAKE -,...„ .... •••••... L---) to Park 110. .• Setback / _0 [-i WASHINGTON : 1,4484%orit t,.. -'7,....,..thP'k,.. ,;17,....3:,;, ....-• / 35'Public 'I. , , : . / ParkIng ,n , • •/ P'ro'rnenaLt A.-if 441141%4144%%114 /....,) -, - ,' BLDG B '-— -''.. '' \ '' .1..111111111i. — pG / ,, ....-•1 . ••• , /7 • ,--..: Corridor .../ - • ,,,, __._ . . . •• . • , - W , .... ' . • Air / •••.'"O ', • ''.....XFV''--/'•"........ ..1 Z y Access to L-u..,-,(Willigg _ • „ /5.,...„.--_--_,c_7,,_ .... . ,,,4•#i 0 / Parking ----i1/41,2411411116411,,,, ,,',',6'. /11 ,...;' ---...,,,,/ ---'-- • „...., Garage 411,..../... ... ZIP°. ---.... c.... ...II/ ,o. C51 / Water Mark at -- /i --...........- W Face of Bulkhod / ii' ,,,so. .g„. .....' ,y ' /fi a4 Pi.. I•4 *... Si-':BLDG/A *Irt --- '-;-...c'' '''''' ,Thlt Y- ,,, ; ; „ ..., _,.....„ /Shoreline all.ri N i... ,....., ...,.0%,. ...i 410' 1 47 ......• Ai.....'I .... Site Data 4is-<:.'z, • -4104,..C,n cs::9 ,.-- ; . 'CNN, POISPA•ea Z D9,9D• .9rNA, a v a tees/ 200'Shoreline 2 4. 4llhik.4llf'V/(1 / / Parking N.,,, TatdOpPAAp991,0 Tyal Dee 09.03p9e PP Dam a P18169, lseistiction ii r "'II i. 4 ,.. .., .. TaulDpLndAT90,99.99. ToNIABLAPPP.A. OM mesa al sax:ea . .. .... / BADA•ol.SPI D9PPA DPS 2699 179.2049,Plaza I 159.2m9, aes v es tuom., C PPP.. 9AS PDS 70101, P 9S MSS 1..90 1 orridor Existing Stearn Plant to be IXrriolished Building Data • . p.i..1......rs....1”....1,......c..... DT.... A..(...• gniDA g91 9•••`9.9•ND, ID9PDS••••••••••` Tp'449;:;•••••...,.,.. *it BLDG 1 / ....L. ro,•.1 , ,t7: • C &PPD.- , 'N., / I.to•114 O•••••• .._ TOPA,. INDPO, - . Retail/Commercial , ''...,i7,i.1 4:7:.* • PUGET SOUND ENERGY __ Footprint 35'In height - •-....... OP 0 _ ....ms. Restaurant ""ss.. ' , ,, ''49 --___. 999DoN•C ••• FAA R.D.Pei DS =NA so 4'''''''''' •••••9:7'h., 'PA••---- ./ Refer to Civil Grading .,....,,,,,,,„,,,,,, ...nu, Ere Access Lane ...•••••••... '*;::: //.. Plan for Roadway Elevations Nt ..' ' / OPINIA.961-9*0 10.1M, OM 402•0•• 491982999AP-PLoa, WENDT OP PTO, r..79\Rom' : /---, maven...stay...seep 10.73, (94) PAPA! ''••D - CC•Z, Bklgt1P•96,90.9.9.14 v vs a' WI 50., ',.. '''.''.', :.''' ar:Z4 / I DeBIArta ,,•Pr ':1.91Ostrog' BOEING RENTON PLANT ,.." .4,, ..... ••,, : / ....,,. c.,......,,..,....c..- \ / / Legend: toBlove A.emqa1.1.5.4 ... ...f FOR PERMIT i=[ rptrpt=zrztxr4a ry. ,„„„,„, 1,99.1pA99•9.991••• TM DOW.,NAB OWN RUMP PO PROT OPP...3 40.00T ...47 '•••-: .• / TO WPM AND BODDPLAIDOBB BY poppopp.Apppys \ S., ••--- 111,1,991-96,49rtall rues, (se) 70.099 / &•- 11 Street Narm .....in......4 ca... ',vs., ou PAPA( OP OPPIPTALTDADPO OPODY NO Pm, . kUTHPORT \ ; la amtng BuILIIngs ....,.... Iv.vest , SITEPLAN • NAMPO TAT Office A MON A Polalp Pope• 0 i 1=[ Landscaped Areas SITE PI.AN . ..,.. ., . tt Urban Landscaped Areas (paving,raised planters.tree grab& 1=[\ i Areas of Undisturbed Vegetation P........uv•ims. ii....P..i. ii.......min.-- 9230...0. /APRA ,00T,T noucua loco:. 00010 00 —• 14 MARCH 1000 ...SCALE 1,40' rool••• Puouus a EARSMEISsO.SP-Akcii Ovi0 ....... \ \ : AIM OD SET ....m,.m......... NOT FOR CONSTRUCTION Creek .�•'• I ' .,...,..... ooa ''/••/•/• !AMR ; .... ...... ••. ,�/ I • •\,•\• • Setback •�• / % p/ ®' to Park•/• ram. • Alf \'• .iy Setback -a a•�• 5:•'- /• ' / At to Park s . GENE COULON PARK / •\ Setback . d "S LAKE ,, /41 ''z \ to Park w �� oSetback j WASHINGTON Emergency • Fire Aeons •� Oow Lane to a /• \y 9_ d ..• Waterfront LD B .B y BDG4 a/ Promenade i wW. eS, V ‘,„'::"----,N,,,,,4,,',,,,...„,,,--4--),,' („74:4,,;z„,,,,,,,j„;„,,,,,,i- 7\,,,,,, '',' '1,'-- i Access to -.— `, ® ___ __ 3 ,'r �, "�.m ..+ - % 1--1 9 r ,,, ir Parking r �� _ _ w ". Ar<ess to 0 1. yy -'sr Gauge .� ^ _• - _" C/]i nM ge Ordinal High `w' 't..'s:� _ f.-IL;''":.:; ::..I'''",':>.'''''r'' '� Water Mark at \. / �®", �` Ci% Par ngFFace ofyFlighd / Gard , ! .t.... BLDGA", • .® A :; ... O / CA O sdback / r \\� :r w, / •"a,rw,"' ```- �i i��, \� "•,?,per"; / • z G. ParkInfo •✓vm .✓vw zoo•Shomhne - Puristldion ! y/• ( d .e ic.Public ' \�F�/ A /� BLDG 2 / a'a9e sitcom pep:b .. J Plana „'� Z.h.,, , •,. ®R Y'•.k^rs w Wod ,uwl s.n L cnnldo. �� c1 % Turnaround _ .wd. n''�"' • / Ted on �oa:r • , to be Demolssh m°wsl a Existing seam Plant "ei� ti / nn\n•o-r\• ''x BLDG'1 % .1dinag Data •\(, r. wild- NCl/vnJ/9a.nq O..pe Retadreommercial •` ,4,y" 7/7 PUGETSOUND ENERGYFAasWne Refer to ClNl Grading e.ndi swie..m.Iraenlrw,W.q c. JRB MO .\• Ili �'.,c Plan for Roadway Ele✓atIons ',LOA.m / „. . vwn illeC119rEal BOEING KENTON PLANT "� / � � - r'z / Legend: °:R�,,,be,,,�,`„ aa'::,".�%,...a.,. FOR PERMIT t--t Nokh Arrow,Outer Proper{y Boundary. MR.a :mono ••\• r�i'.,rd M_. / 1--F Proposed Nav lot lJn(dashed). ' r�,ma:'s w'sH , ' mwn, m AND woo et •\ j street Name ' "a'. SWTNPORT4 ••\ • 1j Existing Buddmgs "°'"' [fogy, SITU LAN '•\ 0 / tt tan4saped Areas .soParo ur P..W.Pc,.0 ,Jr Ctmanbai SITE P I. N � . Urban Wnd aped AreasP........1.1� m. 'wls ReS.e (paving,raised P�Me,tree gates) •"w•q^"""'� snob. •\ Yt Areas oIu disturbed Vegetation •ewwe I nose a mr.l Yt 851MSIT 1000 / E\RBOte\GITEPLAN\SP-APCH DWG SCALET-40' '•\ • Al—� /� \ / `.0 SET J NOT FOR CONSTRUCTION—.a— mettlgoardadabovc b...nil per pima M I T N U N Ul @ regmW dnm meYstapv p41n mm Pan ■ .li ii ii m ■ - - -- coilMi MIN — - __--- ...r...r....... -ill Ij 6E01■1 in :: - .l�� ii iii� Iuu r.dm,r,.11-a. . i! ii■i ii ■ _ -1 NAIL" ii jil �1;[ ,@llewg. =i 1■ ■1 P"+® 11M ii iI ii •ii - „,a ■ :■ C: ■ ®:: C■ :C ■ : :: ■ ��o = _ , H moo.,taP sWeernart art,system north elev. 11:4 Southport Building 'B' Z . 0 E. 111111111101. z II M. •_I_ ii Iri ii - :i ii 16-ii 1i rem,n.11, ,,,, N N ; 1- — - �1 ■ ■.12■1 ii s1 L !1! �i III��:® ,,,e,rwll�aD,_ __ B ■1_,11 1_ r l I.am_ --- -- --_IPI MI�lI it!1 ii!1 L-----D. 1l ii Its ii ® wlISM-- --- -- - ❑iN1,1I 1 mll,.do:— Vk_VI.... 111., -- _- II•1� gi®ii iih ■I _ii 5 1� il� ii m -- r al,.da --_- --_ --- ❑WHO1 ,�u,rm,.aa ll =- I i E1 m❑ m 19 It■in ■ 1■ pra.gl„,„,,,cMdby__ ■Iiiiii!■ ,.aa m.k U wM.gk o-d.sWw ,..,6.402 i. p Nneh g�•mm �a m9mh' F z southwest elev. south elev. W Southport Building 'B' Southport Building 'B' meal d 4mdnh ITS. O / sI•ml L -- -- 1 B ::r.® ® ;1 :i _° I 1 is E..R E - E !: ❑ ❑. ,E_® ii ❑ EB I -- - - ltH! EsPe 4, — 1 ■ ® ®. ®!!1J 9 ® _!1. 9 _—_ _. _M:: -;AM:e ,,....4 m l . - _ — l _ C•it •ii m m.:: 1s -1N 1 ■1 li N ii ■ .-Mn.. t. i. •�1 �i711� ii aaarmll,.arn P' Dl ■ ■ 1■ ■I II! =!!•il--al l■ -- - �- --- - .�.. . F1-p prang ledm ass!SJ Wing.94,49e wrretog es rased east elev. 7.- Southport Building 'B' — A o -1 -- - - - 1u 1 ' man n ■o: 11 • Ii i ii ii 0 Gi :��-al',ii f _t _ I r�uerwl4,aa -- -- _ _ 7 111114N. n a •l ell.e`n 1 �� ■ ® ®.ram - i 1 ade ml ed� FOR PERMIT !�u�.::.. ::: �➢�1 j- - - T I I%® I;I ii - . 1 I -simnel 4,1o2 - ro ,,,LY -- -- ■ M�iiii ! ii ■ ii 1 I P�>® ■ �'d ii I. !1 ii ___ rwerrwl reed •Y°•nm'�`e` — - - — OUTHPOR�T ■■I ■1■ ■IINNI■ ■1■ iV•= � 1111�_ _ _ prwrg ledm EXTERIOR I. II I,I,_W■E+_Ii'i� g..gemrb.m Lary hd oa ELEVATIONS .."11111W,d tubyrysfvn .wrllietelrnflon m .....oma CO row.e hb v.bl mehl Wing @gangesmugarqumM 2i r,Aern 2000 west elev. C\4B>tB\SITEPLAMASODWG Southport Building 'B' A5.0 SS SET NOT FOR CONSTRUCTION.......0-...-......... mewl guadrail above to .oll per plan a regwred ornamental&reauketl On ney ztock ae a s M I T H UN ��I'i� ii■ii ICI ,I..IIii1Gi■iilliipil, dined .el w ..n...,.,..... — ! mini■IFRin .iip■Ir■i.ym! i�. —_ deolia 03 ,pm i■II■■iinr. = _ ■IIINI.......... ,dent..ol,—,D2 - _ _ o prom!!■1 I. ylaea ss= 'riiilil_.1 ■ IiIUi., — _—pE— �_�� �. �� cc��@�E�—�3t��E��� - •esieential level 01_ _ _ IiH I��:II�CIi�� �IFIith iF71I��aii:U I _ PorFin9 level 01 I■!Iil1111011!I!. AINIIMI.1I■1■II■u�p1!1!!I —V parkinglevel 02 — — sl0rerranl ntry system north elev. Southport Building 'B' H P4 z 0 / steel cons, to, tlmg stucc 'h.,,, lo finish �stuccosf / z - • iiIIMI ki ai :II - ;�::iAe;ii:nir_=ii ui esieenbal l<v<l Di i1:iIi: a n � esidential level Da Pli x cn _ -�.� residential level 03 1_�J.II.I.. residential level 03 Q _ = II!p!1•'11•' ■1 r�_ n I'. HEN u ■I!IJ!11! 1 �_ resmeneal level oz � � <smenrial ie�<i oz 3 i_uii i o f.i UuI . i1 _ a e= TIN a uilm IN 1 — •liiiiiiln!i _ �� !•• esieeneal level m �..�s <s�c<ntial level DI _ E — yE-`� _-'t-'__ B�_��.���e�! r 3E�P _ ..,, Ir�J _ mewl WiNil■iiElEadam■■umni I■I_p_rkln 01/relal/I_bb _ _ _ _II■II/t■II�III■� et 179 leyel v0l ^ z —-— ^- t Parking level_02 -Lin _ -- parking le el 02 ` z ret stoTi build ng entry nrY v steel canopy .0 f�nisn grae<ne L2.I southwest elev. south elev. �0/ a • Southport Building 'B' Southport Building 'B' V 1 metal deck gaararan.Iro/ . steel oanopy m ccl s�a^ng� �� ■ _ _ - _ - t.o.ztn,cwre inialili�Nu Fl 1 -■i :: lee IliillalliliWASMSWiallEMaii es�a<nual u -imp i. -gm1 iI !+ !1 ! p! 1! a ie ! esaenbol level 03 -_ ___ _ _ C 11� •.� .._ a- 1.—�m_ - -- res�aennm ie�el oz„ !' it Y. 1■a gm m1ii. ism■1 cess ■1- ■I� - __� _ —_ —_ _ e{� _�Ee�3- 9 - �_ J-"�_.— = esident_al level ai= r..,- 'eve'm �■�1•�■1 ID_!e_e0�111.1�©1■_i�©111�9EId_i�s r' _ limit y _ _ G ._k _ king level 01 _ - -— �r1 - �*-�a�d_ _ +�dlnil4 . .! • —I ■ ■! a king level 02 _ _— —-—-—-—`---'—'-------- — — `/ T—:—s�d�ng&garage venting as regmred p v -— c.powall n ponels metal deck guardrail,tro east elev. .g3_ i3 Southport Building 'B' "� ,e3 o Lmsh i'-\,R orfiosl __ _ _ _ iii7EMB iFiiMalloi C. _i—�_=. �J i ==■in�ii �,—■ _ dental l<vel 04 _ __ Swspioal 7 B! R:r. ___ ry-�- :: ::L __ <sm<neal l<v<l oa FOR PERMIT resm<mim level D2PER MUTT UhaL1411,14110 IS MELT ■III U$ii�■ �■i Ian • plaaa ace 1 - u I. ■1 i.� e t l l <l 01 50UTsor.tHPORT °.ova. I■9 ' Ill?LW =■1- �■1 =- I_ ■Ei "��-� r<s,<n a <. _ XTERIOR ------ R 1 I Ink ■I °-nGorl anc<I ® I 00long e.e o _ ELEVATIO �amam s garage o- < s egasamb.em elevaban �aa ung eve 0_ ELEVATIONS garage relront entry system BfiJ'8 reentaltometal siding k 9orage venting a r iretl 2'-\.AF-1 2000 west elev. E\......SITEPLAMASODWG Southport Building 'B' A5.0 SET NOT FOR CONSTRUCTION,— , ilk - ..�• ro mo O !___ +-O iiy y i�d3vW�� _;.." ii o,.T. x g m IH dis'ACT 13p z 'A! Z TRACT ¢ \ O m 1415 PC. .4. r ail na tr r �J Z an I 9III e, N r r ` 0 11 o 2 m 53y\,sss\ o r • a L., low//' y0atls �a L� a I > 2LEtl\ AVEa M . o,�;f r ;% v s. i , �h.L . 'PA .,- .,a . iacz V' + 9C9f ' ++ DO * < . 0•... QG 2G r,'-::-.•••,„,.. I '•O -;-tea.rr ::L2 s D a N ,i: \ ''''''',':',A,,, �. LE � \ LAKE a WASHINGTON BLVD. 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ILIL—, 4-' •. 4ry_ 4' AV yyIBURNUM TOMENTOSU i1f e,F �i�� / / 1 \Ij� `DOVBLEFILE VIBURNUM • r-n ,`,rt-w\--.ii .,\-7lpl,e,,„,,p,i ,i.i,i I.••P,•_..7 4-,.t„y.,r.,.A.„-;iws r'>I.„•i,...-,...0.A.,,4i(4_,..,.-„,4\'-,.,A—.`. r,...--.."./,:- •,,,- s--5,,-'.'-,0-".-, \,d,‘'i.P„j,\.,a„7r>-i,1e 4i t0t wi1*o s 0-,.1•., i-r F /�i ARBUTUS LINED• *' \ r/�,/Vpp (STMWBERRY TREE) � �/(z _``_ / r\''/ \ /, • // M/ MM PLAHRO EERY '\�1 ,~ `� I I, \ I '' PIOUS CONTORTA 4 / ` � /\ (SHOAI PINE)IN pK"'�� 0 �t % `/��Q �^ �Y \ \ •\ or PR NUS SUBNIRTEl1A CONTAINERS 15 - (EUROPUErS1NBH0 NR BEAN / / !'�� J �'r'•�r�_'^� /f��\'\ pAISED'PIANTERS .' ;l�I WHITLOYBII fWHrtLGYBI 1cf - M PLANTED STRIPS. (�// \/ 1�C WNH OPNANEMA FLOWERING CHERRY)WR' • SEATING AREA ,T �`- - 1 :-.\ j• -GRASSES,PERE• ` \ i� ACCENT PLANTINGS _ AT PLAZA ���• Ii �\ PRUNUS YEDOENSIS -- \" ��.ANO ANNUALS, e' b' C.. ,„ FLOWERING CHERph � .I ��Q/r�, i� .�� \\,\ \ / �4�� "1 ✓/A �J slDEwaLx �Y�' !4) 'jam ', \ + �0' � . •/ " TES .i ,, , \ \ .• ;'� ti 0 yL O _{� \ -9.` wBURNUY TOMENIOSU WRTUS LOMYUNIS %� y.ry. A'' S ^bf m ��y �, k��� a ®`' ` (DOUBLEFILE VIBURNUM) w CAUFORNII MYRTLE l� /•, NEp ! ,,y, 40/�A CDyy/O .40 `(�- �O/ .p ( Qr� -ERRY TREE ` "`"'� 1 7 Gw�1� �4 s � M CONTAINERS ?7 Q�/�v EJ E r Y/ � y 7' j _ JO �K ♦ �'�,I,E Valit 'R•� l .l J'1 �• ` ARpIN S B- Ty f i k AR��� 'die cony. _'"��J V j° MAJOR PIANTIN S: /'/,,;�'r yr: `���^CIE RRROOP tilm® .a � �l (CERCIS OCLIDBUD), Y• G ,Tµ,N , ` 1 /0 � �C (, \ .j!!IF `/ yA55TCOFNE�ATat DRNUS -�?e�Rp�1„ i,J ACER UBRUN IRED /� OIN/4 tik,` �� J : �. ( ® 1 �0iA1. 1 R•a, YMLE WITH HPPPORANGEA //V 6[r ryryryryryryyyyyyyyyyyyy RAISED PLANTERS I \ GIEDITSIA `` )p VC/11 LIGHT // Ij WITH OR NTAI io '�• _•+� EN TAW? yl ��L�2��.`�h �a`i�l 4 WERCIFOUA(OAK LEAF STANDARDS ( / � GRASSE NI.•u/, �� '\\\�/\1 �� •O iAINERs �' brla ►"� HYDRANGEA) ` �..F� /jJf� �.� �� �� ���,���� ISED PLANTERS •`� TSUGA HETEROPHY / MAJOR P+: `Y /r 6� y NAWENTrLL (WESTERN HEMLOC WITH es, �040 2 y��q, r�i - �RENNULS, PIOUS CONiORTA cI(ORE `7� SryaF l S/ t4 d.-� �.�. _•"o.,AO ,- AND • • e71` PINES AWED STAGGERED T9 Y G ,/ . - ,N ..� F rn CEP RUBRI�Y RAl1�N0. RATIO S:1 III -C N �/ rp •x �►�- - O 1 (LED MAPLE)IN PINES TO HEMLOCK SEATING AREA r7 '•\ „•n + .\,\ GRATES OR PLANTED BERMS AT PLAZA 0 0. i� _ t ,k,, k�+ b�0 \i NIXED CLUSTERS OF IN PLAZA PLANTING ACCENT FFF\\\ CERCIS OCCIOENTAIIs 140 ���� II\/ eA, \\\, WESTERN REUBUD,CORNUS 1 ��0�,1 \\`� jC�JEY1J: �\F}^• •/i N.D LED SIA LX CAN Ii05 Fe F ��Y� }FT . `f 21 CONTAI HONEY LO IN ir 8 / e'I D ife� -f- ,fir �� PIOUS CONTORTA '! # , .,.MAJOR P KS (SHORE PINES IN '-iii = 'IT•'� ® eR e0,_ .. , `.mu AN• LAISED CONTA�NERs r.0'r- E l ee,/ 4.•,µ ., HYORANG WOH\ TYPICAL 6 GRASSE PERENNU Fn o A4j�.� � ENTS AND A.NUALS,TYP. I um �.e ,• y,..�/\ ' 'h (P(OPULUS ALBA7`.� (TpS (I( BPCKORPPWff�LOW �'���D>�.�� yN ® v`• PIN SECM XEDRS NG RIOW. ACCENT PLANTINGS �.,p`?•_, n� _... .��y`- ® RATO 3:1 PINES TO HEM OCK. •••••— Fvyr'OiL'v. \, Jya „ NEW STEEL PANEL •:�D•R•76. /�, Tw.:® ®•q 1' r•ieer _ FENCE WffH MASONRY AVI`. .C\� tQ���� - PIERS 7:" 1gkti YPej i` !; PLANTINGets- STPIP �w:'�s1D.��.•. 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'j/11 �f '• ° a "� - r `' ,� h1� +��rlt DFSKYJ Cltt OF fBTTON AND _ �� A I b / s -. �J C J Q ,(',) R.., 'STATE D.OE DESCN CIN9EA r / ', ' .., =% `^ , raae,uw., . •WNW SLOPE SHALL BE 0.43 ��I j-Y m,ccEa' i °'`�,.q V m r i•-1 "`��=.:, ' ` '� -/i/ —--- LOATE) j �_ 'NAM'A@.NM IS FADE EASEMENT // / / r' y," .AIL �J °. �, j ,/ -.�/'• Q, .( TOWxu°mx:D•aveDwx 1 "" ,'% • I P�1�P :� 1hYJ ��.r7g"l \\' \` .,,, I •'/ COMECTTO FX AETRJ ES Ali W g$L JJ lll/� r'/NTJ1l�__/Illr ���''\'` 4 FOR0 EAR!'PRECEPTOR 3 LL,— w \� \`� `` Q ECM) SECTION A-A TYPICAL BOADWAYCID55-SECTION Easmxam -1 g s \�1,V A . _ /.. 6 ,,,, L•n•• F3E HYDRANT /� $ �/ \ " a i —� SEWER MAN J,i„- \,os ♦ ' ' ": --- (/// / =o:. \ p.. BJIBNAL SEWER LIE - -, 0 1 .3 . 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" • \ V '.'7 / 0 ROPOBEDBILIC \\ / ,, l n]jl}J1 e AND \ - _ ��� ',!� Hq • _ 01 25 al J _- J.-- -C� 11' SOUTHPORT -- --- $ '�° COUGHLIN PORTER LUNDEEN VICINITY OF TARE WASHINGTON DLVD.AND PM AVENUE N — — — — � goWeve(d :A �e GEAnLE,WA,,,D, Ezm c"'ENGD' F.zDDPDn= 'j LakeWeshrr5� ;oez}5AW LEVEL' SITE PLAN WATER PLAN I I L.0 A •°'v3d • I 9 ,�A-fa 1 Zset I I JAMES BERGMAN NORTHRN SANTA FE BURLINGTON CITY OF RENTON 1164 ABERDEEN AVE NE 1700 E GOLF RD#400 200 MILL AVE S II RENTON WA 98056-2827 , SCHAUMBURG IL 60173-5804 RENTON WA 98055-2132 (--- 1 1 1 II SOUND ENERGY PUGET I THE BOEING COMPANY PO BOX 90868 I PO BOX 3703 j BELLEVUE WA 98009-0868 SEATTLE WA 98124-3703 11 III )1 ` --II !1 III I; III II I II ' I • II I (‘' J11 I. II I I - \ I ''''-- III 1 II IIj I ' 11 1 ! I ` ! , � II I II II II III 1I I III 11II I I II ! IIH . I III if Ii I I , I II - I ) I ( I ` 1,l I I 1I II H 1 '1 I 1 1 I l I, ' 1 I II I - --- - - -__/ ,-- )I / • Ja 1 k,''gym I I �o c ‘ • w � 1 ,� o ' 00•00 m 7 ,z,,,,,,,V, N Ci • �' ,oy.----- F '4 ;.J II • sson e ,� n S 1- o "` �' `e'" . j=`-ter '- • . : •‘.'' :' ' ' A'1'.:':4 I' ,,,,,\,t tbiligN _ . ., : I ,"-0e4,0iiit / ,4 Yo- ". ,_,..... ___.„.:: ,.p„.,.,,:,..,,,„., r ��s aa"x I'll 1 / I r +I r 11 mor ' €is o �mr SOUTHPORT IN ao RENTON,WASHINGTON II/ S I o COUGHLIN PORTER LUNDEEN •• 0,?:7,7a.77: - , a o CITY OF RENTON ma. Plarming/Building/Public Works 4N, , * 0 •a '''' # 1055 South Grady Way - Renton Washington 98055 E ,-p ADDRESS SERVICE REQUESTED . il MffTe a \s. '..,-- 7150401 U.S. POGTAGE : s-)•-) ...,,N/ v\ Mr. 134ardo Lopez , . 552jronson Way NE 7R ton, WA 98056 y - -, I. Al 4 /1 eab _ _ ADDRESS ; - <, . JD il I i 1 II I I i I II I , ' , -. ..,,,...............z... -4.....::::.-2: iimulinnonniiiiiiiiiiiii RETURN TO SENDEa . •-/ ji k\ ii I - ----------- ' 0 4) CITY OF RENT ON 4,J-. _ -- :OW'''' ' "*V`kv 0 --- ` ° ----- NEIL z-f-i Planning/Building/Public Workse lff CZ Et _ cn 5F:A'r ''.-- ------ I ' 1055 South Grady Way - Renton Washington 98055 :21— -,' 2 M 1 517 0 ft4+1' h ''''''''.41- a-5- ,..., . ADDRESS SERVICE REQUESTED gait .6, 1 '2 11 eitlifiti _-4,--ift—fl- 1, - : 7158401 u.S. POSTAGE It, OEING COMPANY SEATTL 1 i;._, Sezk 4732 litittiltifiltmilluillittillusithillstiltlihilliiitullit CITY- `)F RENTON .. Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator March 11, 2004 Michael P.Christ 1083 Lake Washington Blvd. N#50 Renton,WA 98056 Subject: Required Shoreline Trail Easement and Determination to withhold approval of Pier Repair and Future Building and Land Use Permit Applications at Southport Development, LUA 99-189 Dear Mr.Christ: During review of your proposed pier repair project,City File#LUA-04-010 SME,the Renton Parks Department advised me that the Southport property has not yet complied with a requirement to provide a public access easement along the waterfront. This easement requirement resulted as part of the overall Southport development land use and environmental approval process(City File#LUA99-189). As this trail requirement was placed as a mitigation condition in the mitigation document associated with the planned action for the development,the easement should have been provided to the City prior to occupancy of the buildings that have already been constructed. Please submit a draft version of the easement document for City review to the attention of Laureen Nicolay,6th floor of Renton City Hall. Pursuant to the requirements of the Mitigation Document,the City must review the document prior to its recording. Laureen will coordinate review and recording of the document with our Parks Department, Property Services Section,and City Attorney. She can be reached at 425-430-7294. Once we receive and approve the required easement,we will be able to issue a shoreline exemption for the repair project and to process any other building or land use applications submitted on behalf of the development. To appeal this determination,a written appeal—accompanied by the required$75.00 filing fee--must be filed with the City's Hearing Examiner(1055 South Grady Way, Renton,WA 98055,425-430-6515)no more than 14 days from the date of this decision. Your submittal should explain the basis for the appeal. Section 4-8-110 of the Renton Municipal Code provides further information on the appeal process. Please feel free to contact Jennifer Henning or me at 425-430-7200 if you have further questions. Sincerely, 'Neil Watts, Director Development Services Division cc: Larry Warren Leslie Betlach Elizabeth Higgins Gregory W.Ashley file#LUA04-010, LUA99-189 1055 South Grady Way-Renton,Washington 98055 RENTON �� AHEAD OF THE CURVE L: This paper contains 50%recycled material,30%post consumer l c9 dl / City of R i Department of Planning/Building/Public '<s WA oil - ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1�,� i GL*f I/.TJ(J � COMMENTS DUE: MARCH 02, 2000 —3PLICATION NO: LUA-189,SA-A,SM DATE CIRCULATED: FEBRUARY 17,2000 APPLICANT: SECO Development PROJECT MANAGER: Peter a er15 u V - PROJECT TITLE: Southport Level 2 Site _ WORK ORDER NO: 78626 LOCATION: 1101 Lake Washington Boulevard North FEB SITE AREA: 17 acres I BUILDING AREA(gross): 2,119,893 sq.ft. SUMMARY OF PROPOSAL:The applicant, SECO Development, requests approval of a Level II site plan a N Substantial Development Permit for the Southport Development. The Level II master site plan for.Southportroped-use -- development consisting of six buildings. The development would include a 7-story, 220 room hotel above one level of parking (220 parking stalls), two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that includes a total of 395 residential units, and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park, a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection, and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. 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 Lght/Glare _ Plants Recreation __ 'and/Shoreline Use Utilities I nimal s Transportation _nvironmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet e B. POLICY-RELATED COMMENTS No 'Q . CODE-RELATED COMMENTS 0 _ Ch‘C--Leef rt^—e- , 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 pr osal. 3 0o Signature of Director or Authorized Representative Date routing Rev.10/93 I CITY OF RENTON o� °`et FIRE PREVENTION BUREAU MEMORANDUM - NTo DATE: March 9, 2000 TO: Peter Rosen, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Comments for South Port Level 2 Site Plan Review MITIGATION FEES: 1 . Fire mitigation fees are applicable for all new structures proposed for this site. They are payable at time of building permit issuance. Credit will be given for the approximately 98,405 square feet of existing buildings that are proposed for demolishion (credit will be given at the rate of $0.52 per square foot, as these are considered commercial buildings). The fire mitigation fee schedule is $388 per individual residential unit including the parking structure designated for the residential units and $0.52 per square foot for commercial building areas (this includes retail, office, restaurant, hotels and all associated parking structures). The actual fees will be based on the building permit set of plans and will be calculated during the building permit plan review stage of the project. The fees will be paid at the time each individual building permit is issued. FIRE CODE REQUIREMENTS: 1 . The preliminary fire flow has not been determined due to lack of specific construction details. Primary fire hydrants are required within 150-feet of the structures and the secondary hydrants are required within 300-feet of the structures. The required fire flow determines the number of required hydrants. If fire flows exceed 2,500 GPM looped fire mains would be required around the building(s). Fire hydrants will be required on the Gene Coulon side of the project as this is part of the required access to Buildings A and B. 2. An approved fire sprinkler and standpipe system shall be installed throughout all structures. 3. An 'approved fire alarm system shall be installed throughout all structures. 4. City ordinance requires a minimum of two access roadways into this project. Access roadways shall meet fire department requirements for 20-feet width and turning radius of 25-feet inside and 45-feet outside with minimum 13 'h-feet veritcal clearance. Dead-end access roadways shall not exceed 150-feet unless an approved turnaround is provided. Islands are not allowed in the middle of cul-de-sac turnarounds unless minimum width and turning radius are provided. Roadways shall be signed and painted as fire lanes per ci4--6rdinance. Recommend application of City of Renton street standards throughout the project in order to meet expected population size. If secondary access is proposed on neighboring properties, emergency access easements would have to be obtained and recorded prior to construction. All secondary access roads shall meet the same requirements for primary access and be fully paved. Fire lanes and access roadways can be equipped with approved gating systems, however bollards are not acceptable. 5. The proposed plan does not appear to have sufficient parking spaces per code. The plans and the size of the site will not have extra, incidental parking available. The parking must be built into the development or it will be a continuous parking enforcement problem. Consequently, we are recommending that the applicant meet minimum parking code requirements for all areas and not be able to lessen the requirement through a parking management plan. CT:ct Sport3 City of Rw_-n Department of Planning/Building/Public_ �.4ks ENVIRONMENTAL & DEVELOPMENT APPLICATION, REVIEW SHEET REVIEWING DEPARTMENT: P U' Keu,-eco—1 l}& 'COMMENTS DUE: MARCH 02, 2000 , PPLICATION NO: LUA-189,SA-A,SM DATE CIRCULATED: FEBRUARY 17,2000 APPLICANT: SECO Development' PROJECT MANAGER: Peter Rosen PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626 LOCATION: 1101 Lake Washington Boulevard North SITE AREA: 17 acres I BUILDING AREA(gross): 2,119,893'sq.ft. SUMMARY OF PROPOSAL:The applicant,SECO Development,requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two,residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that includes a total of 395 residential units, and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the • waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park,a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard • intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. . 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 t.ancl/Shoreline Use ' Utilities Inimals Transportation ' _Environmental Health Public Services Energy/ Historic/Cultural ' Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS • • • • • • 1. CODE-RELATED COMMENTS i.t)*tc t/ diu t vl 1799 e�'r( T o Stela -� ' V� �I�J vQ�it i�/,P Nc,.z,.�r. ' 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. lei 1(/ 3/q/0D Signature of Director or Authorized Representative Date Rev.10/93 routing Wi Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North P.O.Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 March 1, 2000 Peter Rosen DEVELOPMENT PLANNING CITY OF RENTON City of Renton Development Services Division MAR 0 9 2000 loss s Grady Way RECEIVED Renton, WA 98055-3232 RE: SR 405, MP 7.47, CS 1743 Southport Level 2-Site/LUA-99-189,SA-A,SM Dear Mr. Rosen: Thank you for giving us the opportunity to review the Notice of Application for the Southport Level 2 Site, which is located at the location of the former.Puget Sound Energy. Shuffleton Steam Plant. We have reviewed the subject document and offer the following: As stated in the Southport Development Planned Action,Final Supplemental Environmental Impact Statement and in the Draft Environmental Impact Statement,the intersections of NE 44th St and the NB and SB ramps of I-405 function at LOS F. New trips generated by this development that pass through the interchange will adversely impact and exacerbate the situation. In Table 3,the Level of Service Summary on page 9 of the Appendices, the impacts"exceed calculable limits." The Interlocal Agreement between WSDOT and King County states that one of the measures for determining"Significant Adverse Impacts"to state highway facilities is: A roadway intersection or approach where the WSDOT has determined it to be hazardous; or to function below WSDOT minimum standards; or will result in or add to a LOS "F" condition as determined by the traffic impact analysis. 'Under the terms of that interlocal agreement, these impacts would require mitigation. While there is no interlocal agreement between WSDOT and the City of Renton at this time,we ask that the City recognize the severity of the impacts to I-405 at NE 44th St. • SR 405,MP 7.47,CS 1743 Southport Level 2 Site/LUA-99-189,SA-A,SM March 1,2000 Page 2 Based on these impacts,we recommend that the developer participate in the improvements to the NE 44th St/I-405 Interchange that will be made in conjunction with the Port Quendall development. If you have any questions,please call John Collins at(206) 440-4915. Sincerely, y .4: • Craig J. Stone,P.E. Area Administrator- South King CJS:jc 'JTC 'cc: file Mark Bandy,NW Region Traffic Gary McKee,NW Region Design City of Res,. Department of Planning/Building/Public Ss ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �o • I 1 kAkM JCOMMENTS DUE: MARCH 02, - ; I ! r-ki'PLICATION NO:' LUA-189,SA-A,SM DATE CIRCULATED: FEBRUARY 1 ,2 ihs, 47 APPLICANT: SECO Development PROJECT MANAGER: Peter Ros-' '1. ,yes ® PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626 ' 7?OHO LOCATION: 1101 Lake Washington Boulevard North qN NEi'( ur SITE AREA: 17 acres BUILDING AREA(gross): 2,119,893 sq.ft. �'caoos F�? 1N4NG SUMMARY OF PROPOSAL:The applicant,SECO Development, requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that includes a total of 395 residential units,and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park,a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. 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 1 Necessary Earth Housing Air Aesthetics Water Light/Glare • Plants Recreation - -Y nd/Shoreline Use Utilities timals Transportation :rvironmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS 3 t-Ul; I S' 0631c,N p{?LS7D c-c.FN on_. OF/,c 57 .C53 is-hrrr/12 I fry T t-iz-- c-0 a2g-fuvs i vc eIAA/. No 6'vuc.i (5506.3 - (rvsI5-r wi1H SQL 'I J ,u-Anor ,rnr-rs p X'rtlr iw I9?7 (�-t;r z--zn ) rl �' ?os/-jt_ A Peuria-s i TO I rV rH( 015\4 PM T i l-(LaFM'tcr?'0 47\f 2 O ►t\! YItZ --etik wut`o tOry Sys tS �v� a'tf vT, CODE-RELATED COMMENTS We have reviewed t - .- '• with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w.- - additional is - -ti. is -:ded to properly assess this proposal. _I 42/0j Signature of,`irect.r or Aulorized Representative Date routing 1 Rev.10/93 a+4�`g'�jiYtSx 44"'.tc3�` EXHIBIT B LAND USE ELEMENT POLICIES AND TEXT The Land Use Element policies and text are amended to read as follows. Policies not listed remain unchanged. Policy LU-125. Commercial uses such as retail and services should also be permitted provided that they support :the primary uses of the site .and are architecturally and functionally integrated into the development. An exception to this limitation on commercial uses may occur if a major commercial use providing high economic value to the City is proposed with multiple businesses, and is designed with the scale and intensity envisioned for COR. Policy LU-131. Maximum residential density on the various COR sites should range between 30 to 50 dwelling units per acre.. The same area used for commercial and office development can also be used to calculate residential density. When proposed development does not involve'a mix of uses, then minimum residential density should be 5 dwelling units per net acre. Policy LU-136. Consistent with the locational criteria for Centers,Center Office Residential designations may be placed on properties adjacent or abutting a variety of residential, commercial or industrial designations or publicly owned properties. Center Office Residential designations placed next to higher intensity zones such as industrial, or next to public uses, may provide for a transition to lesser intense designations. Site design of Center Office Residential properties should consider'the long-term retention of the adjacent or abutting industrial or public uses. 9 City of RI- n Department of Planning/Building/Public ks • • ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: MARCH 02, 2000 -:PPLICATION NO: LUA-189,SA-A,SM I tra.m5Q2v1ect(o of DATE CIRCULATED: FEBRUARY 17,2000 COY OF RENTO! APPLICANT: SECO Development PROJECT MANAGER: Peter Rosen �. PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626 u ! Zillt LOCATION: 1101 Lake Washington Boulevard North • SITE AREA: 17 acres BUILDING AREA(gross): 2,119,893quftnasaahe,.71 V11610N SUMMARY OF PROPOSAL:The applicant,SECO Development, requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that includes a total of 395 residential units,and three office buildings with 7-stories of offices above four levels of parking (1,855 parking , stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park,a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. 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 .and/Shoreline Use Utilities animals Transportation :nvironmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS iVeu) st �ru' c s ✓ rvicl�t4lu� cv /i0 Ve�urvet.( a/v Le(l,e i.(l��sll. /vc� t10C ike E/ p 'tt pvcj eZ . i p6 tvki C,,vebLt.Li(/r!/ wcl li (✓Merit l tce �OLt7RV �1� n-ii7iIf&6oii. �-l 1VV>t the 19✓a—) - 7LL2A5/rblttl ✓tic;(4'04. cv.e- Ci.Y0�(-tec.( 70 e4-teed Zt. CODE-RELATED COMMENTS • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Jej GLIB, ' / Z/elo o . Signature of Director or Authorized Representative Date routing Rev.10/93 / 1 City of Re, Department of Planning/Building/Public I s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: MARCH 02, 2000 ?PLCATION NO: LUA-189,SA-A,SM /6')u5 cave ',DATE CIRCULATED: FEBRUARY 17,-CRT or FiFik.M.ON 'p APPLICANT: SECO Development PROJECT MANAGER: Peter Rosen PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626FB p rnon LOCATION: 1101 Lake Washington Boulevard North SITE AREA: 17 acres I BUILDING AREA(gross): 2,119,83 sq111,4� 4."V sOION SUMMARY OF PROPOSAL:The applicant,SECO Development,requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that includes a total of 395 residential units,and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park,a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. 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 'and/Shoreline Use Utilities nimals Transportation nvironmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C,e U(.C.2f t'i..J pla4441 rn s eu�i1 d v 1 1-Leite s cr►9 tM/Zl e, lc. ' t kt,t4 6etp//6,_(://0.7 cVe �Jj�t�olJ (: 16) ce-e-teirt6vn reqfrriveu, _ GZJufry c�ual�y�-� 7-rean,,e,,,� 7,0 Icr pro✓id)-ei the w.,_e c ✓C IJ%, CODE-RELATED COMMENTS l v rr c.1.4.7fA mum l y (.4514510y felon/ea s Llo wi. 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. IV MCA Zhq/a0 Signature of Director or Authorized Representative Date routing Rev.10/93 • OI , : sky .vss.:;;.;;? >ntr.>;, 2: .:.r:f;��:i5:::x.::r;..;�;:?....y,Yr•'f.:t :?.:3••}ii::•n^.\:.:i:•:{•ii:i'^:•:'.i i ::{: •.}.3,✓,+,•{�v::x.3JD:...?..,u,.J::•v •i: :.�}v};::.:... y: : ?.:Ji'?i.` Project Name S ot.(ttl P�✓ Project Address 11O I lake 0-4s11)1.1yloii 13/14 A) Contact Person Rex AIIevl 55-60 Developiiz' Address Phone Number CyZS ) - Cbg - 3035 E'1 3// Permit Number / V A - Rg — I$�( Project' Description tillxec( axe wife ✓c!opai— 2Z0voowt lt.fc/ 3 t4 cults 41e>tdet11itd al,2/ I to, 000# 511 (,oe2).1A/ielliii(vHOvr✓ ✓es7,•uVeott I0000 Aulity �/c51K�iVCi�vt , 1CJ,000-t yec:.l4la/t1 ye iI Gii6c/i I2.6,200 -g ellt'vilc cL -Zc�% . Land Use Type: Method of Calculation: C"Residential CITE Trip Generation Manual IC/Retail ❑ Traffic Study 1Q/Non-retail 0 Other • Calculation: H�7cl = 17EC311) 6,2.4 tr-os • vuom , assuikr V(770 vc..:0,04-,,e 1 -f -,t- •qpt ; 17E (220) G,y7 •trlps Nn uNil i CSrtG(U✓�(ii/i Hy! 7141 oovey) I T& L33z) 2.06,3t, trip x2) WOO r7 e155LNLK z'1' 'Q pe;v114'Vy des?aµ,�uv (CZHu1i7y) ai (S',I) gt..61 tries p.a.( IOOO , 4(55u14.4.e 2k1� prowlerry SpeoiKlty R.A,1.I = • ITt(Vitt) ti0.67 7r�Fs pz., /000 asswt.0 25)o , 'i uui:y G (tcz, I ITS 010) by eQua-t,o+I LHCi) _ 0-70 i-iC)e)t 3: 654 Avev:fit Da,I' 7rips -Fl e rA4z : Hotel - 104•$ Apts - Z45`1 — 5`(6 2`e5t (qual,t7) - Z80 Retui! - l02 C'ffic.e.- 604( ?o?u,Z ceie__ t/scs.- I0)&7I $75 pal tripz.0 v Transportation Mitigation Fee: $g00,325 Calculated by: kle: u' Z Date: 3/40 Account Number: Date of Payment I" 7 6 _ City of In Department of Planning/Building/Public ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: rat C 2. COMMENTS DUE: MARCH 02, 2000 .,PPLICATION NO: LUA-189,SA-A,SM DATE CIRCULATED: FEBRUARY 17,2000 APPLICANT: SECO Development PROJECT MANAGER: Peter Rosen _ - _ PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626 LOCATION: 1101 Lake Washington Boulevard North SITE AREA: 17 acres I BUILDING AREA(gross): 2,119,893 sq.ft. SUMMARY OF PROPOSAL:The applicant,SECO Development,requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that includes a total of 395 residential units,and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park,a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the,project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. • 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 '.and/Shoreline Use Utilities Inimals Transportation Environmental Health _ Public Services Y� Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet Ja.hind- /00-/-21 P/a-ao, r,0- &mda h . B. POLICY-RELATED COMMENTS . CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director r the Representative Date routing - Rev.10/93 City of Rt i Department of Planning/Building/Public rs ENVIRONMENTAL & D 'ELOPMENT APPLICATi1 .� .11 REVIEW SHEET REVIEWING DEPARTMENT: 1,NV(poc COMMENTS DUE: MARCH 02, 2000 PPLICATION NO: LUA-189,SA A,1SM DATE CIRCULATED: FEBRUARY 17,2000 APPLICANT: SECO Development PROJECT MANAGER: Peter Rosen PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626 LOCATION: 1101 Lake Washington Boulevard North SITE AREA: 17 acres BUILDING AREA(gross): 2,119,893 sq.ft. SUMMARY OF PROPOSAL:The applicant,SECO Development,requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two residential buildings with 4-stories of residential units above two levels of parking(682 parking stalls)that includes a total of 395 residential units,and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park,a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection, and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level 11 site plan. Building permits may not be issued until approval of the Level I site plan. 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 Uffities nimals +Transportation nvironmental Health Public Services Energy/ HistoricJCultural Natural Resources Preservation Airport Environment 10,000 Feet • NV 14,000 Feet B. POOLiCY-RELATED COMMENTS IT A • c- CODE-RELATED COMMENTS iv©il We have 'awed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w ere dditional jnf•. lion is needed to properly assess this proposal. VA f 40 • I4:4 a /gf za9e, , Signal of Director or Authorized -epresentative Date rouling Rev.'10/93 '-_-•:::::::::::::::::::::::1:----____-:.-__ J I I . 1 i >iir "."`''T I I --,72.-.3.-Kcif_t.:_:3.-Ef_.-zit:-.;_e- ,.- MR 7 .. 0 ,-•. Lt-ail, :._. `',i ,- -----------—-------- .0.• .1:41 I .1 n• ' illki -- ---------'-_1 n.- =_=_==__= ===- _ \ J •y �_==== ====-==== ,... l'�1iin (411 , ,,,,,,' ,. ,,, :::::-- ---,::::::;_:_:_::::::._:::::-.7-:-::::7.----_litilillpailt_ 14-ik F. ,, ) ::::: -:::::::::::::-:-.7-:-:-.:-.:-:-:-:-.7-:-:-:-:-:-:-e Mae! 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'.. S'W.Liiiitir y—IntiFilummr 1 -'- --.'- " . e , >4111# .4 - (0 V.C._LL;T-1-6111 FE a 81r, a a' Di � 1]�.o® e ' o , . . _ - . ,_,$11„ \ - . SW .g 03 r.'‘..:::::: "Illirrimmo." . �_ r R-I AICIAIIIIIIIIVIIIA :5 t. lip im-ii ... ._. \\,,,\f:At K z? co I co . r2.3.4 lir CD hill .1. co co co ir 1-1 s... l. t Al I 'll'.-�-' • '' 's/s- 1- ' '/ ,Ail --.. pit (---,__4_1--.,,, ' ■I FL WA t1.4 .:1'441.‘4 - c. a !��"'t'''Y'�M■ `41 17( I di w ■e1111 , t.4%. E.11 \I� 7 7 �� ��r7: ■ WIT J 'I ,. ,� \ J�I 1-1 11141 IlFFyyy " i. Y - ill 4 y 6 7 . V 3 ... i T''■- �y I ,�LL�'.■ �� 'NM}M n���R�\\\f)'ll!t-■ _nIftgrA Ti City of R n Department of Planning/Building/Public ks ENVIRONMENTAL & D-kVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: , -vac--(6ln SPV\J ILLS COMMENTS DUE: MARCH 02, 2000 PPLICATION NO: LUA-189,SA-A,SM DATE CIRCULATED: FEBRUARY 17,2000 APPLICANT: SECO Development PROJECT MANAGER: Peter Rosen CITY OF RENTON PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626E r LOCATION: 1101'Lake Washington Boulevard North ��o� SITE AREA: 17 acres BUILDING AREA(gross): 2,119,893 atfilciwJ.41,4MA A Pig VISION SUMMARY OF PROPOSAL:The applicant,SECO Development,requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two,residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that includes a total of 395 residential units,and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park, a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the'project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing • Air Aesthetics Water LightGlare Plants Recreation Land/Shoreline Use , Utilities • nimals Transportation hvironmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS I �ui^r ✓� UGC j�oLz c..) 43, i I svj 0 F Po CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Z /,oc:, Signature of Directoror Authorized Representative Date • routing Rev.10/93 1 Environmental & Development Application 'Review Sheet REVIEWING DEPT: Community Services/Parks APPLICATION NO: LUA-189, SA-A,SM APPLICANT: SECO Development PROJECT TITLE: Southport Level 2 Site LOCATION: 1001 Lake Washington Boulevard North WORK ORDER NO: 78626 COMMENTS DUE: March 02, 2000 A. ENVIRONMENTAL IMPACT COMMENTS The level of architectural detail promoted as part of this project is non-existent (hotels). These are box buildings. There is no discussion about a new lighted intersection on the entry road (proposed re-aligned) entry road to Southport/Coulon. The light would direct both Coulon and Southport traffic. Development and recording of maintenance access and recreation easement across Southport Promenade for trail connection to Coulon and DNR needs to occur. This easement was discussed as part of a separate easement the City is providing in perpetuity across Coulon for secondary fire access. There is no discussion about monitoring parking stall numbers as previously discussed. The increase in shoreline use/impacts with the proposal for a commuter ferry needs to be further studied. The increased wave action will likely cause damage to the existing shoreline and habitat area along Bird Island as well as throughout the park. In addition, the increase in visitors associated with a commuter ferry will impact the park use, maintenance, recreation activities and quality of Park experience. B. POLICY-RELATED COMMENTS Parks mitigation fee of$354.51 per multi-family unit. Contribution may be utilized for re-modeling play area. Recommend allowance for connection from Southport over to DNR Property— revise landscape plan. An easement for public access to the promenade along the lake needs to be developed and recorded consistent with the fire access agreement. (The City is granting access through Coulon Park (in perpetuity) for secondary fire access to Southport. C. CODE-RELATED COMMENTS Damaged Park areas need to be restored. Landscaping to be irrigated. t /0/3/ es ie ch Parks . irector Date t 2000-030mb(Southport Level 2 Site Comments).doc Page 1 of 1 City of RID Departtcient of Planning/Building/Public 'ENVIRONMENTAL & DEVELOPJMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P S COMMENTS DUE: MARCH 02, 2000 'PLICATION NO: LUA-189,SA-A,SM DATE CIRCULATED: FEBRUARY 17,2000 APPLICANT: SECO Development PROJECT MANAGER: Peter Rosen . PROJECT TITLE: Southport Level 2 Site WORK ORDER NO: 78626 LOCATION: 1101 Lake Washington Boulevard North SITE AREA: 17 acres I BUILDING AREA(gross): 2,119,893 sq.ft. SUMMARY OF PROPOSAL:The applicant, SECO Development, requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development.The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story,220 room hotel above one level of parking (220 parking stalls),two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls)that , includes a total of 395 residential units, and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park,a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard ' intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. 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. 5c..... Land/Shoreline Use / ' Utilities , pima/s Transportation •nvironmental Health Public Services energy/ Historic/Cultural ‘ Natural Resources Preservation Airport Environment Ci 1 i - po ,A pci4/g ,114,6 /249,-4-1- x(77a c,/ �. �e � eci 6 dcbozzi-Kal--/4-4, ‘KAziAr),,,, G;2A '�t/ ,�, ,gyp-�'�� �,�A m-1e-eit- 1 �%.t' iecr1,•v41 �r �adf5� t r 4 cze:/ �l 7/ 79 �'� yOl�Tz. - ii,�c h'4�r71—wa 1 �s a • i' 'f'3vl G1c cri B. POLICY-RE TEr1OMMENTS S' v°,• ./`Jc1l/� �' M 3 Sq S� , 7�1.eG� rri ���2ec/ /?x=mc,,C�=erir� �— , ,,e (.5errze,r27/-:/ /ae-- . 7-(--r-e)414-_-i /6 a — A 0.( 4,..0.( 11c1---- ;,67.-0-7 -7 1--(AA--ce-e-c---e-- --A Vil-c- afq c-oci_ Vc(z)vs7,,7 .kriA)6,07/1. rn ra4k- 66,1 latioze-/21) f-e/1 ,- ,-2a'14-/ C. � C1iiC,),I'1F-PF1 ATFr119MMF�turc �� . ,.� aC / �] }�/'W �-2Qc a- / 1-a,ucto ,e c r ,14-.1j2_!��(:tr/U ''i ' '�.IJC (� /� - .frCC-1, We have reviewed this application with particular'ttention to those areas in which we have expertise and have identified reas of pbable impact or areas where additional information is needed to properly assess this proposal. 5 Vet) • Si ature of Director Representative . Date, routing Rev.10193 . o ; a' Attachment C A. Level II Site Plan Review DECISION DATE: July 18, 2000 • Project Name: Southport Level II Site Plan Applicant: Michael Christ SECO Development Southport, LLC 10843 NE 8th Street, Suite 200 Bellevue, WA 98004 Owner: Same as applicant Contact Person: Rex Allen SECO Development 10843 NE 8th Street, Suite 200 Bellevue, WA 98004 File Number: LUA-99-189, SA-A, SM Project Manager: Elizabeth Higgins Project Description (revised): The applicant, SECO Development, requests Level II Site Plan Review. The Level II Site Plan for Southport proposes a mixed-use development consisting of six buildings. 'The development would include a 7-story, 220 room hotel above one level of parking (220 parking stalls), two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls) that include a total of 395 residential units, and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,000 to 750,000 square feet. These development amounts are consistent with the Southport Planned Action Ordinance, Mitigation Document, and Final Supplemental Environmental Impact Statement The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park, a City park adjacent to the north of the subject site. Off-site improvements would consist of improvements to Lake Washington Boulevard between Park Drive and the project entrance, signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection, and signalization of the project entrance/Lake Washington Boulevard intersection. On April 5, 2000, the Southport Level II Site Plan was deemed to be a Planned Action. On April 7, 2000, the City of Renton issued a Shoreline Substantial Permit for the Southport Level II Site Plan. These actions were not appealed before the proscribed appeal periods terminated. Following approval of the Southport Level II Site Plan, a more detailed, Level I Site Plan Review would be required for subsequent, individual, phases of the proposed master site plan. The Level I Site Plans must be consistent with the overall Level II site plan as approved. Building permits may not be issued until approval of the Level I Site Plans. Project Location: 1101 Lake Washington Boulevard North Project Location: 1101 Lake Washington Boulevard North Site Area: Approximately 17 acres Southport Level II Site Plan Rev LUA99- 109, SA-A, SM Attachment 'C' Page 2 of 10 B. Level II Site Plan Review Criteria (with COR Review Criteria): Renton Municipal Code Section 4-9-200E lists the criteria that the Reviewing Official is asked to consider, along with all other relevant information, in making a decision on a Level II Site Plan Review application. RMC 4-9- 200E.1.k includes, "Special Review Criteria for Center Office Residential (COR)Zones Only." The Site Plan Review criteria includes the following: General Criteria: 1. Conformance with the Comprehensive Plan, its elements and policies: City of Renton Land Use Element-Centers The Southport Level 11 Site Plan conforms with the objectives and policies of the City of Renton Comprehensive Land Use Element— Centers because the concept of the Center relies on creating a boundary to contain more intensive uses and prevent them from encroaching on adjacent neighborhoods. However, within the boundary,greater freedom and flexibility of land use is intended compared to traditional zoning classifications. The Center is intended to be an intense urban mixed use place which is pedestrian oriented that provides a visual and physical focal point for the surrounding residential area. Centers should provide community focus for their surrounding neighborhoods. The intense development envisioned for Southport would be contained within the boundaries of the proposed development City of Renton Land Use Element—Center Office/Residential The following are specific objectives and policies of the Center Office/Residential designation within the Centers Element: Objective LU-U: Encourage projects throughout the designation which create cohesive, quality, and landmark developments integrated with natural amenities. The intention is to create a compact, urban development with high amenity values that is a gateway to the City. The Southport Level 11 Site Plan will create a unified development that will serve as a visual gateway to the City from the north. It will result in a new"neighborhood"situated along Lake Washington, thereby capitalizing on the natural amenity of an urban shoreline. Policy LU-124: Primary uses should include complexes of offices or residential development, hotels, and convention centers, research and development facilities, and corporate headquarters. The Southport Level 11 Site Plan proposes a development of office space, residential development(apartments), a hotel, retail shops, and restaurants. Policy LU-125: Commercial uses such as retail and services should also be permitted provided that they support the primary uses of the site and are architecturally and functionally integrated into the development. An exception to this limitation on commercial uses may occur if a major commercial use providing high economic value to the City is proposed with small-scale, multiple businesses, and is designed with the scale and intensity envisioned for COR. Because of the mix of primary uses proposed by the Southport Level 11 Site Plan, a wide variety of commercial uses would be appropriate. Policy LU-133: Internal site circulation should be primarily pedestrian oriented. Buildings will be accessed by a road that is located primarily on the perimeter of the project site. This road cuts diagonally through the site to provide access, from the rear, to buildings fronting on Lake Washington. Parking will be either in underground parking garages, or in a surface parking area located in the outer,southwest corner of the site. Therefore,pedestrian circulation • Southport Level II Site Plan Rev,'.-:.: LUA99-19, SA-A, SM Attachment 'C' Page 3 of 10 is largely separated from vehicular traffic and interlaced between the building complexes. The "emergency access only"road,between the lake and buildings will serve primarily as a public waterfront promenade. Policy LU-134: Vehicular access to each proposed development should be from a major street with the number of access points reasonably minimized. There will be a single,primary access road for vehicular traffic. Policy LU-135: A combination of internal and external site design features should be encouraged such as: • Public area plazas A centrally located,public,plaza has been planned for the development, as well as a plaza along the waterfront promenade. • Prominent architectural features The mass and scale of the buildings will make a significant architectural statement. • Significant natural features Lake Washington, a spectacular natural feature, will provide a focus for the development • Distinctive focal features Public plazas and connections with the pedestrian promenade will provide design opportunities for human-scale focal features such as special paving and art work. Benches and landscape planters will surround these focal points and complement the design. • Gateways The site is situated to serve as a visual"gateway"to the City of Renton when entering from the north, either via Interstate 405 or Lake Washington Boulevard North. • Structured parking Most of the parking will be accommodated in structured parking. One surface parking area will be located on the perimeter of the site. The Southport Level ll Site Plan furthers the objectives of the Community Design Element of the Comprehensive Plan. The purpose of the community design policies is to provide a vision for community identity and improvement of the aesthetic and functional quality of the City. The policies of Community Design address issues such as:how the physical organization of development can create a more desirable place to live;protect views;character of the streetscape; vegetation;gateways;architectural and urban design; and, community separators. Southport is envisioned as a vibrant mixed-use development located at an important gateway to the.City of Renton. Bustling streetscapes will be created, lined with shops and restaurants, to form an urban neighborhood environment. Objective LU-OO: Provide for orderly growth of the city, while enhancing the downtown and neighborhood areas, and the City's natural features. The focus of the entry boulevard is a public piazza ringed with shops, housing, and offices, creating the essential core of this mixed use community. Policy LU-268: Improve the visual, physical, and experiential quality within the city. A pedestrian link through the center of the project will extend to the waterfront providing a visual and experiential connection to the office buildings at the interior. Office buildings at the Southport Level II Site Plan Revs,;: LUA99-189, SA-A, SM Attachment 'C' Page 4 of 10 interior will be the visual terminus of this link, anchoring the site to the waterfront and enhancing the gateway to the City. Policy LU-269: The City's unique natural features including land form, urban form, vegetation, and river should be protected and enhanced. The office development will front on tree lined'Southport Boulevard'and will offer views of Gene Coulon Park and Mount Rainier. Policy LU-270: The site design of developments should maximize public access to and use of public areas as well as shoreline areas in locations contiguous to a river, lake, stream, or wetland where such access would not jeopardize the environmental attributes of the waterbody. Public amenities will include a promenade at the water's edge the full width of the property that will offer opportunities for walking, outdoor dining, visual access to the lake and an extension of the lake walk at the adjacent Gene Coulon Park. This connection will provide shopping and dining opportunities for park users, extending their experience further along the waterfront and into the Southport neighborhood. Objective LU-PP: Provide physical and visual distinctions both within Renton and between edges of urban growth. High quality design will create clear statements of area use and identity The intention of community separators within the City is to define neighborhoods. While these separators may be natural areas, they may also be elements of the built environment, such as building clusters, plazas, or urban parks. The intention of this project is to create a vital urban mixed use community with a variety of working, living, shopping, and dining opportunities that will provide a rich experience of Lake Washington and the City of Renton. Policy LU-271: The function of community separators should be to: • Reinforce the character of the City's neighborhoods • Establish boundaries between the City's urban growth area and other areas • Separate high density urban land uses from areas of low density, semi-rural and conservation uses, and • Protect environmentally sensitive or critical areas. Policy LU-315: Neighborhoods should be created which have human-scale features such as pedestrian pathways and public spaces(e.g. parks or plazas), and which have discernable edges, entries, and borders. Special finishes,paving, and art work will greatly enhance the pedestrian experience and integrate the various uses in to a unified whole. Policy LU-316: The design of pedestrian facilities should address safety as a first priority. Adequate separation of cars and pedestrians, reducing curb cuts, and providing adequate street crossings and lighting are appropriate methods. Pedestrian plazas and the waterfront promenade will be clearly marked and physically separated from vehicular streets and driveways. Conclusion: The Southport Level ll Site Plan conforms with the elements and policies of Comprehensive Plan. Southport Level II Site Plan Review LUA99-mtm9, SA-A, SM Attachment 'C' Page 5 of 10 2. Conformance with existing land use regulations: The project is regulated by Chapter 4 of the Renton Municipal Code. Section 4-2-120B includes development standards for the Center Office /Residential Zone 3(Southport site). Lot,dimensions: There are no minimum lot size, lot width, or lot depth requirements in the Center Office/Residential 3(COR 3)Zone. Lot coverage: Maximum lot coverage for buildings is 75% of the site, when parking is within a parking garage. Residential density: The minimum residential density is 16 dwelling units per net acre, where development involves a mix of uses. The maximum density in the COR 3 Zone is 50 du per net acre. Setbacks: There are no setbacks in the COR 3 Zone. Landscaping: There are no landscaping requirements in the COR 3 Zone. Extensive landscaping has been proposed however. 3. Mitigation of impact to surrounding properties and uses; a) 'Mitigation of undesirable impacts of proposed structures and site layouts that could impair the use or enjoyment or potential use of surrounding uses and structures and of the community. Building setbacks of ten to thirty feet would be provided between proposed buildings and adjacent properties. The average setback from Gene Coulon Park would be sixteen feet. b) Mitigation of undesirable impacts when an overscale structure, in terms of size, bulk, height, and intensity, or site layout is permitted that violates the spirit and/or intent of the Zoning Code and impairs the use, enjoyment or potential use of surrounding properties. The proposed structures would not be overscale, but would have a greater impact on portions of Gene Coulon Park than the existing development. Modulation and articulation of buildings adjacent to Coulon Park would be provided(to be reviewed at Level I submittal stage). c) Provision of a desirable transition and linkage between uses and to the street, utility, walkway, and • industrial systems in the surrounding area by the arrangement of landscaping, fencing an/or other buffer techniques, in order to prevent conflicts and to promote coordinated and planned benefit from, and access to, such elements. Crosswalks and the use of planters,gates, benches,plantings, and handrails coordinated with the design of those at Coulon Park would promote a coordinated transition and linkage to the surrounding area. d) Consideration of placement and scale of proposed structures in relation to the natural characteristics of a site such that they create a perception of greater height or bulk than intended under the spirit of the Zoning Code. The primary natural features of the site are the shoreline access and views of Lake Washington. Structures and public open spaces would be sited to maximize these features, e) Effective location, design and screening of parking and service areas in order to promote efficient function of such facilities,to provide integrated facilities between uses when beneficial,to promote "campus-like"or"park-like" layouts in appropriate zones, and to prevent unnecessary repetition and conflict between uses and service area or facilities. Most parking and service areas will be located within buildings. Southport Level II Site Plan Review LUA99-189, SA-A, SM Attachment 'C' Page 6 of 10 f) Mitigation of the unnecessary and avoidable impacts of new construction on views from existing buildings and future developable sites, recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features and of promoting "campus-like"or"park-like" settings in appropriate zones. Views of Lake Washington from elevated areas of the City will be impacted by the new structures, but no views will be obstructed. Views from property located to the south are currently obstructed by the existing structure so new development will have little net increased impact. g) Provision of effective screening from public streets and residential uses for all permitted outdoor storage areas (except auto and truck sales), for surface mounted utility equipment, for rooftop equipment, and for all refuse and garbage containers, in order to promote a "campus-like"or"park- like"setting where appropriate and to preserve the effect and intent of screening or buffering otherwise required by the Zoning Code. Outdoor storage is not permitted in the COR 3 Zone. All refuse, garbage, and recycle areas must be screened by fences or landscaping or a combination thereof. h) Consideration of placement and design of exterior lighting in order to avoid excessive brightness or glare to adjacent properties and streets. Perimeter lighting will have "cut-off"features in order to prevent spill-over lighting off site. 4. Mitigation of impacts of the proposed site plan to the site; a) Building placement and spacing to provide for privacy and noise reduction; orientation to views and 'vistas and to site amenities,to sunlight and prevailing winds, and to pedestrian and vehicle needs. A view corridor has been preserved through the center of the site to Lake Washington. Approximately 3.2 acres of ground-related open space is planned. b) Consideration of placement and scale of proposed structures in relation to the openness and natural characteristics of a site in order to avoid over-concentration or the impression of oversized structures. Buildings are situated to preserve a view corridor, through the site, to Lake Washington. c) Preservation of the desirable natural landscape through retention of existing vegetation and limited soil removal, insofar as the natural characteristics will enhance the proposed development. The site has been in its currently developed state since the Shuftleton Steam Plant was constructed in 1929. Existing landscaping will be replaced. d) Use of topography to reduce undue cutting, filling and retaining walls in order to prevent erosion and unnecessary storm water runoff, and to preserve stable natural slopes and desirable natural vegetation. The site, which is,already developed and would be redeveloped for this project, is almost level so the opportunity to use existing topography for mitigation is minimal. Various temporary and permanent surface water collection and dispersal systems will be put in place prior to, during, and following construction. e) Limitation of paved or impervious surfaces, where feasible,to reduce runoff and increase natural infiltration. Approximately fifteen percent of the site will be pervious area consisting of landscaping and otherwise vegetated areas. Southport Level II Site Plan Review LUA99-189, SA-A, SM Attachment 'C' Page 7 of 10 f) Design and protection of planting areas so that they are not susceptible to damage from vehicles or pedestrian movements. Pedestrian routes will be clearly marked and situated to avoid"cutting through"planting areas. Vehicle streets and driveways will be curbed. g) Consideration of building form and placement and landscaping to enhance year round conditions of sun and shade both on-site and on adjacent properties and to promote energy conservation. New structures would increase the amount of shade at the Coulon Park children's play area. The greatest increase in shade, however, would occur late in the afternoon during the winter months, the time of year with lowest number of sunny days and lowest park utilization. Building articulation, to be reviewed during the Level I Site Plan Review process, may reduce this impact 5. Conservation of area-wide property values; It is anticipated that redevelopment of the Shuffleton property will greatly enhance property values within the City of Renton. 6. Safety and efficiency of vehicle and pedestrian circulation; a) Provision of adequate and safe vehicular access to and from all properties. The extensive pedestrian circulation system is largely separated from the vehicular streets and driveways, except on the perimeter, where separation is by means of a raised sidewalk and curb. b) Arrangement of the circulation pattern so that all ingress and egress movements may occur at as few points as possible along the public street,the points being capable of channelization for turning movements. There will be one primary access to the development, off North Park Drive/ Lake Washington Boulevard North. This single access(augmented by an emergency access that will be closed to general vehicular traffic) will allow strict control of traffic on the on-site perimeter road. c) Consolidation of access points with adjacent properties,when feasible. The City of Renton and the project developer have worked with The Boeing Company to coordinate joint access issues. d) Coordination of access points on a superblock basis so that vehicle conflicts and vehicle/pedestrian conflicts are minimized. A hierarchy of streets and driveways(main access off North Park Drive/ Lake Washington Boulevard North,perimeter road as secondary access, and individual driveways to structured parking and perimeter parking area) will minimize vehicle/pedestrian conflicts. e) Orientation of access points to side streets or frontage streets rather than directly on to arterial streets,when feasible. The opportunities for non-arterial access to this site are limited,but access will be controlled by means of a redesigned intersection at North Park Drive/ Lake Washington Boulevard North. Southport Level II Site Plan Rev L.. LUA99-189, SA-A, SM Attachment'C' Page 8 of 10 f) Promotion of the safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking,turnarounds, walkways, bikeways, and emergency access ways. The design of the internal circulation system will be both efficient and safe for vehicles and pedestrians. g) Separation of loading and delivery areas from parking and pedestrian areas. Delivery and loading areas are located at the rear of buildings, separated from pedestrian walkways and parking areas(which are primarily located within structures). h) Provisions for transit and carpool facilities and access when appropriate. On-site pedestrian and bicycle facilities, including sidewalks,promenade, crosswalks and connections to existing pedestrian and bicycle facilities would be provided. Preferential parking for vanpools and carpools and secured bicycle parking would be provided as part of the Transportation Demand Management program. i) Provision for safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. At the Lake Washington Boulevard approach to the project intersection, the existing channelization would be restriped to accommodate shared lanes. "Children at Play"signs may be installed near Gene Coulon Park. 7. Provision of adequate light and air; Buildings are proposed to be built in clusters, with a corridor through the center that will allow views to and breezes from the lake. Public plazas and pedestrian circulation will be protected from south winds, which prevail during winter months, by the staggered placement of the three office structures at the south of the site. 8. Mitigation of noise, odors, and other harmful or unhealthy conditions; Increased noise levels would be primarily associated with construction and would, therefore, be temporary in nature. Construction noise levels and hours of both hauling and construction activities are regulated by the City of Renton as to hours and days of operation. Specific studies on the potential of significant HVAC noise impacts will be conducted by the developer as part of the building design process(following site plan review). If studies indicate that HVAC equipment noise will adversely impact residential development on the site, mitigation can be implemented consisting of noise barriers placed around HVAC units,selection of alternative equipment with reduce noise levels, or provision of silencers for air intake and exhaust. Odors from The Boeing Company operations could be perceived as a nuisance by site population. Modeling conducted by Boeing,however, indicates potential odors would be below accepted nuisance thresholds. 9. Availability of public services and facilities to accommodate the proposed use; and, Transportation improvements will be funded by the developer or through a City Local Improvement District. A minimum fifteen-foot wide utility easement will be granted to the City to access water lines. A minimum 10-inch looped line will be constructed and connected to an existing 6-inch line that Southport Level II Site Plan Review LUA99-189, SA-A, SM Attachment 'C' Page 9 of 10 serves Coulon Park. A 6-inch connection to a line in Lake Washington would be replaced with a minimum 10-inch line. An existing 8-inch sanitary sewer line would be replaced with a minimum 10-inch line. 10. Prevention of neighborhood deterioration and blight. The Shuffleton Steam Plant has been operating at an increasingly reduced capacity since the 1950's. Although it has been maintained, the proposed project would increase activity both on the site and in the area. The redevelopment of the property would reduce the likelihood of neighborhood deterioration. 11. Special Review Criteria for COR Zones: a) The plan is consistent with the Planned Action Ordinance: The Level 11 Site Plan was found, on April 5, 2000, to be a Planned Action Project, consistent with Planned Action Ordinance 4804. b) The plan creates a compact, urban development that includes a compatible mix of uses where appropriate: The plan creates a mix of residential, business(office, hotel, restaurants, and retail), and recreational(plazas and promenade)that is compatible both within the site and with the surrounding neighborhood and community. c) The plan provides an overall urban design concept that is internally consistent, and harmonious with development on adjacent sites: Although the adjacent properties are significantly different in use and development, the Southport project is compatible with its neighbors.Its highly urban plan reflects the historical development of cities with their more intensive density and mix of various uses. d) The plan incorporates public and private open spaces to provide adequate areas for passive and active recreation by the occupants/users of the site, and/or to protect existing natural systems: The plan incorporates public spaces, both indoors and outdoor,ground-related. Linkages to Gene Coulon Park have been designed. e) The plan provides view corridors to the shoreline area where applicable: The buildings are situated so that a view corridor to Lake Washington bisects the site. f) Public access is provided to water and/or shoreline areas: The shoreline of Lake Washington is opened to the public, by means of a promenade, for the first time since the site was developed for the Shuffleton Steam Plant in 1929. The promenade will be a continuation of a trail through Gene Coulon Park. g) The plan provides distinctive focal points such as public area plazas, prominent architectural features, or other items: Numerous courtyards and plazas, with appropriate landscaping have been designed as focal points. h) The plan assures adequate access to public streets: Sidewalks and crosswalks will be provided as access to public streets, both on-site and approaching the project. i) The plan accommodates and promotes transit, pedestrian, and other alternative modes of transportation: Linkages to public transportation systems, incentives for alternate modes of transportation, and features such as secure bicycle parking and close-in parking for van pools and car pools will be included in Transportation Demand Management Plans with Level I Site Plan Review. . Southport Level II Site Plan Review LUA99-189, SA-A, SM Attachment 'C' Page 10 of 10 C. Decision: The Southport Level II Site Plan Review(LUA99-189, SA-A) is approved. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: July 18, 2000. SIGNATURES: 2 . , '7 /5 CO �_ Jana ,anson,Zoning Administrator date Land Use Action Appeals APPEAL: This administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14 day appeal period (RCW 43.21.C.075(3);WAC 197-11-680). An appeal to the Hearing Examiner is governed by Title IV, Section 4-8- 11.B,which,requires that such appeals be filed directly with the Hearing Examiner. Appeals must be made in writing on or before 5:00 PM on August 1, 2000. Any appeal must be accompanied by a $75.00. Specific requirements for the appeal process may be obtained from the City Clerk's office. ;y . 4 '4 CITN )F RENTON NA s`*, Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August,2, 2000 • Mr. Rex Allen SECO Development 10843 NE 8th Street, Suite 200 Bellevue, WA 98004 SUBJECT: Southport Level 2 Site Project No. LUA-99-189,SA-A,SM Dear Mr. Allen: This letter is to inform you that the appeal period has ended for the Administrative Site Plan Approval for the above-referenced project. No appeals were filed. This decision is final. If you have any questions, please feel free to contact me at(425)430-7382. For the,Director of Development Services, -5:124 . Elizabeth.Higgins,AICP Senior Planner cc: Parties of Record FMNAI 1055 South Grady Way-Renton,Washington 98055 • _ €>€€> IT' Oiiiiii+QC »»> >»:> »>'> >> > < ><»<:> `:> > ><>'> : >` > > > »»> ><:<:::ii .. » ><CURRENTPE NNING iDIVESI ;:.;:.:::.::::::.:.::..:...:.::::.:::.:::::::.....:..:.:.:...:....:::::::::.:..:.. iiiiiiiiiiiiiiiiiiiiiiiiiii iiiiii > >::: On the 19: day of 1 1„l , 2000,-I deposited in the mails of the"United States, a sealed . 'envelope-containing IAA,vit,A;strafiue_ Apprboal documents:-.Thisinformation.was sent to: Name Representing S (o D.c' wIby mi.Ai- App1iea.A4- c.1n ou l Chi v;Sf , °w vu.r PG V h.? s of ee Lo/d /10.01(,-it 5 (Signature of Sender) at,44, STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that.l know or have satisfactory evidence that -e- t2 66i,c c_c.u— signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated• LI -ALL• ••, MARI N KAMCHEF ► No ary Public in d for the State of Washi • �. . NOTARY PUBLIC Notary (MARILYNKAMCHEFF � { STATE OF WASHINGTON COMMISSION EXPIRES My app g irr EXPIRES:6-2943 JUNE 29, 2003 • Project Name: L-eve l 2 S Project Number: LUA to q°I — I Rc1 5 A-fl 1 S►\ NOTARY2.DOC Ms. Donna Berringer Mr. Mark Baldridge Mr. & Mrs. Dale Hall • 429 Windsor Way NE Ms. Tina Lundy 468 Bronson Way NE Renton,WA 98056 426 Windsor Way NE Renton, WA 98056 Renton, WA 98056 Mr. & Mrs. Scott Harris Mr.Wayne Jensen Mr. Michael Dolleman 428 Windsor Way NE 424 Windsor Way NE 422 Windsor Way NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Mr. Kevin Fosnaugh Ms. Janette Waller Mr. Jessie DeRossett 423 Windsor Way NE 433 Windsor Way NE 504 Windsor Way NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Mr. & Mrs. Mark Szender Mr. Ernest Antin Mr. Clarence Gray 506 Windsor Place NE 508 Windsor Place NE 558 Windsor Place NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Ms. Konnie Brand Ms. Linda Leathley Ms. Beth Carver 574 Windsor Place NE 561 Bronson Place NE 550 Bronson Way NE Renton, WA 98056 Renton,WA 98056 Renton, WA 98056 Ms. Carrie Martinson Ms. Jeanette Kelley Mr. Robert Stephens Mr. DJ Sweeney 512 Harrington NE 431 Windsor Way NE 425 Windsor Way NE Renton, WA 98056 Renton, WA 98056 Renton,WA 98056 Ms. Barbara Keaton Mr. Steven Passantino Ms. Joan Salo 435 Windsor Way NE 434 Windsor Way NE 430 Windsor Way NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Mr. Robert Vinyard Ms. Jackie Lewis Mr. Frank Phillips 427 Windsor Way NE 408 Windsor Way NE 456 Bronson Way NE Renton, WA 98056 Renton,WA 98056 Renton, WA 98056 Mr. Del Phillips Resident Mr. Torn Walther 464 Bronson Way NE 472 Bronson Way NE 501 Bronson Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 7/19/00 PARTIES OF RECORD/LUA99-189/SOUTHPORT Ms."Helen Chodykin Ms. Brenda Merriman Mr. Joseph Regan 508 Bronson PI. NE 554 Bronson Way NE 562 Bronson Way NE Renton,WA 98056 Renton,WA 98056 Renton, WA 98056 Mr. Paul Aasand Mr. Michael Laughlan Mr. Charles Church 521 Bronson Way NE 455 Bronson Way NE 432 Bronson Way NE Renton, WA 98056 ' Renton, WA 98056 Renton, WA 98056 Mr. Ken Wong Mr. & Mrs. Rick Mazzafero Mr. Tom Stephenson 412 Windsor Way NE 454 Grandey Way NE 408 Grandey Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 Ms. May Ryan Ms. Marian Tigner Mr. & Mrs. Stuart Avery 410 Windsor Way NE 355 Bronson Way NE 401 Grandey Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 Ms. Margaret Helms Ms. Marlene Jensen Ms. Julia Dods 403 Grandey Way NE 407 Grandey Way NE 409 Grandey Way NE Renton, WA 98056 , Renton, WA 98056 Renton, WA 98056 Ms. Tessie Ganaban Mr. Sam Podness Mr.Tom Williams 411 Grandey Way NE 458 Grandey Way NE 357 Bronson Way NE Renton,WA 98056 Renton,WA 98056 Renton, WA 98056 Mr. Lawrence Krall , Mr. & Mrs. Jeffrey Reich Ms. Crystal Farnsworth 405 Grandey Way NE 478 Grandey Way NE 2307 NE 4th, F106 Renton, WA 98056 Renton,WA 98056 Renton, WA 98056 Mr.Todd Morris Ms.Veronica Maxey-Suhr Mr. Donald Horton 501 Grandey Way NE 469 Grandey Way NE 512 Grandey Way NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Ms. Susan McKeeth Ms. Sharon Jury Mr. Bob Fialla 509 Grandey Way NE 529 Grandey Way NE 510 Grandey Way NE Renton,WA 98056 Renton, WA 98056 Renton, WA 98056 7/19/00 PARTIES OF RECORD/LUA99-189/SOUTHPORT Mr.-Ricardo Lopez Ms. Marlene Harper Ms. Cynthia Landry 552 Bronson Way NE 574 Bronson Way NE 410 Grandey Way NE Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 Mr. Jim Crestanello Mr.Terry Millsey Mr. Bob Fahl 404 Grandey Way NE 462 Grandey Way NE 1600—7th Avenue, Room 3211 Renton,WA 98056 Renton,WA 98056 Seattle, WA 98191 Mr. Gerry Marsh Mr. Michael O'Halloran Mr. Larry Christian 437 Williams North,#107 Deutsch Industrial Products Div. 9856 Rainier Avenue South Renton,WA 98055 4420 SE 4th Street Seattle, WA 98118 Renton,WA 98059 Mr. Rex Allen Mr. Michael Christ SECO Development; Southport, LLC 10843 NE 8th St., Suite 200 10843 NE 8th St., Suite 200 Bellevue, WA 98004' Bellevue, WA 98004 7/19/00 PARTIES OF RECORD/LUA99-189/SOUTHPORT :: :{n,T:; CITA '3F RENTON sal/ a Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • July 19, 2000 SUBJECT: SOUTHPORT LEVEL 2 SITE PLAN(LUA99-189,SA-A,SM) Dear Agency Staff: A Final Supplemental Environmental Impact Statement(FSEIS)and mitigation document was issued for the Southport Planned Action in September 1999. Ordinance#4804 was adopted by the City Council in October 1999,designating a Planned Action for the 17-acre Southport site. In April 2000,the City of Renton Development Services Division Administrator determined that the Southport Level 2 Site Plan was consistent with both the range of plan alternatives that were evaluated in the EIS and with the development levels or parameters as specified in the Planned Action Ordinance. Enclosed is the documentation of the Development Services Division Administrator's approval of the Level 2 Site Plan Review. This review was based on Level 2 Site Plan Review Criteria,with Center Office Residential(COR)Zone Review Criteria,pursuant to Renton Municipal Code Section 4-9-200E. If you have any questions regarding this action,please contact me at(425)430-7382. Sincerely Elizabeth River Higgins,AICP Senior Planner 1055 South Grady Way-Renton,Washington 98055 :: This paper contains 50%recycled material,20%post consumer • ►,'` ;f. ' `-4fr Cr .V OF RENTON 11:1f( Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 2, 2000 Mr.Rex Allen SECO Development Company 10843 NE 8th Street, Suite 200 Bellevue,WA 98004 SUBJECT: SOUTHPORT LEVEL II SITE PLAN PROJECT NO.LUA-99-189,SA-A,SM Dear Mr.Allen: The City of Renton, on April 5, 2000 issued a determination approving the Southport Level II Site Plan(File No. LUA-99-189,SA-A, SM). A 14-day appeal period commenced, ending on April 19, 2000. No appeals of this administrative decision were filed, and the decision is considered to be final. You may now proceed with application for the Level I Site Plan Review for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II Site Plan. Building permits may not be issued until approval of the Level I Site Plan. Please feel free to contact Elizabeth Higgins,Project Manager,at(425)430-7382 should you require additional information. Sincerely, tC441eAAAAA-i i er enning Principal Planner cc: Jana Hanson Elizabeth Higgins Document2\cor 1055 South Grady Way-Renton, Washington 98055 C• This paper contains 50%recycled material,20%post consumer .tsl�jsd'tl•�sa= �yy 1999 "s`Illj . Oy r STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office, 3190 - 160th Ave S.E. • Bellevue, Washington 98008-5452 • (425) 649-7000 • May 5, 2000 Rex Allen SECO Development 10843 NE 8d' Street - Suite 200 Bellevue, WA 98004 Dear Mr. Allen: Re: City of Renton Substantial Development Permit LUA99-189, SA-A Department of Ecology Permit# 2000-NW-40003 SECO Development - Applicant The subject permit for mixed-use development along the shoreline of Lake Washington was received on April 11, 2000. The additional information received on May 3, 2000 satisfies the Department of Ecology's request for more information. May 3rd will be the filing date of the permit. The development authorized by the subject permit may not begin until the end of the 21-day appeal period, May 24, 2000. The Shorelines Hearings Board will notify you by letter if this permit is appealed. If this permit is not appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, P.' 2‘,4Q‘ Robert J. Frit n Shorelands and Environmental Assistance Program RF:rf cc: Elizabeth Higgins - City of Renton .. t CITY 1F RE TON Planning/Building/Public Works Department Jesse Tanner,Mayor • Gregg Zimmerman P.E.,Administrator , May 3,2000 KY Su - - -- Department of Ecology Northwest Regional Office 3190— 160th Avenue SE Bellevue,WA 98008-5452 Re: Southport Level 2 Site Plan,LUA99-189, SA-A Department of Ecology Shoreline SDP#2000-NW-40003 Dear Mr. Su This letter is written in response to Ms.Marcia Geidel's letter of May 1, 2000,requesting additional information. I trust that this correspondence will address her,and your,concerns regarding the Southport Shoreline SDP.The City of Renton has designated Southport is a Planned Action site(approved by the City Council October 11, 1999). Under RCW 43.21C.031, GMA cities may designate a"planned action."A Planned Action,by definition(WAC 197-11- 164(b),(bii),and(f)),has "had the significant environmental impacts adequately addressed in an EIS prepared in conjunction with ...a master planned development...and is consistent with a comprehensive plan adopted under chapter 36.70A RCW." The Southport project meets the criteria of a Planned Action. As you know,the primary purpose of a Planned Action is to address the environmental impacts "up front,"during the planning process,rather than later,at the permit application stage.The purpose of this is to ensure that detailed design reflects the environmental review. Additionally, the intention is to avoid jurisdictional duplication of review. The Southport project was extensively reviewed for environmental impacts in the"Southport Development Planned Action Draft Supplemental Environmental Impact Statement,"June 1999, and"Final Supplemental Environmental Impact Statement,"September 9, 1999. It is my understanding that the .. Department of Ecology was involved in that review. The City of Renton developed a Mitigation Document based on the Final SEIS. Neither the adequacy of the Mitigation Document nor the Final SEIA were appealed and they have subsequently been adopted. Both of the issues Ms. Geidel raised, setbacks and building height as it relates to views,were extensively studied in the SEIS. The following is a summary of those issues: 1. Setbacks from Ordinary High Water Mark. Building `B' is intended for residential,retail, and parking uses. The west side of the building,facing Lake Washington,is within the setback area for commercial uses. The location of the commercial use in Building `B', ' however,is on the east side of the building,adjacent to the street,and therefore is beyond the minimum setback for commercial uses. The residential uses face the water. The thirty-five foot(35')setback for this building exceeds the minimum setback for residential uses,twenty- five feet(25'),and ensures that the commercial/retail use is beyond the commercial use setback area. . 1055 South Grady Way-Renton,Washington 98055 OQ This caner contains 50%recycled material.20%oast consumer KY Su Bellevue,WA 98008-5452 May 3,2000 Page 2 2. , Building Height. The City of Renton Shoreline Master Program specifically does not regulate buildings below seventy-five feet(75')in height(SMP.4.04.021). The definition of "high-rise"building is, "a structure exceeding.seventy-five(75)feet in height"(SMP 9.20). Regardless,extensive view impact studies from various points in the city were completed as part of the SEIS (see attachments). The project is not adjacent to,nor near,residentially zoned areas or areas of current residential use(see zoning maps included herewith). While it is likely that views from areas of the city that are at higher elevations will be affected,there will not be any views from residential areas or public areas obstructed. As an aside,it should be noted that the Shuftleton Plant that will be demolished for this project, currently stands at approximately 135' (with 90' building height). The City of Renton believes public benefits from this project are many.The industrial nature of the property,now paved and void of landscaping,will be completely changed in character through its conversion from industrial use. The project will provide open space,a waterfront promenade, and public access to the shoreline of Lake Washington(the property has been closed to public access). The trail easement that will be provided by the Southport developer offers the opportunity to link the Gene Coulon trail with a trail across the Boeing property to the west. Without this access the Lake Washington waterfront trail would be discontinuous. The conversion of the property from industrial use to job-generating and residential land uses would help,to a significant degree, meet the City's employment and housing targets for its forecasted population increases. I hope this letter has clarified the issues raised in Ms. Geidel's letter. Please contact me at 425- 430-7382,if you have additional questions. Sincerely Elizabeth River Higgins,AICP Senior Planner Enclosures Copy to: Ray Hellwig Gregg Zimmerman Sue Carlson Plan B would include public open space in various forms on the site intended to create a pedestrian friendly community. A 35-foot wide boardwalk promenade would be provided along the lake edge allowing for a pedestrian connection to trails in Gene Coulon Park and access to Lake Washington. A public waterfront plaza, plazas along the main roadway, and public courtyards throughout the site would be provided. Approximately 4.2 acres (29 percent) of the site would be in open space. A setback between proposed residential buildings and the park boundary of approximately: 10 feet for Building B and approximately 30 feet for Building C, would be provided. The existing park trees and shrubs along the western boundary of the park would provide additional buffering between the park and proposed uses on the site. Views to the Site Much of the Southport development would be visible from surrounding properties and adjacent roads and highways. Representative views to the site, illustrating redevelopment at buildout, are shown in Figures 17 through 20. As explained under Affected Environment, views depicting the redeveloped site were chosen to represent primary viewer groups, and locations where public views could be most affected. Views depicting the redeveloped site from Mercer Island and north of Gene Coulon Park were not provided because of their distance from the site, and the fact that other views depicting the redeveloped site provide a closer, more representative view. A developed view from the Cedar River Trail is not provided because there is no view of the site from this location. Because the specific architectural details of the building facades have not been determined at this time, the post-development illustrations are not intended to depict distinct building features. For example, building design would likely include some degree of modulation, variation and interest, particularly the residential buildings (i.e. decks, patios, awnings and varied design). The intent of the illustrations is to show the proposed building locations and heights and how they would generally appear from various viewpoints, not potential design parameters. Figure 17 illustrates the view from the hillside east of the site, directly east of 1-405. From this elevated view, the three office buildings (Buildings 1, 2 and 3) would appear as a continuation of the building mass of the Boeing plant. From this viewpoint, however, the office buildings would appear to be lower than the Boeing assembly building. Existing views to the lake and hillside to the west would not be blocked by proposed building development. Figure 18 depicts a typical view from the central portion of Gene Coulon Park. The view of the site would be substantially changed from the existing condition. From this viewpoint, the residential building towers along the shoreline (Buildings A and B) would be fully visible, with the top one-third of the office buildings visible above the residential buildings. A portion of the residential Building C along the park boundary would also be visible. From this viewpoint, the visible buildings would appear as one continuous building mass, with no views afforded through the buildings. The on-site buildings would generally appear as a continuation of the building mass of the Boeing plant. Southport Development Planned Act/on Aesthetics,Light and Glare Draft Supplemental EIS 3-155 • . ..:.. .........::.:. ..�,...•....,....:w.„r..a':l....,,...t....<;..:,..",d.•:",..t'.•.<,t,...<., ,,.t,;,,,.;,.,...,.,.._..,,rr...:,.a,,'.',,",.,,s.,. .E><,.>.;,.'r•?r a,»r.:.,tE"."A.t..:..„.,.;ii°,<;+. 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'ts>,'"...:':•'.:-'.:'IP...:.if:ss'is.:','.‘.../.•••.! *".''.'" ' k../..";...y..;.',7",.:F.:T.4,!sv,i.q4....„,..?M`i k.*'4'.....k.ks...?;:;.::cr.:.,.,..;,.....,f...,..;:5:;,.....5•;,. .):::.e.."...x.,.r..,....s,:.:3•22,ALs.;: ..,'4:',' "...":;,:4's:,6:',':':'•‘.5..%.f,!s•ss.,.:,,si.1.,"!:i'.,'‘..`..''''',..'s.',•:....:':.,'!-.5.•••".,.'•:',,,s-," ';,....st".''f.,'.''.':,' ''•"-s''s•-•'"".• ` ' '' Source: Nakano Associates • Figure 20 Southport Development Huckell/Weinman Associates, Inc. Planned Action View from Park Ave. Plan B Figure 19 depicts a typical view from the children's playground area in Gene Coulon Park. From this viewpoint, the existing open area immediately west of the children's playground area would be replaced with a five-story residential building (Building B). The 50-foot high building towers associated with Building B would be located approximately 10 feet from the park boundary and would significantly affect the visual character of the immediate area. The existing trees along the western park boundary would provide some screening of the proposed buildings. Emergency access to the, east side of the development is proposed to be provided via the existing drive aisle in the Park parking lot immediately to the east. Alternatively, a fire lane could be constructed adjacent to Building C. This optional fire lane along the east side of Building C could encroach upon the drip line of some of the trees and their ability to retain water could be impacted (implementation of arborist recommendations limiting:intrusions within the drip line would help to ensure the long-term survival of the trees - refer to,the MITIGATION section for more detail). Because the majority of the existing park vegetation is deciduous, a clearer view of the site buildings would be afforded during the winter months. Figure 20 illustrates a typical view of the proposal from Park Avenue south of the site. The most visible elements of proposed redevelopment from this viewpoint would be the three office buildings and residential Building C. The buildings on the site would generally appear as one continuous building mass with no view through the site afforded. The proposed buildings on the site would appear similar in size to those of the Boeing plant to the west. However, because there would a gap between the on-site buildings and the Boeing plant, site buildings would not appear as .a continuation of the Boeing buildings. The existing trees along the southern boundary of the Puget Sound Energy property would provide some screening of the proposed buildings. Because the majority of this vegetation is deciduous, a clearer view of the site buildings would be afforded during the winter months. Shading Conditions Diagrams illustrating the shading conditions at the Gene Coulon Park children's playground area with redevelopment under the preliminary Conceptual Master Plan (Plan B) are provided in Figures,21 through 28. Figures 21 and 22 illustrate the shading conditions with proposed buildings at 12:00 noon and 2:30 p.m. during the winter solstice, respectively. At noon (Figure 21), shading under proposed building development would be similar to existing conditions. At 2:30 p.m., shade cast by the residential building located directly west of the play area (Building B) would be greater than under existing conditions (currently shades approximately 50 percent of the play area) and would shade almost the entire play area. Again, this is the time of year when the park receives its least use and the sun is out the least. During the winter solstice, some additional shading of the grass lawn area surrounding the playground would occur, which could limit grass growth and increase the potential for moss intrusion. Figures 23, 24 and 25 illustrate the shading conditions with proposed buildings at 12:00 noon, 2:30 p.m. and 5:00 p.m. during the spring and fall equinox (March 21 and September 21). Sou#hport Development Planned Action Aesthetics,Light and Glare Draft Supplemental EIS 3-160 .. , • •....4...V.:,:;•••::..:.:-• • • •'i.,i';.'....'(7,t1...TV•..•••"'•,.... • . .. . - ,• •••,•:•••1,41,.,...44,:'.;{54 ,..., ., -••,• . .•e;',"4• .%).•4:::•';•••••"' • • , • _ i.e., .-.''...--:: :•......:... . • _ • •••••••..... .. • ______--- _ * — • CI • . . 7 / . . . . ...-...-._.„.....-_- • '7- • .... ........--11...' . . . . .__._________. • ...... ... . .. _ - . \ \ \ \ • . • \ \ . . • \ . -.1- • . I . /.. . . • . I . . 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P/ ,� *4/1 5 T23N R5E W 1/2 Z►Y.o- 12/02/99 STATg nri OF pT o� \ PF'/FLOPMEN ®PLANNING e• 4 7'l�iV 1®N :'1 MAY 0 5 2000 1899 STATE OF WASHINGTON RECEIVED DEPARTMENT OF ECOLOGY Northwest Regional Office, 3190- 160th Ave S.E. • Bellevue, Washington 98008-5452 • (425) 649-7000 May 1, 2000 Elizabeth Higgins, Planner City of Renton Planning%Building/Public Works Dept. 1055 South Grady Way Renton, WA 98055 Dear Ms. Higgins, Re: City of Renton Permit—LUA99-189, SM SECO Development—Applicant Department.of Ecology Shoreline SDP #2000-NW-40003 This office:received the above-referenced permit on.April 11, 2000...Unfortunately, the permit was incomplete per the;requirements of WAC 173-27-130.Filing with department (of Ecology),;as noted below: :. 1.) The Shoreline Master Program, paragraph 7.05.02, setbacks states: A commercial building should be located no closer than fifty (50) feet to the ordinary high water mark; however the Land Use Hearing Examiner may reduce this requirement through the variance process for good reason for those structures that allow public access to and along the waters edge. Regarding the proposed mixed use Building B (residential/retail/parking garage), what is the rationale or justification for allowing commercial development within 35 feet of the ordinary high water mark without a variance? 2.) RCW 90.58.310 height limitation respecting permits states: No permit shall be issued pursuant to this chapter for any new or expanded building or structure of more than thirty-five feet above average grade level on shorelines of the state that will obstruct the view of a substantial number of residences on areas adjoining such shorelines except where a master program does not prohibit the same and then only when overriding considerations of the public interest will be served. . • • ,The Renton Shoreline Master Program paragraph 4.04.02, L states: High-rise structures in the shoreline jurisdiction generally should not be permitted but. , -could be permitted in the shoreline jurisdiction if: 1. Views of the shoreline would not be substantially obstructed due to topographic.conditions, and 2. Some overriding considerations of public interest would.be served. •MST C) •r Page 2 City of Renton May 1, 2000 What is the rationale or justification for allowing buildings over 35 feet high on this shoreline area? Was analysis done that shows these proposed buildings do not obstruct views of a substantial number of residences and that this action will not override considerations of the public interest to be served? Please send us the requested information on or before May 22, 2000 (today's date plus 21 days). Please note that the permit is void until there is a complete filing. If you have any questions,please do not hesitate to call me at (360)407-6322. Sincerely, Marcia Geidel • Shoreline Planner Shorelands and Environmental Assistance Program CC: SECO Development « > ''> >< < < < < <'> `<> R.U'�. . .. .....IVF,�k . . ....:.. On the►zDH=' day of {-1-pa-t , 2000,1 deposited in the mails of the United States, a sealed envelope containing SInov'zlone pe vv,ct- documents. This information was sent to: Name Representing t›Hat. o, -01o9 U }ptN��a I Gone) ..L. R agile SE-CO Qevelop►v��►�C rv\ c L OrCAASitSt- S EZO (Signature of Sender) Siv cb STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence tha PrrA,MA J , . signed this instrument and acknowledged it to be his/her/their free and voluntary act for t uses and purposes mentioned in the instrument. Notary Public i and for the State of Was gton NOTARY PUBLIC IATE OF WASHINGTON Notary (Print)MARILYN KAMCHEFF Lt/MMtSSION EXPIRES My appointmeMt RI INTMENT EXPIRES*6,29.03 : JUNE 29,2003 Project Name: Sou-ORpov--t ueA Z S Ee PI n Project Number: LUA . , , Srv\ . NOTARY2.DOC I \ CITY OF RENTON SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION NO.: LUA99-189, SA-A, SM DATE RECEIVED: December 27, 1999 DATE OF PUBLIC NOTICE: February 17, 2000 DATE APPROVED: April 7, 2000 DATE DENIED: NA TYPE OF ACTION(S): [X] Substantial Development Permit [ ] Conditional Use Permit [ ] Variance Permit APPLICANT: SECO Development PROJECT: Southport Level 2 Site Plan LEGAL DESCRIPTION: Attached separately to report. SEC-TWNP-R: Section 8, Township 23 North, Range 5 East, W.M. WITHIN SHORELINES OF: Lake Washington APPLICABLE MASTER PROGRAM: City of Renton shoreline permit.doc City of Renton P/B/PW Department &,uitine Substantial Development Permit Page 2of3 DEVELOPMENT DESCRIPTION: The applicant, SECO Development, requests Level 2 site plan approval and approval of a Shoreline Substantial Development Permit for the Southport Development. The subject site is the location of the former Puget Sound Energy Shuffleton Steam Plant, which has now been decommissioned and would be demolished under the proposal. The Southport Development is a Planned Action and an Environmental Impact Statement (EIS)was prepared on the preliminary conceptual master plan. The EIS also evaluated potential impacts of Comprehensive Plan map and text amendments and a concurrent rezone of the site from Heavy Industrial (IH) to Center Office Residential-3 (COR-3). The Renton City Council adopted the Comprehensive Plan and zoning changes after completion of the EIS process in October 1999. The Level 2 site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story, 220 room hotel above one level of parking (220 parking stalls), two residential buildings with 4-stories of residential units (includes a total of 395 residential units) above two levels of parking (682 parking stalls), and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total of approximately 720,200 square feet. At least two restaurants and specialty retail would be included with the hotel and office buildings, with a total area of approximately 40,000 square feet. The City has determined that the Level 2 site plan proposal is consistent with the plan alternatives that were evaluated under the EIS. Therefore, no additional SEPA environmental review is required for the proposed Level 2 site plan. Approval of the Level 2 conceptual master site plan would vest the project under current zoning. A more detailed, Level 1 site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level 2 site plan. Building permits may not be issued until approval of the Level 1 site plan and the end of the 21 day appeal period for the Shoreline Substantial Development Permit. The subject site is located in the Urban Environment designation of the Shoreline Master Program. Special Use Regulations of the Shoreline Master Program require a minimum 25 foot setback from the ordinary high water mark for residential development and a 50 foot minimum setback for commercial development. The mitigation document adopted for the Southport Planned Action requires a minimum building setback of 35 feet from Lake Washington. The Level 2 site plan proposal includes a 35 foot setback for the residential building (Building iB) and a 50 foot setback for the commercial hotel building (Building A). The proposed setbacks comply with City shoreline regulations, zoning requirements, and mitigation measures imposed through the EIS process. The existing waterfront consists of a concrete bulkhead across the entire site frontage along Lake Washington. The depth of the water at the bulkhead varies from approximately 6 feet at the eastern end to approximately 14 feet at the western end and the top of the bulkhead is 2 to 3 feet above the Ordinary High Water Mark. No work is proposed beyond the bulkhead on the water side. Existing docks, piles and dolphins would remain. No demolition or removal of over-water or in-water structures are proposed. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park, a City park adjacent to the north of the subject site. The site plan also indicates two view corridors across the site to Lake Washington. The Shoreline Substantial Development Permit applies to the entire Level 2 master site plan. Individual phases of the plan (Level 1 site plan) would not require additional shoreline permits, unless substantial changes are proposed. shoreline permit doc • City of Renton P/B/PW Department S,,v.ine Substantial Development Permit Page 3 of 3 The following section/page of the Master Program is applicable to the development: Section Description Page 4.04 Public Access Element page 19 5.04 Urban Environment page 25 6.03 Use Compatibility and Aesthetic page 26 7.05 Commercial Development page 31 7.14 Residential Development page 40 The Shoreline Substantial Development permit is granted pursuant to the Shoreline Management Action of 1971 and Chapter 90.58 RCW pursuant to the following conditions: 1. The applicant shall record a public access easement for public access to the promenade along Lake Washington. The access easement shall connect to Gene Coulon Park. The easement shall be subject to the approval of the Development Services Division and City Attorney prior to recording. The easement shall be recorded prior to issuance of building permits. 2. The issuance of a license under the Shoreline Management Act of 1971 shall not release the applicant from compliance with federal, state, and other permit requirements. 3. A construction permit shall not be issued until after a twenty-one (21) day appeal period that commences with the filing of the Shoreline Substantial Development Permit with the State Department of Ecology(DOE). 9/7/o6 Znin B ildin / blic'jogrksinistrator Date Pla / g shoreline permit.doc LEGAL DESCRIPTION NEW LOT B THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, COUNTY OF KING, STATE OF )1. WASHINGTON, AND ALL THOSE PORTIONS OF LN(E WASHINGTON SHORE LANDS FRONTING THEREON, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: IA COMMENCING AT THE NORTHEAST CORNER Of GOVERNMENT LOT 1, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., SAID POINT BEING THE NORTHWEST �+ CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8; THENCE WESTERLY ALONG THE NORTH UNE OF SAID GOVERNMENT LOT 1 AND SUCH LINE PRODUCED WESTERLY 959.35 FEET, TO THE WESTERLY MARGIN OF BURUNGTON NORTHERN RAILROAD COMPANY'S RIGHT OF WAY (FORMERLY NORTHERN PACIFIC RAILWAY COMPANY'S LANE WASHINGTON LINE) AND THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY, ON A CURVE TO THE RIGHT, ON SAID WESTERLY MARGIN OF BURUNGTON NORTHERN RAILROAD COMPANY'S RIGHT OF WAY, THE RADIUS POINT Of WHICH BEARS NORTH 74'38'01' WEST, SAID CURVE HAVING A RADIUS OF 1388.68 FEET, THROUGH AN INCLUDED ANGLE OF 414'26" FOR AND ARC LENGTH OF 102.78 FEET (102.76 CHORD DEF.); THENCE SOUTH 75'44'38" WEST 240.72 FEET; THENCE SOUTH 4651'03" WEST 282.66 FEET; THENCE NORTH 8749'09" WEST 85.74 FEET; THENCE NORTH 43'47'O7' WEST 119.14 FEET; THENCE SOUTH 4643'23' WEST 646.03 FEET, TO THE NORTHEASTERLY LINE OF PARCEL E, AS SHOWN ON CITY OF RFNTrNd LOT LINE AJUSTMENT NO. 004-88 AS RECORDED UNDER KING COUNTY RECORDING NUMBER 8808309006; THENCE NORTH 1434'17" WEST, ALONG SAID LINE, 277.53 FEET, TO A CONCRETE MONUMENT MARKING THE MOST NORTHERLY CORNER OF PARCEL C OF SAID LOT UNE ADJUSTMENT; THENCE NORTH 43'07'33" WEST 718.12 FEET, TO THE INNER HARBOR UNE OF LAKE WASHINGTON SHORE LANDS AS LAID OUT BY THE STATE Of WASHINGTON; THENCE NORTH 4652'27' EAST, ALONG SAID INNER HARBOR LINE, 607.64 FEET, TO A CONCRETE MONUMENT; THENCE SOUTH 43'07'33" E 679.03 FEET, TO A CONCRETE MONUMENT MARKING AN ANGLE POINT IN THE NORTH LINE OF PUGET SOUND ENERGY'S SHUFFLETON COMPLEX AND ON THE NORTH LINE OF GOVERNMENT LOT 1 PRODUCED WESTERLY; THENCE SOUTH 8648'461 E, ALONG THE NORTH LINE OF GOVERNMENT LOT 1 PRODUCED WESTERLY, 761.47 FEET, TO THE V ESTERLY MARGIN OF BURUNGTON NORTHERN RAILROAD COMPANY'S RIGHT OF WAY AND THE TRUE POINT OF BEGINNING. CONTAINING.744,949 SQUARE FEET OR 17.102 ACRES. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 5, 2000 TO: Gregg Zimmerman. P/B/PW Administrator FROM: Peter Rosen, Senior Planner SUBJECT: Southport Level 2 Site Plan — LUA99-189, SA-A, SM Shoreline Substantial Development Permit Attached is the Shoreline Substantial Development Permit for the Southport Level 2 Site Plan. The proposal complies with building setback requirements and policies of the Shoreline Master Program. Staff is recommending a condition to require a public access easement for the promenade along Lake Washington. Other issues may be addressed in the Level 2 site plan review. If you would need any further information please call me. hope to send the permit to DOE by Friday. Thanks. COMCURREiCEDATE 14 /6/co NAME NTIAL/DATE fac ; tt, eni 1/76 IC�YE h L T •. . .CITY 1 E' RENTON ' ` , . .Planning/Building/Public Works De artment • P Jesse.Tanner,Mayor ` : ' - , Gregg•, . , Zimmerman P.E.,Administrator , - ' .April 6, 2000 , . - , SUBJECT: . ,,Southport Level 2 Site Plan (LUA99-189,.SA-A, SM). ' ,Dear-Parties.of Record: ; .. " ; . ' ' We are in receipt of your`petition regarding 'the>Southport,Development. : It.is important to note that there '' -'-. ':was,an extensive. public process associated with :completing the Environmental Impact Statement '(EIS) . for'the;Southport Planned''.Action_: .Public.hearings were conducted for scoping issues to be covered, in . ' the EIS.; for amendments to the Comprehensive Plan and Zoning'Code, and'for adoption of the Planned , • ' Action,'Ordinance_ ;.for':`Southport. Proper: public notification ;was conducted for:all of. these public, hearings. The overall purpose`of the ,hearings'was to-solicit public 'comment at an.'early stage of'the proposed'develop.ment'so'that•citizen.issues:could be addressed•.in'.the conceptual design of the master '. . site plan. 'A.FinalSupplemental Environmental Impact Statement (FSEIS) and mitigation document was issued for the;Southport'Planned Action in September 1999., Ordinance #4804 was,adopted by the City Council in - .October•,1999,designating a':Planned Action ,for. the 17-acre .,Southport site, The,_Ordinance outlines procedures and criteria for evaluating project applications bn the Planned;Action site. . • . -, 'The objective,of doing an'EIS fora Planned Action (suchasSouthport) is,to complete:the environmental ' `•.review:outfront.,on the:ov_erall conceptual.'master'site plan,:and then 'to: allow project applications and ' ',.development' phases to proceed without additional environmental review,. provided the proposed, development is consistent with the plan alternatives and-level,of development that'was analyzed in the EIS process:' -. 4' . .. ' .. . - " . The Director of Development Services has determined;that the project:application is•consistent with the, .'plan-alternatives analyzed' in .the EIS,and the development levels 'or parameters as;specified in the • • Planned ',Action .:Ordiinance,• Therefore, :the project application -does ,not require ,additional. ,SEPA ' environmental review and may'"proceed'.to the: site,plan review"_process Further documentation in ; • -,-support of the Director's decision'is available'from the Developme nt;Services Division located in Renton :. . ' City Hall. . -The Director's determination'of the project'application as.a Planned'Action.is an administrative decision: , '-'Administrative decisions'may be:appealed.within 14 days:of the date of the decision.' The appeal period for this decision ends on or before-5`.00 PM April 19, 2000: 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.- - ' Elizabeth.Higgins, a Senior,Planner with-the City'of Renton Development Services Division, is assuming . project'manager-responsibilities for.the Southport Development: .If.you•have further questions;.she,can :' , be contacted at (425)430=7382: . Sincerely, - G2-460:- ...'"Ee'_'-'-'.1. ' ' . , ,, , ., , .. - . Peter Rosen ' Senior;Planner/Project'Manager " „ ' - . - - • 1055 South Grady Way-Renton,'Washington 98055 , . . ,.. • , " " :.1 This paper contains 50%recycled material,'20%post consumer winink CITY ►F RENTON r4, Planning/Building/Public Works Department ammo 4N05,. Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 7, 2000 SUBJECT: Southport Level 2 Site Plan (LUA99-189, SA-A, SM) Dear Agency Staff: A Final Supplemental Environmental Impact Statement (FSEIS) and mitigation document was issued for the Southport Planned Action in September 1999. Ordinance #4804 was adopted by the City Council in October 1999 designating a Planned Action for the 17-acre Southport site. Enclosed isl!documentation of the City's designation of the Southport Level 2 Site Plan as consistent with both the range of plan alternatives that were evaluated in the EIS and with the development levels or parameters as specified in the Planned Action Ordinance. The Planned Action designation by the Director reflects a decision that adequate environmental review was completed under the EIS and further SEPA environmental review of the Level 2 Site Plan is not required, pursuant to RCW 43.21 C.031(2)(a). Elizabeth Higgins, a Senior Planner with the City of Renton Development Services Division, is assuming project manager responsibilities for the Southport Development. If you have any questions, she can be contacted at (425) 430-7382. Sinc ely, Peter Rosen Senior Planner/Project Manager PSc yaa,m st - • 1055 South Grady Way-Renton,Washington 98055 Asa n. - . Attachment A DESIGNATION OF A PROJECT APPLICATION AS A PLANNED ACTION DECISION DATE: April 4, 2000 Project Name: Southport Level 2 Site Plan Applicant: Michael Christ SECO Development Southport, LLC 10843 NE 8th Street, Suite 200 Bellevue, WA 98004 Owner: Same as applicant Contact Person: Rex Allen SECO Development 10843 NE 8th Street, Suite 200 • Bellevue, WA 98004 File Number: LUA-99-189, SA-A, SM Project Manager: Peter Rosen Project Description The applicant, SECO Development, requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development. The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story, 220 room hotel above one level of parking (220 parking stalls), two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls) that includes a total of 395 residential units, and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park, a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance, signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection, and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. Project Location: 1101 Lake Washington Boulevard North Site Area: Approximately 17 acres Planned Action Review Criteria. 1. The Director of Development Services, or the Director's designee, is authorized to designate a project application as a Planned Action pursuant to RCW 43.21C.031(2)(a), if the project application meets all of the following conditions: a) The project is located on the subject site as described in Section III.A., or is an off-site improvement directly related to a proposed development on the subject site;and, i'he Southport Level 2 Site Plan applicau:m, (LUA99-189, SA-A), is located on the site described in Section III.A. of Ordinance#4804. This site is commonly referred to as the Shuffleton Steam Plan site. This site was analyzed by the EIS documents for the Southport Planned Action. b) The project Is consistent with the Renton Comprehensive Plan adopted under RCW 36.70A;and, The City Council amended the Comprehensive Plan Land Use Map for the subject site from Employment Area - Industrial (EAI) to Center Office Residential (COR) with Ordinance #4796, adopted October 25, 1999. The Southport Level 2 Site Plan is consistent with the COR Comprehensive Plan designation and policies, including the policy amendments adopted in 1999. c) The project's significant environmental impacts have been adequately addressed in the SEIS;and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) is consistent with the development ranges analyzed for the plan alternatives under the EIS documents for the Southport Planned Action (See Attachment B, Planned Action Thresholds). Therefore, the significant environmental impacts associated with the Southport Level 2 Site Plan application (LUA99-189, SA-A) have been adequately addressed in the SEIS. d) The project complies with the Planned Action Thresholds in Section 111.D of this Ordinance;and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) complies with the Planned Action Thresholds listed in Section III.D of Ordinance #4804. Attachment B provides an analysis of the proposed project's consistency with the Planned Action Thresholds. e) The Director has determined that the project's significant impacts have been mitigated through the application of the Mitigation Document in Exhibit A, as well as other City requirements and conditions, which together constitute sufficient mitigation for the significant environmental impacts associated with the proposed project;and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) is consistent with the Planned Action alternatives that were analyzed in the EIS documents. Therefore, the adopted Mitigation Document, as well as other City requirements and conditions constitute sufficient mitigation for the environmental impacts associated with the proposed project. f) The proposed project complies with all applicable local, state and federal regulations, and where appropriate, needed variances or modification or other special permits have been requested; and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) complies with all applicable local, state and federal regulations. Needed variances or modifications have been requested. g) The proposed project is not ate,assk.__:ial public facility. The Southport Level 2 Site Plan application (LUA99-189, SA-A) is not an essential public facility. Decision The Southport Level 2 Site Plan application (LUA99-189, SA-A) is designated as a Planned Action pursuant to RCW 43.21C.031(2)(a), EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: r ii\pA"--, i l/U Jana ansonl oning Administrator date ATTACHMENT B Planned Action Thresholds. 1. Land Use. Subject to the mitigation measures described in Exhibit A, the following land uses and development levels, together with their customary accessory uses and amenities described in the SEIS, are Planned Actions pursuant to RCW43.21.C.031: a) Land Uses. The following uses are the primary uses analyzed under the Proposed Action Alternatives identified in the SEIS: • (1) Office (2) Retail commercial, including restaurants (3) Attached residential dwellings (4) Hotel The Southport Level 2 Site Plan application (LUA99-189, SA-A) includes office, retail commercial (including restaurants), attached residential dwellings, and a hotel as primary uses. Therefore, the proposed primary uses are consistent with the primary uses that were analyzed under the proposed action alternatives in the SEIS on the Southport Planned Action. b) Land Use Review Threshold. The Planned Action designation applies to future development proposals which are comparable to or within the range established by SEIS Proposed Action Plans A, B, and C as shown below: Use/Height Plan A Plan B Plan C Multifamily Residential Units 543 581 377 Retail Area in Sq. Ft. 38,000 38,000 30,000 Commercial Area in Sq. Ft. 500,000 750,000 500,000 Hotel Area in Sq. Ft. (rooms) N/A N/A 115,800(220) If future proposed plans exceed the maximum development parameters reviewed, supplemental environmental review may be required under SEPA Rules. If proposed plans significantly change the location of uses in a manner which would negatively affect land use compatibility (for example, move commercial and office uses in such a manner that they would not buffer residential uses from the nearby manufacturing uses), additional SEPA review would be required. The Southport Level 2 Site Plan application (LUA99-189, SA-A) proposes the following levels of development: Multi-family Residential Units - 394 units Retail Area- 30,000 sq. ft. Restaurant- 10,000 sq. ft. Commercial Area (office) - 720,205 sq. ft. Hotel Area- 220 rooms, 105,600 sq. ft. The development levels proposed under the Southport Level 2 site plan do not follow the development parameters of any single alternative proposed action plan analyzed by the EIS documents. However, the development levels are consistent with the maximum development parameters included in the full range of the three alternative action plans, except as noted below. The Level 2 site plan proposes 30,000 square feet of retail aria a 10,000 square foot restaurant. Restaurants were included in the retail commercial component of the EIS alternatives with a maximum development level of 38,000 square feet. The Planned Action Ordinance (#4804) states that supplemental environmental review may be required if proposed plans exceed the maximum development parameters reviewed under the SEIS. However, the increase of 2,000 square feet represents only a 5% increase over the 38,000 square feet that was previously reviewed in the SEIS. The site plan ordinance uses 10% as a threshold for a major modification to an approved site plan. Similarly, the Planned Action Ordinance frequently uses a 10% threshold of change. The 2,000 square foot increase in commercial building area would not result in additional environmental impacts from what was analyzed under the SEIS and is therefore considered a minor change that would not necessitate additional environmental review or revision of the proposed Level 2 site plan. The location of buildings shown on the Level 2 site plan is consistent with the building locations that were analyzed under the Southport Planned Action. Office and commercial retail uses are located along the west property boundary, buffering the proposed residential buildings from the Boeing manufacturing use adjacent to the west of the site. 2. Building Heights and Thresholds: Building heights shall not exceed the maximum heights allowed in the Center Office Residential (COR) Zone. The maximum building heights reviewed in the SEIS are as shown on Exhibit D. In comparison with the building heights reviewed in the SEIS, a proposed increase In height greater than 10% shall require additional SEPA review addressing aesthetics and shadows. COR3 Zone The Center Office Residential (COR-3) zone allows a maximum building height of 10 stories and/or 125 feet, provided the master plan includes a balance of building height, bulk and density, and provided that in the COR 3 zone only, buildings or portions of buildings which are within 100 feet of the shoreline shall not exceed a maximum height of 75 feet. The office buildings (Buildings 1, 2, and 3) have maximum building heights of 10 stories and 125 feet, complying with the maximum building heights allowed in the COR zone. The proposed Level 2 master site plan includes a balance of building height and bulk. The residential buildings (Buildings B and C) have a building height of 50 feet and the hotel (Building A) would be 75 feet. The hotel and residential buildings are within 100 feet of the shoreline and the maximum building height of 75 feet for the hotel building,is consistent with the code standard. Airport Height Regulations Based on the current FAA approved Airport Layout Plan, the maximum structure height on the Southport site would be restricted to no more than 179 feet above sea level. The maximum proposed building height for both the Southport Planned Action and the Level 2 site plan is the office buildings at 125 feet. The maximum elevation of the site is currently 26 feet. Some filling of the site would occur for building and road construction (up to 7 feet according to the SEIS earth section). The combined maximum building height and site elevation would not exceed the maximum height of 179 feet above sea level. Supplemental EIS The residential buildings under all the plan alternatives was approximately 50 feet in height above finished grade (58 feet above existing grade) and six stories. The hotel building in Plan C would contain seven stories and would be approximately 75 feet in height. The hotel building would "likely feature upper level setbacks, consistent with proposed amendments which call for softening of building scale in proximity to the shoreline." In Plan Alternatives A and B, the heights of the office buildings would vary, stepping down in height from northwest to southeast. Building 1, located closest to the Boeing facility would be the tallest at 125 feet and would contain 10 stories (six stories over four stories of structured parking). Buildings 2 and 3 would progressively step down in height, with Building 2 at nine stoi ies (115 feet) and Building 3 at eigi , otories (105 feet). In Plan Alternative B, all the proposed office buildings were 10-stories and 125 feet in height. The Level 2 site plan for Southport proposes six-story residential buildings (4 residential levels above 2 garage levels) 50 feet in height. The hotel building would be eight stories (6 hotel levels over a garage and retail level) and 75 feet in height. The office buildings would all be 10 stories (6 office levels over 4 garage levels) and 125 feet in height. The proposed office buildings in the Level 2 site plans do not step down in height as was considered Plan A and C. However, the proposed height of the office buildings is consistent with Plan B. The proposed building heights are consistent with the maximum range of the plan alternatives that were analyzed by the EIS. 3. Building Setbacks: Refer to Exhibit A, Land Use and Aesthetics/Light and Glare Mitigation Measures. The Mitigation Document (Exhibit A) includes the following measure under Land Use as well as Aesthetics, Light& Glare, related to building setbacks on the site: Along the subject site perimeter, minimum building setbacks of 10 to 30 feet shall be provided between proposed buildings and adjacent properties. Along the subject site perimeter, the minimum average side setback shall equal 20 feet. Minimum setbacks from Building B, or similarly situated structures, to the Gene Coulon Park property boundary shall be 10 to 22 feet, with a minimum average setback of 16 feet. Building setbacks form Lake Washington would be a minimum of 35 feet. Building setbacks in the Level 2 site plan comply with the mitigation measure. The minimum building setback around the perimeter of the site is 15 feet, the residential building (Building B) in the northeast corner of the site. Building B maintains the required minimum building setbacks from the Gene Coulon Park property. Residential Building B in the northeast corner of the site is setback a minimum of 15 feet to 19 feet from the park boundary. Residential Building C is setback 30 feet from the park property. The proposed building setbacks also meet the minimum 35 foot setback from Lake Washington. The Mitigation Document also includes a measure under Aesthetics, Light & Glare regarding modulation and articulation of buildings adjacent to or abutting public parks, open space or trails. The COR zone was amended under Ordinance No. 4802 specifying the building modulation/articulation that would be required for buildings that are adjacent to or abutting a public park, open space or trail. The proposal would be required to incorporate the building modulation/articulation as required by the code standard. This would be reviewed under the Level 1 site plan review for the individual phases of the development. 4. Open Space: Refer to Exhibit A, Land Use, Aesthetics/Light and glare, and Parks Mitigation Measures. The Land Use and Aesthetics, Light & Glare sections of the Mitigation Document include the following mitigation measure: The preliminary Conceptual Master Plan includes approximately 4.7 acres (Plan A) to 4.6 acres (Plan C) to 4.2 acres (Plan B) of open space which could help offset proposed intensification of the site. Of the total amount of open space provided on the site, approximately 3.2 acres (Plans A and C) to 3.0 acres (Plan B) would be located at the ground level and outside structures (i.e. excluding courtyards above parking structures). If future site plans propose less amounts of open space, the City shall determine if the proposal is consistent with City policies and standards. The Level 2 site plan indicates a total upland open space area of 324,796 square feet or 7.45 acres. It appears this area is inclusive of all areas on the site with the exception of the areas committed to the building footprints. The total landscaped area on the site is 69,700 square feet or 1.6 acres. • The Level 2 site plan appears generally identical to the Plan C incluaed in the SETS. It appears the amount of open space proposed is equal to the Plan C alternative. 5. Transportation a) Trip Ranges: The range of trips reviewed in the SEIS is as follows: Trip Generation Net New Trips Reviewed in SEIS Time Range—Net New Trips AM Peak Hour 355-1,273 PM Peak Hour 370-1,355 Daily Total 2,898-11,202 b) Trip Threshold: Uses or activities which would exceed the maximum trip levels shown above must complete additional SEPA review. Plan Review staff has estimated the number of traffic trips that would be generated by the development levels proposed under the Level 2 site plan. The estimate is based on the ITE Trip Generation Manual. Staff estimates a total of 10,671 new average daily trips would be generated with full development of the proposed project. This number of trips is consistent with the EIS analysis. A transportation mitigation fee of$75 per new average daily trip is a required measure in the Mitigation Document. c) Road Improvements: The Planned Action,would require off-site road improvements at the Park Avenue/Garden Avenue/Lake Washington Boulevard intersection, the intersection located at the shared Site/Gene Coulon Park entrance and Lake Washington Boulevard, and along Lake Washington Boulevard between the two identified intersections. These road improvements have been analyzed in the SEIS. Significant changes to the road improvement plan that have the potential to significantly increase impacts to air quality, water quality, fisheries resources, or noise levels beyond the levels analyzed in the SEIS would require additional SEPA review. Construction permit plans have been submitted for staff review for the street and signal improvements that were analyzed in the SEIS. 6. Earth: A significant change In amount of grading assumed In the preliminary grading plans analyzed in the SETS which has the potential to adversely affect water quality or fisheries shall require additional SEPA review. An environmental checklist was submitted with the Level 2 site plan. The environmental checklist estimates the project proposal would require excavation of approximately 19,600 cubic yards of material. Grading plans call for approximately 23,500 cubic yards of fill. Excavated material generated on the site would satisfy most of the fill requirements. Additional material may come from the demolition of the Steam Plant on the site or from an off-site excavation project. The amount of grading is similar to the preliminary grading plans analyzed in the SEIS. 7. Air Quality: A significant change in configuration, increase in building heights, or significant decrease In setbacks between residential and manufacturing uses, which could affect localized air quality and odor conditions would require additional SEPA review. For the purposes of air quality analysis: a) A significant change in configuraz,on to the Planned Action scenarios (Plans A, B, or C) reviewed in the SETS, would be a 10% or greater decrease in the minimum building setbacks between uses and the shared property line with The Boeing Company; or, a 10% or greater change in setbacks between buildings to be constructed on the subject site which have the potential to negatively affect building downwash. The Draft Supplemental EIS indicates a 24-foot building setback along the site's west property line adjacent to the Boeing facility (page 3-127). The Final Supplemental EIS does not indicate a change in this proposed setback for the Plan C alternative. The Level 2 site plan indicates a 20-foot wide fire access separating the Office Building 1 and the west property boundary. Office Building 1 is setback approximately 40 feet from the west property boundary. This setback area is an increase in width from the setbacks evaluated under the EIS alternatives. b) A significant decrease in the setbacks between residential and manufacturing uses would be a 10% or greater decrease in the minimum building setbacks between residential uses and the shared property line with The Boeing Company. The Level 2 site plan continues a design concept of buffering the residential uses from the Boeing manufacturing use with the placement of the office and hotel buildings. The Level 2 site plan does not decrease the residential building setback from the shared property line with the Boeing Company. c) Significant building height changes would equal a 10% or greater increase in height above the maximum heights reviewed in the SEIS. Building heights proposed in the Level 2 site plan are consistent with the maximum building heights that were evaluated under the EIS plan alternatives. 8. Water. The following changes to the Planned Action scenarios reviewed in the SEIS would require additional SEPA review. a) Change In peak flows to Johns Creek significantly exceeding the options reviewed in the SEIS. The amount of impervious surface proposed with the Level 2 site plan has not changed from the project proposal analyzed under the SEIS. There have been no modifications changing the peak flows to Johns Creek. b) Increase In number of outfalls to Johns Creek or Lake Washington beyond proposals reviewed in the SEIS. The proposed number and locations of outfalls remains the same between the proposed Level 2 site plan and the SEIS 9. Fisheries Resources: In-water construction or in-water uses or activities shall require additional SEPA review. The Level 2 site plan does not propose any in-water construction or in-water uses. 10. Public Services and Utilities: A significant increase in the number of square feet or dwelling units beyond the maximum number reviewed in the SEIS would require additional SEPA review to address impacts to Fire, Police, Schools, Parks, Water, Wastewater, Solid Waste, as applicable. The Level 2 site plan proposes a level of development that is consistent with the maximum range of alternatives evaluated in the SEIS. There is no increase in the number of square feet or dwelling units beyond the maximum range that was considered under the EIS alternatives. l CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: April 4, 2000 TO: ERC Members FROM: Peter Rosen, Senior Planner SUBJECT: Southport Planned Action—Level 2 Site Plan (File No. LUA-99-189, SA-A, SM) Background A Final Supplemental Environmental Impact Statement (FSEIS) and mitigation document was issued for the Southport Planned Action in September 1999. Ordinance#4804 was adopted by the City Council in October, 1999 designating a Planned Action for the 17-acre Southport site. The Ordinance outlines procedures and criteria for evaluating and determining project actions within the subject site as "Planned Actions". The Director of Development Services has authority to designate a project application as a Planned;Action. The project may then proceed in accordance with the appropriate permit procedure, except that no additional SEPA review, threshold determination, or EIS shall be required. Essentially, a Planned Action designation by the Director reflects a decision that adequate environmental review has been completed and further SEPA environmental review for each development phase is not necessary if the phases are consistent with the development levels or parameters as specified in the Planned Action Ordinance. Planned Action Determination • Jana Hanson, Director of Development Services, has designated the Southport Level 2 site plan application (LUA99-189, SA-A) as a Planned Action. Attachment A evaluates the Southport application according to the Planned Action Review Criteria in Ordinance#4804. One of the criteria is to ensure that the project proposal complies with the Planned Action Thresholds, as listed in the Ordinance. Attachment B analyzes the Southport Level II site plan proposal according to the Planned Action Thresholds as established in the SEIS and the Planned Action Ordinance (#4804). While Planned Actions are not subject to further procedural review under SEPA, the project is subject to the measures of the Southport Planned Action Mitigation Document and other underlying permit requirements. The Planned Action designation does not excuse a project from meeting the City's code and ordinance requirements apart from the SEPA process. Shoreline Substantial Development Permit The proposal requires a Shoreline Substantial Development Permit for areas of the project within 200 feet of the Lake Washington shoreline. Shoreline permits may not be issued until SEPA review is complete. The shoreline permit is proceeding because no additional SEPA review is required with determination of the proposal as a Planned Action. Site Plan Review- Level II After designation of the proposed project as a Planned Action, the application proceeds according to the appropriate permit procedure. Level II site plan review is required for all development in the Center Office Residential (COR) zones except as specifically exempted in the Site Plan Review Regulations, Section 4-9-200.C.2.c. A Level II site plan is a conceptual master plan prepared to show full development of the site and the phasing of construction. The Level II site plan shows the mix of uses, building density and height, access/circulation, recreation a,;._ )pen space, and other development feaLuios. The code states the Level II site plan indicates the physical and functional interrelationships between uses and facilities on the site, and allowing consideration and mitigation of potential impacts that could result from large scale site and facility development, can be approved and vested to current zoning without the level of detail necessary for Level I site plan approval. The Environmental Review Committee (ERC) has authority to determine the necessity of a public hearing for Level II site plans under a Planned Action Ordinance. A hearing before the Hearing Examiner is required unless both of the following criteria are met: i. One or more public hearings were held where public comment was solicited on the proposed Planned Action Ordinance, and The City Council held a public hearing on the Southport Planned Action Ordinance on October 11, 1999. Prior public hearings were conducted on the scoping of the Environmental Impact Statement on the Southport Planned Action, as well as hearings on the Comprehensive Plan and code amendments. ii. The environmental impact statement for the planned action reviewed preliminary conceptual plans for the site which provided the public and decisionmakers with sufficient detail regarding the scale of the proposed improvements, the quantity of the various types of spaces to be provided, the use to which the structure will be put, and the bulk and general form of the improvements. The EIS for the Planned Action included conceptual plans for several plan alternatives. The plans show the mix of uses, building density and height, access/circulation, recreation and open space, and other development improvements. The level of detail was sufficient for environmental analysis. Staff has received a letter and petition from residents of Windsor Hills stating concerns regarding the Southport development. The petition includes 66 signatures. The primary concerns are as follows: • Improper notification of project to residents • Blocking of current views to Lake Washington • Depreciation of property values • Re-routing of air traffic to and from Renton Airport The residents request a public hearing on the proposed Southport development. Attachment A DESIGNATION OF A PROJECT APPLICATION AS A PLANNED ACTION DECISION DATE: April 4, 2000 Project Name: Southport Level 2 Site Plan Applicant: Michael Christ SECO Development Southport, LLC 10843 NE 8th Street, Suite 200 Bellevue, WA 98004 Owner: Same as applicant Contact Person: Rex Allen SECO Development 10843 NE 8th Street, Suite 200 Bellevue, WA 98004 File Number: LUA-99-189, SA-A, SM Project Manager: Peter Rosen Project Description The applicant, SECO Development, requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development. The Level II master site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story, 220 room hotel above one level of parking (220 parking stalls), two residential buildings with 4-stories of residential units above two levels of parking (682 parking stalls) that includes a total of 395 residential units, and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total approximately 720,200 square feet. The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park, a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance, signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection, and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed - master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. Project Location: 1101 Lake Washington Boulevard North Site Area: Approximately 17 acres Planned Action Review Criteria. 1. The Director of Development Services, or the Director's designee, is authorized to designate a project application as a Planned Action pursuant to RCW 43.21 C.031(2)(a), if the project application meets all of the following conditions: a) The project is located on the subject site as described in Section IILA., or is an off-site improvement directly related to a proposed development on the subject site;and, Thu oouthport Level 2 Site Plan application, kLUA99-189, SA-A), is located on the site described in Section III.A. of Ordinance#4804. This site is commonly referred to as the Shuffleton Steam Plan site. This site was analyzed by the EIS documents for the Southport Planned Action. b) The project is consistent with the Renton Comprehensive Plan adopted under RC W 36.70A;and, The City Council amended the Comprehensive Plan Land Use Map for the subject site from Employment Area — Industrial (EAI) to Center Office Residential (COR) with Ordinance #4796, adopted October 25, 1999. The Southport Level 2 Site Plan is consistent with the COR Comprehensive Plan designation and policies, including the policy amendments adopted in 1999. c) The project's significant environmental impacts have been adequately addressed in the SETS;and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) is consistent with the development ranges analyzed for the plan alternatives under the EIS documents for the Southport Planned Action (See Attachment B, Planned Action Thresholds). Therefore, the significant environmental impacts associated with the Southport Level 2 Site Plan application (LUA99-189, SA-A) have been adequately addressed in the SEIS. d) The project complies with the Planned Action Thresholds in Section lll.D of this Ordinance;and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) complies with the Planned Action Thresholds listed in Section III.D of Ordinance #4804. Attachment B provides an analysis of the proposed project's consistency with the Planned Action Thresholds. e) The Director has determined that the project's significant impacts have been mitigated through the application of the Mitigation Document in Exhibit A, as well as other City requirements and conditions, which together constitute sufficient mitigation for the significant environmental impacts associated with the proposed project;and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) is consistent with the Planned Action alternatives that were analyzed in the EIS documents. Therefore, the adopted Mitigation Document, as well as other City requirements and conditions constitute sufficient mitigation for the environmental impacts associated with the proposed project. f) The proposed project complies with all applicable local, state and federal regulations, and where appropriate, needed variances or modification or other special permits have been requested; and, The Southport Level 2 Site Plan application (LUA99-189, SA-A) complies with all applicable local, state and federal regulations. Needed variances or modifications have been requested. • • g) Tim proposed project is not an essentia,public facility. The Southport Level 2 Site Plan application (LUA99-189, SA-A) is not an essential public facility. Decision The Southport Level 2 Site Plan application (LUA99-189, SA-A) is designated as a Planned Action pursuant to RCW 43.21 C.031(2)(a), EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: Jana anso , oning Administrator date ATTACHMENT B Planned Action Thresholds. 1. Land Use. Subject to the mitigation measures described in Exhibit A, the following land uses and development levels, together with their customary accessory uses and amenities described in the SETS, are Planned Actions pursuant to RCW43.21.C.031: a) Land Uses. The following uses are the primary uses analyzed under the Proposed Action Alternatives identified in the SETS: (1) Office (2) Retail commercial, including restaurants (3) Attached residential dwellings (4) Hotel The Southport Level 2 Site Plan application (LUA99-189, SA-A) includes office, retail commercial (including restaurants), attached residential dwellings, and a hotel as primary uses. Therefore, the proposed primary uses are consistent with the primary uses that were analyzed under the proposed action alternatives in the SEIS on the Southport Planned Action. b) Land Use Review Threshold. The Planned Action designation applies to future development proposals which are comparable to or within the range established by SETS Proposed Action Plans A, B, and C as shown below: Use/Height Plan A Plan B Plan C Multifamily Residential Units 543 581 377 Retail Area in Sq. Ft. 38,000 38,000 30,000 Commercial Area in Sq. Ft. 500,000 750,000 500,000 Hotel Area in Sq. Ft. (rooms) N/A N/A 115,800(220) If future proposed plans exceed the maximum development parameters reviewed, supplemental environmental review may be required under SEPA Rules. If proposed plans significantly change the location of uses in a manner which would negatively affect land use compatibility (for example, move commercial and office uses in such a manner that they would not buffer residential uses from the nearby manufacturing uses), additional SEPA review would be required. The Southport Level 2 Site Plan application (LUA99-189, SA-A) proposes the following levels of development: Multi-family Residential Units - 394 units Retail Area- 30,000 sq. ft. Restaurant- 10,000 sq. ft. Commercial Area (office) - 720,205 sq. ft. Hotel Area- 220 rooms, 105,600 sq. ft. The development levels proposed under the Southport Level 2 site plan do not follow the development parameters of any single alternative proposed action plan analyzed by the EIS documents. However, the development levels are consistent with the maximum development parameters included in the full range of the three alternative action plans, except as noted below. • The Level 2 site plan proposes 3u,000 square feet of retail and a 10,6uu square foot restaurant. Restaurants were included in the retail commercial component of the EIS alternatives with a maximum development level of 38,000 square feet. The Planned Action Ordinance (#4804) states that supplemental environmental review may be required if proposed plans exceed the maximum development parameters reviewed under the SEIS. However, the increase of 2,000 square feet represents; only a 5% increase over the 38,000 square feet that was previously reviewed in the SEIS. The site plan ordinance uses 10% as a threshold for a major modification to an approved site plan. Similarly, the Planned Action Ordinance frequently uses a 10% threshold of change. The 2,000 square foot increase in commercial building area would not result in additional environmental impacts from what was analyzed under the SEIS and is therefore considered a minor change that would not necessitate additional environmental review or revision of the proposed Level 2 site plan. The location of buildings shown on the Level 2 site plan is consistent with the building locations that were analyzed under the Southport Planned Action. Office and commercial retail uses are located along the west property boundary, buffering the proposed residential buildings from the Boeing manufacturing use adjacent to the west of the site. 2. Building Heights and Thresholds: Building heights shall not exceed the maximum' heights allowed in the Center Office Residential (COR) Zone. The maximum building heights reviewed in the SETS are as shown on Exhibit D. In comparison with the building heights reviewed in the SEIS, a proposed increase in height greater than 10% shall require additional SEPA review addressing aesthetics and shadows. COR3 Zone The Center Office Residential (COR-3) zone allows a maximum building height of 10 stories and/or 125 feet, provided the master plan includes a balance of building height, bulk and density, and provided that in the COR 3 zone only, buildings or portions of buildings which are within 100 feet of the shoreline shall not exceed a maximum height of 75 feet. The office,buildings (Buildings 1, 2, and 3) have maximum building heights of 10 stories and 125 feet, complying with the maximum building heights allowed in the COR zone. The proposed Level 2 master site plan includes a balance of building height and bulk. The residential buildings (Buildings B and C) have a building height of 50 feet and the hotel (Building A) would be 75 feet. The hotel and residential buildings are within 100 feet of the shoreline and the maximum building height of 75 feet for the hotel building is consistent with the code standard. Airport Height Regulations Based on the current FAA approved Airport Layout Plan, the maximum structure height on the Southport site would be restricted to no more than 179 feet above sea level. The maximum proposed building height for both the Southport Planned Action and the Level 2 site plan is the office buildings at 125 feet. The maximum elevation of the site is currently 26 feet. Some filling of the site would occur for building and road construction (up to 7 feet according to the SEIS earth section). ' The combined maximum building height and site elevation would not exceed the maximum height of 179 feet above sea level. Supplemental EIS The residential buildings under all the plan alternatives was approximately 50 feet in height above finished grade (58 feet above existing grade) and six stories. The hotel building in Plan C would contain seven stories and would be approximately 75 feet in height. The hotel building would "likely feature upper level setbacks, consistent with proposed amendments which call for softening of building scale in proximity to the shoreline." In Plan Alternatives A and B, the heights of the office buildings would vary, stepping down in height from northwest to southeast. Building 1, located closest to the Boeing facility would be the tallest at 125 feet and would contain 10 stories (six stories over four stories of structured parking). Buildings 2 and 3 would progressively step down in height, with Building 2 at nine stories 15 feet) and Building 3 at eight st;, s (105 feet). In Plan Alternative B, all the proposed office buildings were 10-stories and 125 feet in height. The Level 2 site plan for Southport proposes six-story residential buildings (4 residential levels above 2 garage levels) 50 feet in height. The hotel building would be eight stories (6 hotel levels over a garage and retail level) and 75 feet in height. The office buildings would all be 10 stories (6 office level's over 4 garage levels) and 125 feet in height. The proposed office buildings in the Level 2 site plans do not step down in height as was considered Plan A and C. However, the proposed height of the office buildings is consistent with Plan B. The proposed building heights are consistent with the maximum range of the plan alternatives that were analyzed by the EIS. 3. Building Setbacks: Refer to Exhibit A, Land Use and Aesthetics/Light and Glare Mitigation Measures. The Mitigation Document (Exhibit A) includes the following measure under Land Use as well as Aesthetics, Light& Glare, related to building setbacks on the site: Along the subject site perimeter, minimum building setbacks of 10 to 30 feet shall be provided between proposed buildings and adjacent properties. Along the subject site perimeter, the minimum average side setback shall equal 20 feet. Minimum setbacks from Building B, or similarly situated structures, to the Gene Coulon Park property boundary shall be 10 to 22 feet, with a minimum average setback of 16 feet. Building setbacks form Lake Washington would be a minimum of 35 feet. Building setbacks in the Level 2 site plan comply with the mitigation measure. The minimum building setback around the perimeter of the site is 15 feet, the residential building (Building B) in the northeast corner of the site. Building B maintains the required minimum building setbacks from the Gene Coulon Park property. Residential Building B in the northeast corner of the site is setback a minimum of 15 feet to 19 feet from the park boundary. Residential Building C is setback 30 feet from the park property. The proposed building setbacks also meet the minimum 35 foot setback from Lake Washington. The Mitigation Document also includes a measure under Aesthetics, Light & Glare regarding modulation and articulation of buildings adjacent to or abutting public parks, open space or trails. The COR zone was amended under Ordinance No. 4802 specifying the building modulation/articulation that would be required for buildings that are adjacent to or abutting a public park, open space or trail. The proposal would be required to incorporate the building modulation/articulation as required by the code standard. This would be reviewed under the Level 1 site plan review for the individual phases of the development. 4. Open Space: Refer to Exhibit A, Land Use, Aesthetics/Light and glare, and Parks Mitigation Measures. The Land' Use and Aesthetics, Light & Glare sections of the Mitigation Document include the following mitigation measure: The preliminary Conceptual Master Plan includes approximately 4.7 acres (Plan A) to 4.6 acres (Plan C) to 4.2 acres (Plan B) of open space which could help offset proposed intensification of the site. Of the total amount of open space provided on the site, approximately 3.2 acres (Plans A and C) to 3.0 acres (Plan B) would be located at the ground level and outside structures (i.e. excluding courtyards above parking structures). If future site plans propose less amounts of open space, the City shall determine if the proposal is consistent with City policies and standards. The Level 2 site plan indicates a total upland open space area of 324,796 square feet or 7.45 acres. It appears,this area is inclusive of all areas on the site with the exception of the areas committed to the building footprints. The total landscaped area on the site is 69,700 square feet or 1.6 acres. • The Level 2 site plan appears generally identical to the Plan C included in me SEIS. It appears the amount of open space proposed is equal to the Plan C alternative. 5. Transportation a) Trip Ranges: The range of trips reviewed in the SEIS is as follows: Trip Generation Net New Trips Reviewed in SEIS Time Range— Net New Trips AM Peak Hour 355-1,273 PM Peak Hour 370-1,355 Daily Total 2,898-11,202 b) Trip Threshold: Uses or activities which would exceed the maximum trip levels shown above must complete additional SEPA review. Plan Review staff has estimated the number of traffic trips that would be generated by the development levels proposed under the Level 2 site plan. The estimate is based on the ITE Trip Generation Manual. Staff estimates a total of 10,671 new average daily trips would be generated with full development of the proposed project. This number of trips is consistent with the EIS analysis. A transportation mitigation fee of $75 per new average daily trip is a required measure in the Mitigation Document. c) Road Improvements: The Planned Action would require off-site road improvements at the Park Avenue/Garden Avenue/Lake Washington Boulevard intersection, the intersection located at the shared Site/Gene Coulon Park entrance and Lake Washington Boulevard, and along Lake Washington Boulevard between the two identified intersections. These road improvements have been analyzed in the SEIS. Significant changes to the road improvement plan that have the potential to significantly increase impacts to air quality, water quality, fisheries resources, or noise levels beyond the levels analyzed in the SEIS would require additional SEPA review. Construction permit plans have been submitted for staff review for the street and signal improvements that were analyzed in the SEIS. 6. Earth: A significant change in amount of grading assumed in the preliminary grading plans analyzed in the SEIS which has the potential to adversely affect water quality or fisheries shall require additional SEPA review. An environmental checklist was submitted with the Level 2 site plan. The environmental checklist estimates the project proposal would require excavation of approximately 19,600 cubic yards of material. Grading plans call for approximately 23,500 cubic yards of fill. Excavated material generated,on the site would satisfy most of the fill requirements. Additional material may come from the demolition of the Steam Plant on the site or from an off-site excavation project. The amount of grading is similar to the preliminary grading plans analyzed in the SEIS. 7. Air Quality: A significant change in configuration, increase in building heights, or significant decrease in setbacks between residential and manufacturing uses, which could affect localized air quality and odor conditions would require additional SEPA review. For the purposes of air quality analysis: • a) A significant change in configuration w the Planned Action scenarios(Plans A, B, or C) reviewed in the SETS, would be a 10% or greater decrease in the minimum building setbacks between uses and the shared property line with The Boeing Company; or, a 10% or greater change in setbacks between buildings to be constructed on the subject site which have the potential to negatively affect building downwash. The Draft Supplemental EIS indicates a 24-foot building setback along the site's west property line adjacent to the Boeing facility (page 3-127). The Final Supplemental EIS does not indicate a change in this proposed setback for the Plan C alternative. The Level 2 site plan indicates a 20-foot wide fire access separating the Office Building 1 and the west property boundary. Office Building 1 is setback'approximately 40 feet from the west property boundary. This setback area is an increase in width from the setbacks evaluated under the EIS alternatives. b) A significant decrease in the setbacks between residential and manufacturing uses would be a 10% or greater decrease in the minimum building setbacks between residential uses and the shared property line with The Boeing Company. The Level 2 site plan continues a design concept of buffering the residential uses from the Boeing manufacturing use with the placement of the office and hotel buildings. The Level 2 site plan does not decrease the residential building setback from the shared property line with the Boeing Company. c) Significant building height changes would equal a 10% or greater increase in height above the maximum heights reviewed in the SE/S. Building heights proposed in the Level 2 site plan are consistent with the maximum building heights that were evaluated under the EIS plan alternatives. 8. Water. The following changes to the Planned Action scenarios reviewed in the SEIS would require additional SEPA review. a) Change in peak flows to Johns Creek significantly exceeding the options reviewed in the SETS. The amount of impervious surface proposed with the Level 2 site plan has not changed from the project proposal analyzed under the SETS. There have been no modifications changing the peak flows to Johns Creek. b) Increase in number of outfalls to Johns Creek or Lake Washington beyond proposals reviewed in the SETS. The proposed number and locations of outfalls remains the same between the proposed Level 2 site plan and the SEIS 9. Fisheries Resources: In-water construction or in-water uses or activities shall require additional SEPA review. The Level 2 site plan does not propose any in-water construction or in-water uses. 10. Public Services and Utilities: A significant increase in the number of square feet or dwelling units beyond the maximum number reviewed in the SEIS would require additional SEPA review to address impacts to Fire, Police, Schools, Parks, Water, Wastewater, Solid Waste, as applicable. The Level 2 site plan proposes a level of development that is consistent with the maximum range of alternatives evaluated in the SEIS. There is no increase in the number of square feet or dwelling units beyond the maximum range that was considered under the EIS alternatives. r • 0efr cr. y. March 17, 2000 Co-}, p ,91,444 Ken Wong eite0 �"" N/HG 412 Windsor Way N.E. 10 Renton, Washington 98056 9�`CF ?000 nIk Peter Rosan 0 Senior Planner Development Services Municipal Building —6th Floor 1055 South Grady Way Renton, Washington 98055 RE: Southport Development Dear Mr. Rosan: This letter follows my previous letter sent to you regarding the above referenced project. About two weeks ago we shared with you our concern about the negative impact, which outlined on the attached partitions on,Behalf of the residences. Signatures collected are residences within walking distance from my property (about two blocks limit). It is possible that other residents beyond are also concerning this project. This community is still requesting a public hearing by the Development Services about this development. We are looking forward to receive notification from Development Services. Thank you very much for your consideration. Sincerely, Ken Wong Windsor Hills Resident Attachment: Partition "A" Partition "B" Partition "C" PARTITION "A" Concemed residents of Windsor Hills regarding the matter of the SouthPort Development *Improper notification of project to residents. *Blocking of our current view to Lake Washington. *Depreciation on our property value. *Re-routing of air traffic to and from Renton Municipal Airport. RESIDENT ADDRESS SIGNATURE N/V/- GRRn & 2 G/ y' U/I,v near- VVAV It! �� Ma,r C3tiId,- i d t, L4a6 �J;�,g5o r Lk)ay PI�, `�)1 �T � y 1►na A\►,J1Jk t*(. UJ I ir►rP ,rz (A) �1 « h 11,r zO ur i HARRIS 428 tA) lrD5o2 WY. N .EE . -1A(,(k 11-4rdS ({Z`75 (Jo AcZS (1)(11 .A)5 vicIstniz (3(1.517-1\1 dic. g Curti Ds/7)2 Wei \ !V r K�ulr\J Casrvw(- G-H y23 nI SaR v NC. ,;- .. 1 ni& L• 1441 /'e/L- 433 b)t,vdsog. 1,c )V '21--/' ) \TESS = �kOSSETC Soo 'Ju F9 . • E.Q.,& . �r / +�> zze r.41°r npykyin PI NE 5010 tnAclv- PI P (W i) , i7.i wlloDsole PI, E ,.,1 A V cF ijiiv-45ek AIE v() (v L, 1uDtg L-Ep-n+Lsy 5(0I RiA6e1O L. ,V. i'✓etil ,ea Vet-) S'S� 131 UJ1 .z,l.t `! Cat \2 VUIQK 1CIV1aw 4 z 6 1,U i vI ci sm' w a �( unlAc,e4--� 1.. c See,,v 4z 5 Dj unsc1 e /-V ' __ .....__ PARTITION "B" ..' • Concerned residents of Windsor Hills regarding the matter of the SouthPort Development. *Improper notification of project to residents. *Blocking of our current view to Lake Washington. *Depreciation on our property value. *Re-routing of air traffic to and from Renton Municipal Airport. RESIDENT ADDRESS SIGNATURE Eoboi r N h eJ,£ +.31 U/ ti 40 r lA 1y fP- A; h `t2 ^, . < -- 60„.Lt.,o 10aa II il3S Gi,N- a- LJL JUG KiQe0.� Ad- Gn. _ Kzcrrv, 5A/e4 e r r�i Q �- 4 Gain .u14 Ne ,z 4olt ) te--A,' voati2 capyr;d1,9, ,, • ,I , ,., yizim,,?,,i_,1 , . , , .., g,Le rt l i'ti ,yr( i.y-z't 41'7 WI t...d 5(.: r Oa— (t/E t�Pl,A`,s-vt ,:. ' , �i �!� u)/S 1 e Zt);n/.D502 v 4,,'aw1/ 2t,rkt,?_ kk i�s Sze ' � �5 ��,�a-�-1 �I Too G �1 f<t E / c.o e �..— Z..a-c.-"" S= Pe y6 c( 32orv,2m/ ay /vE ReNT0)1,< QQ . kh i te,Jhv\scl-, H(i( 41(1) -)11177LS/5-IN OCCii fJ c TI2 1.1,,ll a m VJ 4L,l R 50 i Ptom LAB N,F 1*iv fi)e.1 4 F\ CA o d y kin 5 ' ,ti-o--._ P.Q_ )1.c. , P_1 .1:,- ,—_c -A i - pt,.—At, KQMI4+.c--- 5j4 IK-C;%1Scse1 G4)CA,3 Nr= 'S\. 7Rr-e1,, - ) tilt 4 _, 'P%0Ar\ 5b2> '6c1Z t51'N \ � R4Z1. tAR, I / j9cPilj / rdr31.5-(V1 Wy ifJ6--1 V.0/41,1 (173r-t-,X) \ 1 t _ = + \' \;-,'\ p •J t.\ , \\`(\_`CC"1. :,,,.- ,,,, i t - L . _ 1 k62 iv&v j- 4/Z / AJ7 /_ AzAr,/�. rt .>, ),9''' *1,'P,l iel' . /15c ar04\AEAA. c i ke , ki%W ' ,ram ilia e ' laidioi lf ________ PARTITION "C" . Concerned residents of Windsor Hills regarding the matter of the SouthPort Development. *Improper notification of project to residents. *Blocking of our current view to Lake Washington. *Depreciation on our property value. *Re-routing of air traffic to and from Renton Municipal Airport. RESIDENT ADDRESS �---7---—SIGNATURE ` i-) 7 ,-)A-f..r,,'Y' A k. 6%l!�/ ./ --� i f=�%'�G473 r9 ��///�. J / 1., :�/17/%z -71 /,TfY.:4-.-% t4Q V n 51 P111 f/.-1/ 1 ' av 7 (/2.;N.D2•1 L /t' 1 4,1_7 / 1 -1. / : • Pl2 r 1p..ri P. 00i�.5- 4-1 lk17 6i'x.d.nr(p,I,J btJ '-, 4,/, - . 't, . , /, 'i/, ,fiAli I) c�, ( `/l' �r�ah -rc., ;� �c -i ,/1!y . �`- / ,.. ,I Ii�--( % ' J •: J vJ-,t.., .4 L,ia4 .., (I. /( Anf�i t y i i iv 1E' - -�' ',, . *� ti,i ..)71 11 6 :-: .fi< .7`', `' ;1'47zxx�'G:rJ ,,e.,/72lf' A G� . ,rf ; �.-.�:1 �«�T',�Y/!•Y�' l`lj/1 /) / / I(/ \/ /'l,/( t/ 1(,/, --,'�:' .,l/i�� r :1 1 0. i4r r P- V /0 i c.1--) 97 671---4 /) -/ . ' ) i ' ), F- , ., 1 '5lk,/ � f, 4;f(•i1 /" / (�I( fr;ar/ z,"/ l,�_,)'ll'y �,f'% e . !- 0 , ri."2_-(..... t, 7 1 (---.> -'' i'l 1 --9-1 i ri- C c, )c, ..) IL'1;.i L(:`, _,, ::ii_)1 G,(L�„),-1 rL\l 1/,...,A N 1= -"'• •,1".`/._I ".1}. / / ‘,1�„",. kb ''/-' m A \H Y= S:,N; '-1 !-: •'%•i f• _ A. , 1f-�•..;1 ..7-fr:-"lC. J7 -J (=: II.?t., :> c if ,f /L'Y" fJ,'4��i./(/ r'•% 'e— I . i?1, rr,.K.;- r::3✓ �L: (- , '/1 . ,.-, 1,-, /`. . :''C�,___T!? /'/ , l- `=� /°.. - '/ /T. . , -/ /-/_.i-ir i/,: ./ ((. r .y / /'-'/ i. K: ✓j•.''. /-'''''': A:/_ '[ i-, I-,1. ,Z' .Z ',1'J(:i -J/_.',%,f... 6- ; I/Try /vw-l-7N '�,t' /0/- � L v LI�/LLGI«f / `k y i 1 f/ J 4Co 'ili Ee--C 4 4 Gt ,(rCEiz-t.)i iki i ' St DEVELOPMENT PLgNNING March 4, 2000 CITY OF RENTON MAR 0 8 2000 Ken Wong 412 Windsor Way N.E. RECEIVED Renton, Washington 98056 Peter Rosan Senior Planner Development Services Municipal Building -6th Floor • .055 ut.. Giuuy .,.ay Renton, Washington 98055 RE: South Port Development Dear Mr. Rosan: Thank you for spending time with me yesterday regarding the above referenced project. Neighbors and myself learned about this project after reading the Renton Report. We have concerns about this project which I am outlining them as the following: 1. Proper notification to residences about this project. 2. Blocking our current views to Lake Washington. 3. Depreciation of our properties. 4. Air traffic from and to the Renton Airport. We are currently collecting signature from the concerned residences. We are requesting a public hearing to be scheduled by Development Services for discussion. A list of the residences will forward to you shortly. Your attention to this matter is greatly appreciated. Thank you very much. Sincerely, _— Ken Wong Windsor Hills Resident • I In Washington State Northwest Region Department Of Transportation 15700 Dayton Avenue North' • P.O.Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation ' (206)440-4000• • • March 1, 2000 Peter Rosen DEVELOPMENT PLANNING CITY OF RENTON • City of Renton Development Services Division MAR 0 9 2000 1055 S Grady Way RECEIVED Renton, WA 98055-3232 RE: SR 405, MP 7.47, CS 1743 • Southport Level 2 Site/LUA-99-189,SA-A,SM Dear Mr. Rosen: Thank you for giving us the opportunity to review the Notice of Application for the Southport Level 2 Site, which is located at the location of the former Puget Sound Energy Shuffleton Steam Plant. We have reviewed the subject document and offer the following: • As stated in the Southport Development Planned Action, Final Supplemental Environmental Impact Statement and in the Draft Environmental Impact Statement, the intersections of NE 44th St and the NB and SB ramps of I-405 function at LOS F. New 'trips generated by this development that pass through the interchange will adversely impact and exacerbate the situation. In Table 3,the Level of Service Summary on page 9 of the Appendices,the impacts "exceed calculable limits." The Interlocal Agreement between WSDOT and King County states that one of the measures for determining "Significant Adverse Impacts"to state highway facilities is: A roadway intersection or approach where the WSDOT has determined it to be hazardous; or to function below WSDOT minimum standards; or will result in or add to a LOS "F" condition as determined by the traffic impact analysis. Under the terms of that interlocal agreement,these impacts would require mitigation. While there is no interlocal agreement between WSDOT and the City of Renton at this ;time, we ask that the City recognize the severity of the impacts to I-405 at NE 44th St. SR 405,MP 7.47,CS 1743 Southport Level 2 Site/LUA-99-189,SA=A;SMr March 1,2000 Page 2 Based on these impacts,we recommend that the developer participate in the improvements to the NE 44`h St/I-405 Interchange that will be made in conjunction with the Port Quendall development. If you have any questions,please call John Collins at(206) 440-4915. Sincerely, Craig J. Stone, P.E. Area Administrator<South King CJS:jc JTC cc: file Mark Bandy,NW Region Traffic Gary McKee,NW Region Design \q �i m r ' i ....„,, :Z 9 o s --= _110 �I:lt 5, di 10 - /0 ', Iil , li o — \ - Z " C7 m aP(- ,z o 145 PC g D Z.; N U1 • 2 VI N Z C\ . . \ L +tl, \ r A' N f+ �. -aa : . - 00001 ,. ,..,Ns's. / CI m yd(aC �R(.S' ^tee £1 oz Z .: " l \ , Sol, .4, : m ° s � N S o§ � o • LAKE ° WASHINGTON BLVD. N. R''"---�' 'LA/("-.. fps+ Y - 0 o ; , • q. VIP Q _ ° ny Ci''''',.V ,• S N309 \\ 'D Y�, a - riS Y „ NOl DN ,, ` e .1.\7... .. .' - ::...a .62.3,44. - nO t` 3` % ) Mu31v11; - ° 1 21 Np e° ..N ..s SOb'1.MN'31tl15d2• i a © F I 1� m:J',, ,111l ig ��� ��LL I / I n 1 EY1. '1. 02t e 6 Niel / mmo k —15 -n FED `mSOUTHPORT =m v0 RENTON, WASHINGTON gix' o E COUGHLIN PORTER1 �1 MUM/ 111C�"� 111111[if lFFl IIII[1i1 111.111.1111 1111TIL 11 11111 111 111.111.1111 • /•' 1 y i Creek r I• 1 A• Setback: nPt/ "", Setback % mPark GENE COULON PARK �� / /• �i '... '\. Setback ./' b . 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" ' • .—� j5 a 00 � ;{I I; ...,m ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 00 ❑ ❑ 0 o❑ ❑ ❑ 0 0 ❑� 0 ❑ o❑ ❑ ❑ ❑ o ...'.� .Fm, ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ oo ❑ ❑ ❑ o ❑ ❑ 000E, 0 00 • i' % — ❑ ❑ ❑ IIIIIIII ❑ ❑ ❑ - '- ❑ ❑ ❑ IIIIIIII ❑ ❑ ❑ ' u I.u .M..,. g' g � a + od 1a ny i• 11L. ., gao.aooc � " _ EOEinnL�■ °4 ®W®®®L- g G ®_®®RI— 11i # # # # # # # 1 ooaoo= : .*-- \ -1 ( � � i� _ 1 _ _ -1 - ::I::::I.:::I.: . R . __ _ _ __,, ; ; ; ___, , ; , 'ill ' _ _ _ L ±L ,—,— . Y _ _ _ I I _1 \ . I i - - -- - i , - # # # # # # # --1 i . , . . .2 1 . SOUTHPORT pry ' -•'".•.•,AS SEGO DEVELOPMENT 1AN 20, ZIMMER•GUNSUL•FRCA PARTNERSHIP /bkland Swills r' u VEC OF RENTTON LNG APR 0 3 2000 RECEIVED r4 • UTt-IPO SECO Development 10843 NE8th St.,Suite 200, Bellevue, Washington 98004 March 30, 2000. Peter Rosen Neighborhoods & Strategic Planning City of Renton Renton City Hall — 6th Floor 1055 South Grady Way Renton, Washington 98055 Re: Southport parking modifications Dear Peter, Parking''issues'were'addressed in the Supplemental Environmental Impact Statement for the Southport project. I am requesting a modification to the City of Renton Parking standards for this project in both the dimensional criteria and the minimum number of stalls required for the various uses. I understand the decision for this request is an administrative process and will be based on information I will submit at a later date. I will submit the following with the Level 1 Site Plan application for the Hotel or any of the Office Buildings: • Parking Demand Study reflecting the final full scope of development. • Parking Management plan detailing the operation of the various garages. I will submit the following with the Level 1 Site Plan application for either of the two residential buildings: • Parking stall dimensional criteria and supporting standards from other jurisdictions and from a national owner and operator association. Please process this request with your consideration of the Level II Site Plan for Southport. Sin el Rex Allen : , .. -Development Manager - " SECO Development i • I• I DATE OF NOTICE OF APPLICATION: : , ebruary 17,2000 Oi • ♦Ic�r • NOTICE OF APPLICATION +, fl Y 1' ' '.y 8 • 1tA Maslen Application has bean flldland accepted with the Development Services Division of the City el Renton, .` `The following briefly describes the application and the necessary Public Approvals. ' a •LXL CWL•�Y�G4F b,'J� 1 PROJECT NUMBERMAME: SOUTHPORT LEVEL 2 SITE/LUA-99-1e9,SA-A,SM �•' /- t7:.I o- ` BL pX 1AX �11 - PROJECT DESCRIPTION: PROJECT DESCRIPTION t ... �� approval of a Level II site plan and a Shoreline Substantial :''f I )' D v applicant SEGO Development,requests • ' 7/� Development Permit for the Southport Development The subject site is,the location of the former Puget �_ • � ��'' ;�. \ V J . ;F , Sound Energy ShuffletonDevelopment Steam Plant,whichhas now been decommissioned. ,Host 05 , ,,• 1. Y'�• N The Southport Development is a Planned Acton and an Environmental Impact Statement(EIS)was prepared jr, � J a' l on the preliminary conceptual master plan.The EIS also evaluated potential impacts of CompreChensive Plan •`� ,#V" •r Residen text tial-3 ai 3(COR 3f).eThe Red on City Councilladoptt d�the Comp ehensivelP an and cloning changes® after •; A wr.9NtMatON 4. • + ' completion of the EIS process in October 1999. T +ors •✓ Behr•• 1 . • • No SEPA environmental review is required for the proposed Level gII site plan because the a on master 1pe .. ,. ...r 0 ! �' � plan was analyzed by the EIS on the Planned Action. The Zoning Administrator will conduct a consistency 4b _ ` \ review to determine If the Level II site plan Is consistentwith aerPlaannedt AMU nc conceptualapp master plan. iXp pI . •e, F�A P o _ 1-,h C- ' , Approval of the Level II site plan would vestproject •requesting approval of a Shoreline Substantial Development Permit for the Level II site plan. 'A Level II site plan isa conceptual master plan prepared to show full development of the site and the phasingof consWOn.The Level II site plan shows the mix or uses,building density and height,access/droulalion, jt IIrecreation and open space,and other development features. I _ t,:_�;The Level II site plan for Southport proposes a mixed-use development consisting of six buildings. The :` g220 room hotel above one level of parking(220 parking stalls),two ,development would induda a 7•story,residential buildings wth 4stodes of residenal units(Includes a total of 395 residential units)abeys twe /Jlevels of parking(882 parking stalls),and three office buildings with 7-stories of offices above four levels of :— ,M �a I' •I parking(1,055 parking stalls). The office buildings would Include a total of approximately 720,200 square z I — , - feel At least two restaurants and specialty retail would be included with the hotel,residential,and office „�\\ -lilt I w '. buildings,with a total area of approximately 30,000 square feet. '' 1 �i t` -----'-'''''''1-mil-ry i l - O j i •The proposal includes a promenade along the waterfront of Lake Washington. Public access to the f'• i=-" ;I. a it,u( - 1'I 1 I I promenade would be provided front Gene Coulon Park,a City park adjacent to the north of the subject site. .,1 �•'" I Off-site improvements would consist mainly of Improvements to Lake Washington Boulevard between Park • Drive and the project entrance,signal and channelization modifications at the Park Drive/Lake Washington Boulevard Intersection,and signalization of the project entrance/Lake Washington Boulevard Intersection. A more detailed,Level I site plan review will be required for the Individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be Issued - until approval of the Level I site plan. • PROJECT LOCATION: 1101 Lake Washington Boulevard North • PUBLIC APPROVALS: Administrative Site Plan Approval(SA-A);Shoreline Substantial Development Permit(SM) Comments on the above application must be submitted in writing to Mr.Peter Rosen,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 2,2000. If you have questions mowrrds pooposo4 crows'It to be made a party Ore-cold andrecent adliffonalnotification by mail,canted Mr.Rosen at (425)430-7219.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. - PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: I December 27,1999 , • NOTICE OF COMPLETE APPLICATION: February 17,2000 NOTICE OF APPt1CATION NOTICE OF APPLICATION CERTIFICATION , I, YcLlec J\..S e v� , hereby certify that. 3 copies of the above document were posted by me in conspicuous places on or nearby the described property on . 2/ '-4 /9 J Signed: ( L9---9—,- -Ig, ,,f,._, A u'bST: Subcribed and sworn before me,a Nortary Public,in and for the State of Washington residing in �,a�StBr� , on the 1 (�`a'ti day of �-1,juC L >zoo 1 MA RIL OYF / :: NOTARY PUBLIC - W CGTEFONF , L<2,7_), ct,..4,....H, 'aCSOTAMTEMISSION EXPIRES ' VY41RARAIPLYPON j_ .,JUNE 29,2003INMECNHTEFFEXPIRES:6-29-03 Y 01'1 ��i 4. MIR 4. NOTICE OF APPLICATION ' . • A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. • • PROJECT NUMBER/NAME: SOUTHPORT LEVEL 2 SITE/LUA-99-189,SA-A,SM j(� PROJECT DESCRIPTION: PROJECT DESCRIPTION • l The applicant,;SECO Development, requests approval of a Level II site plan and a Shoreline Substantial Development Permit for the Southport Development. The subject site is.the location of the former Puget Sound Energy'Shuffleton Steam Plant,which has now been decommissioned. The Southport Development is a Planned Action and an Environmental Impact Statement(EIS)was prepared on the preliminary conceptual master plan. The.EIS also evaluated potential impacts of Comprehensive Plan map and text amendments and a concurrent rezone of the site from Heavy Industrial (IH) to Center Office Residential-3(COR-3). The Renton City Council adopted the Comprehensive Plan and zoning changes after completion of the EIS process in October 1999. No SEPA environmental review is required for the proposed Level II site plan because the conceptual master plan was analyzed by the EIS on the Planned Action. The Zoning Administrator will conduct a consistency review to determine if the Level II site plan is consistent with the Planned Action conceptual master plan. Approval of the Leviel II site plan would vest the project under current zoning. The applicant is also requesting approval of a Shoreline Substantial Development Permit for the Level II site plan. A Level II site plan is a conceptual master plan prepared to show full development of the site and the phasing of construction. The Level II site plan shows the mix of uses, building density and height, access/circulation, recreation and open space,and other development features. The Level II site plan for Southport proposes a mixed-use development consisting of six buildings. The development would include a 7-story, 220 room hotel above one level of parking (220 parking stalls), two residential buildings with 4-stories of residential units (includes a total of 395 residential units) above two levels of parking (682 parking stalls), and three office buildings with 7-stories of offices above four levels of parking (1,855 parking stalls). The office buildings would include a total of approximately 720,200 square feet. At least two restaurants and specialty retail would be included with the hotel, residential, and office buildings,with la tot4area of approximately 30,000 square feet. - The proposal includes a promenade along the waterfront of Lake Washington. Public access to the promenade would be provided from Gene Coulon Park, a City park adjacent to the north of the subject site. Off-site improvements would consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance, signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection,and signalization of the project entrance/Lake Washington Boulevard intersection. A more detailed, Level I site plan review will be required for the individual phases of the proposed master site plan. The phases must be consistent with the overall Level II site plan. Building permits may not be issued until approval of the Level I site plan. PROJECT LOCATION: 1101 Lake Washington Boulevard North PUBLIC APPROVALS: Administrative Site Plan Approval(SA-A);Shoreline Substantial • Development Permit(SM) Comments on the above application must be submitted in writing to Mr. Peter Rosen, Project Manager, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on March 2, 2000. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact Mr.Rosen at (425)430-72191 Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. - PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: December 27,1999 NOTICE OF COMPLETE APPLICATION: February 17,2000 • NOTICE OF APPLICATION DATE OF NOTICE OF APPLICATION: ;bruary 17,2000 • :... .. - 1 -_,,,\.1.1„. —4 • y f m 1 . i- •` • GENE COOL MEMORIA{• < `1 g • �M ~`i^P EAy. CH 1...- ,IG.t,•'ill t ..., 5-.1., ... > ..yeti'+ Il'LI \ '.,:r"':.\' 'I 0. . . ? !. `OEdI \` ` .''' L0£ TA ,.. 00 . / / i�€, c h..-73 ,-\ T• SIA '✓ s • • • NN • / ,s k WASH . Q`• / r g , C \—s . T' Sy,sOTON AHO}iE . ``1�. S Or I� VIS,^ p a,elx '.I• ..,A;.;A. o • 1 ymMn, • COM \ G001/ • s ' •\ - . i Jib :�-.�-/ i• ._. --.O I..Y......0• i 1 - (1 i H§,. - ........... • •\"" .1.. "1r 6.:........i.ii. 11 . s; .b i I ,O I �.I Iro lit • • • NOTICE OF APPLICATION - • o fF� March 17, 2000 C/71-Epp Ken Wong Af0 M04, Are 412 Windsor Way N.E. ? Renton, Washington 98056 ��`"F��FO?DOQ Peter Rosan Senior Planner Development Services Municipal Building— 6th Floor 1055 South Grady Way Renton, Washington 98055 RE: Southport Development Dear Mr. Rosan: This letter follows my previous letter sent to you regarding the above referenced project. About two weeks ago we shared with you our concern about the negative impact, which outlined on the attached partitions on behalf of the residences. Signatures collected are residences within walking distance from my property (about two blocks limit). It is possible that other residents beyond are also concerning this project. This community is still requesting a public hearing by the Development Services about this development. We are looking forward to receive notification from Development Services. Thank you very much for your consideration. Sincerely, Ken Wong Windsor Hills Resident Attachment: Partition "A" Partition "B" Partition "C" PARTITION "A" Concerned residents of Windsor Hills regarding the matter of the SouthPort Development. *Improper notification of project to residents. *Blocking of our current view to Lake Washington. *Depreciation on our property value. *Re-routing of air traffic to and from Renton Municipal Airport. RESIDENT ADDRESS SIGNATURE BONIV/4- 8eAk J& 1 i-/a9 vim/ Ds-Or Vt/AV Iv 062,...,-(Li R- n 41 I fr\ck K .[3,Ia-,--1 c ya(D Lt);,.,c45o r- 'L.)cny/U `Y►?� �f , r�� f ie 1,14 �1 1A4 Out I a`ro w 1 IA C.� 1(? 1� I V cc('_ \ 1 Ul 1,4 T-T HARR1S 426 vv IPJD5OR WY. ,E • 11c5 {16 /\d,50( u) .ol�a "7,,,a, 7 4/ tn1 c_\ t3nsIT�� �1curl►DsnR �iA a l�/ /V Ke,u1N CoSvw(iG-N y23 (-- -ta.156R �., NC, - i Af lie L.. L J vI / 43 3 /4)/w1s o,2 )V y E . V '26-4 ) r t ?O \ mda47t, PR. IN . �'�ss a ss�� s o 4 i /1 utt 5zt rr 5-4 if,pv r+ PI NE ` P1 ><, /,U6:r LC) Adv'r(.ti 5db wiluDsote, ',I_ /V E Ko -'E1 ry-4\ I (✓LY,n -,,o,c' CPC, N 6 c -Ie raAA - A,) ',IDA L' Ern Ey 6i9l -SPRommo 71, W.F. iSt.6/1 ea A.ue1--) cc-0 /''- I--o71 .)u LUci-el jjf S- , a, ea/-v(--rj-Ifle-c_.— eaC K\� W1CA kIv % t {25 WI vi d soY wa ' 0/0,Aiiu. , _. ..:. PARTITION "B" Concerned residents of Windsor Hills regarding the matter of the SouthPort Development. *Improper notification of project to residents. *Blocking of our current view to Lake Washington. *Depreciation on our property value. *Re-routing of air traffic to and from Renton Municipal Airport. RESIDENT ADDRESS SIGNATURE h N y f N.e, igAith -6e416,2- '11 ' fsir,-, t 16-14— 4 s' t^r),.. Sok L., eV "/�/iNZatJ A. L/n,n, f /!t!1(lr. , / el) 134 taletArt4 ggyolxv) .44 y7/144/ r1,,rt "y.,f S'z-N 417 W 114,1 sc.: r 04.440 R.et , / •, . .. _ � " f P —/A�. � uJ"_S 1/2i et)i v Sa2 NE 4/7114/ fi, /,_%),,,,„. ,, , ,,,,..„,,.....„ , , ,, e...„47..._,,_,,, ,,::,,ii,....,:____., N P 6‹ 3RoA1S'Ai . A nig , guron,' 0o , k Jhn ,H& ( ti6 s ., kial �c k. grit J �m WA1.11-0 501 koikU6D-v W t'1_ ►9 off,.- 6, karriiit,, , ss4 3-0,,t&-,,, G&)o,3 NvC . c74/) /qfr - , c3E41R1),_%o,N. 661 N-qN*1-\UA\ N .R-Q40,),\ tflu, i 4/9.sazik) Ci' 1111M/15a/I Wy A.JERE/y6i Za4-0-,C) 614,„„L, ,,-4 ( /1M u./L/ //}}//�� / .J -a �' !/f.t�1'!,�Z'� ,�.°.i`-.'' , !;` �� 4�',/ � c_fly„,_, ,/O - „ /2,- ,4r.vt g ►-r ___ -TVal[ear,P� iel G . .1k .6-ro c,yrs, `g IRP YIDvL_L_ drn �,4 q b�; Cfr nd `-wadn 11,3e i/Jn w cifij--1Y {PARTITION 'IC" Concerned residents of Windsor Hills regarding the matter of the SouthPort Development. *Improper notification of project to residents. *Blocking of our current view to Lake Washington. *Depreciation On our property value. *Re-routing of air traffic to and from Renton Municipal Airport. RESIDENT ADDRESS ( � SIGNATURE /,- Nt hnl S ,!�ir• rn i (th 3 �;/-2,4/0.7e y /.6 /�` /1A :x742 �/ /4(f r. tem P. JO/1's A941 7 gfrAgAnd PAi lkica,A,/ie , 7147,,,, i i"H.... .. 1,42._ Jo-/1 0 a d S ziO q Crlah d�J 6/,Ja j A/P.. t% i� C.--)A p, (y .& r /,/,- ..,-,(../ ,e ,1-,./a..6-a4,..-- (7-0 4%-/-61-1442,ti--7 iv E- ( ,77,--v---d_e_l& /42"fri,-4.66,-,--, )i"th'c(InA(» LI�\I blvt;ll'i d v u96A,1 ICI% :)-' (L/71 ,4 6'Ll u(1-2- ' /r7I �IW:' ' IV' 6r(7,r! ,4\///% /ii(/ 4.- Wi%k/:/7( �15,7 ,) ,/ 14e ^e f re i c.Iii 7 6 h 4/i c' e-i 1� A/ ' L '- � �'.y-°'4 ,;Xi-:�� I il,i F.*c-ic , q 7 6 e3Pw w 1� 4y n./ ' i .cam' / Lc,�-L) ✓ t -.- k T I vi (.,`P i!��i 3a'7 .?. ( ,.,- r l U(o Ke.�„44-.� 4i,�j +,,,nV il \,ri, nit1G4 „iiAXfY9,)II 46,'' . /`.4kii)t `/ (,u,tr u,6, �)h h'��l�J l�/-147 f% Ors-' -5'/2 C;/� A i'"C)f'i'�'�i°P� Gf9c�'�J �''.i% ��-�,t� � , C,pl U�.Y , Ke-ediN. 4(3° t P( eiif•e -'1 1A)/'.!'-) A)5- l'-'°e1"-- 1/ Gam_ i \J Z - ' I'/ %;,"41 js/j / 0. v ;°I.. / ` `.�!`/,t.->).�T _N-''G:n%',"-4-) ,e__ r.,_ ; ', r�efL .5 741 ,d/ems--- eV/ /t! e` XZeu2,, # mac ) AID E cancL 9 W e C�Nam-L- L-Ci.v�d.r�C � �` ge • KN,eibrc T,i C F T E-4-co 4o42-GenagE - 1,ellb NE 7 1i YJ ( 1 ski ‘g 0147AX ( DEVELOPMENT PLAN NING March 4, 2000 CITY OF RENTON Ken Wong MAR 0 8 2000 412 Windsor Way N.E. RECEIVED Renton, Washington 98056 Peter Rosan Senior Planner Development Services Municipal Building - 6th Floor avUtl VVulal Grady „LL7 Renton, Washington 98055 RE: South Port Development Dear Mr. Rosan: Thank you for spending time with me yesterday regarding the above referenced project. Neighbors and myself learned about this project after reading the Renton Report. We have concerns about this project which I am outlining them as the following: 1. Proper notification to residences about this project. 2. Blocking our current views to Lake Washington. 3. Depreciation of our properties. 4. Air traffic from and to the Renton Airport. We are currently collecting signature from the concerned residences. We are requesting a public hearing to be scheduled by Development Services for discussion. A list of the residences will forward to you shortly. Your attention to this matter is greatly appreciated. Thank you very much. Sincerely, Ken Wong Windsor Hills Resident I � WI Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North P.O.Box 330310 Sid Morrison Seattle,WA 98133-9710 ( Secretary of Transportation (206)440-4000• • March 1, 2000 Peter Rosen DEVELOPMENT PLANNING CITY OF RENTON DCity of Renton MAR 0 9 2000 evelopment Services Division 1055 S Grady Way Renton, WA 98055-3232 RECEIVED RE: SR 405, MP 7.47, CS'1743 Southport Level 2 Site/LUA-99-189,SA-A,SM Dear Mr. Rosen: Thank you for giving us the opportunity to review the Notice of Application for the Southport Level 2 Site, which is located at the location of the former Puget Sound Energy Shuffleton Steam Plant. We have reviewed the subject document and offer the following: As stated in the Southport Development Planned Action, Final Supplemental Environmental Impact Statement and in the Draft Environmental Impact Statement,the intersections of NE 44th St and the NB and SB ramps of I-405 function at LOS F. New grips generated by this development that pass through the interchange will adversely impact and exacerbate the situation. In Table 3,the Level of Service Summary on page 9 of the Appendices,the impacts "exceed calculable limits." The Interlocal Agreement between WSDOT and King County states that one of the measures for determining "Significant Adverse Impacts"to state highway facilities is: A roadway intersection or approach where the WSDOT has determined it to be hazardous; or to function below WSDOT minimum standards; or will result in or add to a LOS "F" condition as determined by the traffic impact anal).rsis. • Under the terms of that interlocal agreement,these impacts would require mitigation. While there is no interlocal agreement between WSDOT and the City of Renton at this time,we ask that the City recognize the severity of the impacts to I-405 at NE 44th St. J SR 405,MP 7.47,CS 1743 Southport Level 2 Site/LUA-99-189,SA-A,SM March 1,2000 Page 2 Based on these impacts, we recommend that the developer participate in the improvements to the NE 44th St/I-405 Interchange that will be made in conjunction with the Port Quendall development. If you have any questions, please call John Collins at(206) 440-4915. Sincerely, Craig J. Stone, P.E. ' Area Administrator- South King CJS:jc JTC cc: file Mark Bandy,NW Region Traffic Gary McKee,NW Region Design y t IiiiL t � � � RJR: I : :' `� `� � ` I S SU OU ING PROPERTY OWNERS:..::.:: UP,OF i E—NTON PROJECT NAME: stn pO r+ �,r u ( c;r1 APPLICATION NO: LUA, 99 - 169, SF-'Pr 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 jaole6 Reek' Bviooman Mot- A1oPxd.een 764, N - NUMBER /q/ ' �-►`�IwA Pibogbz�2� O(61-30c5 - 100I - 6V Aurlt aryl Nair' qoo Lake kin m 5hioi 23bl - O Iq I -DO Ptrt n1v1A ale6q5 b U E Golf g& Li-Do (,1164) hIbV I L (Q 0) 13 - h- . Glt1� Of p&rUln • II D0 (Ake Wa6HI, 1Tvi B Iv01 A. 3 3 1-1-1-50 - 0775 -0 I Rev,-1- le, I VIP g bl b • ma. lull. . 20 D AAI11 ANit.-5 • 4htu n oi t055 - 132 • UPue4 OARri tiri rs i ler, qD 0 L&ke W In ' Blv6 0S 230t; - q05'-03 Rengl-trn WA •off Y A:1lcng' PO Pao 10166? 13eI(GV•Ue, WA- °IboOq- 0(66,(6 U Puo�fi Gwal, fvtrsyoec 120 I,4q_& Waottngihm Blvd) 0b23o1-117g -07 ►'ai l cr of. Po 130i- Be/llcvue , vJt Dvq, 6sbc Buek,r birapponj Oro Lotlz, WALh� -dim N v1 O 2301 -1071,07 RrAntm I/4 A- 4)g-0 ►mai (t/ '. Pp Bo, 37D 3 gea Hie. , Wq l 'I24-3703 $oe lri company to L,ke V o ck ttm , Vol 0 o22 of -01 - 0 (Attach pdditional sheets, if necessary) J PO 101` 3103 .4pA►tki,_ _ %AE-1 4S1tiLL_.2-m2 (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification' l‘<, , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: • 0 City of Renton Technical Services Records Title Company Records 0 King County Assessors Records ' �,VISOR/�• .•• N►1TSl`��•. Signed Date f AR.Y l`2l' v•:y�°� A��•O J••.y % (Applicant) NOTARY Que` ••'C9: ATTESTED: Subscri a an sworn before me, a Nota P}i blic, in a for they:l�.i4 'r q residing at on the 7�11t;day of ' l' ••_„,a •`�; •� I• Signed • • (Notary Public) ;;;:}:• .>: Ct �.,5oJ :::::.:>hereby;certify::thaf;:>notices;;of;the:: :ropospef"a p er 1#P:< <;::::::>:<. .. .::::.. .... . • .:...Vic......::. -::::::..::::.::.:::.::.::.::.::::>:::;:;::>::>::»>.pate .:::::::...:::8.::::I :::.:::::::::.:.::::::::::::;:>::»»>::::»::::;>;::>:<:.::>::::.•:. • ATTEST::Sutiscr�bed andaw .n.. ore m a N t ubltc �n and for the State of Wash t r . . t ti6&ii'S.5.:M. ‘ti*iti4&::".::09:45;a4.4W4f listprop.dog� REV o7/9sARILYN KAMCHEFF MY APPOINTMENT EXPIRES.:6-2943 2 CITY F RENTON ..� it%,‘ Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 17, 2000 I I Mr. Rex.Allen SECO Development ;10843 NE 8th Street, Suite 200 'Bellevue, WA 98004 (SUBJECT: Southport Level 2 Site Project No. LUA-99-189,SA-A,SM (Dear Mr.Allen: 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. 'You will be notified if any additional information is required to continue processing your ,application. Please contact me, at(425)430-7219, if you have any questions. 'Sincerely, Peter Rosen Project Manager II • 1055 South Grady Way-Renton,Washington 98055 ..:.:......................::........................................................ .....-...............-.......—................-..................-111461.1!USE.P.P......E....R.iM...... 1.1. ______________________________._....... _ _ . ........_._ ................._____........................................._________ ........................................._________.......... .••••:::. . .:''''.....'....... ••—.•—••••:'....l..............— 1.•• • *• - • —•••-•••• • ••• •••••••. ..•••...•-•••• — ..——••••••• ••••• .. , ,..,...„.....s.:.:.:.:....:„.:„.:„.......„„„„.,...„:„.„:„,„...,„.„:„,........„:„.„„:„....„:„.„:„..„.„.....„:„.„„ _....._.......................................... .............. ..............................,_,.........................,„...„...................„......,.......,..........................: .... w. ...., ..,... _ .... , , „,.„,„„:„.„.„..„:„.„:„.„....„:„...„:„:„...,...:.„„.........,...„..„::::„...:„„.„,.....:...:„.:,„.......„..... ..............„_........... . •„.....,. ..._ ::::••:.::::::::.::::::•.:::::.„.:::::::.,::::::.:::::•• ••••. .....:.... .._ ,_ _. •_ _, . . , _,_, .._ ... .. , .......„_.....................„._.......................,„,...„.................„.•„.................••„:„.„ — —— • ---.........:.:.:::::::::.:•••••:::::::::::::.:.:.:••••:.:.::::::.."....::::.m••••••••""±—:-. .."ER..._PPLI. . _ —1—...---......................—........---.......... ...... ................................ ............. ... . ._ _ ... _ _ ........., .. . _ _ ._ _ .. _ ................................................................ ................................. ..........................„.... ... .... .... __ ._ . .._ • .. ••••_•••••••••••••••• ..•••••....„.••..........•••........••••._•••• _ _ ..... •.....• _• . •_•• •• _ _ _. _ _ _..................•••_.........__•__•••_.••••......„....... ..............w...,......,„.„...................................................„...................„:„...._,......„.. .. .:: ,::. :,. ,: .. .::„.... _ .: _ _ . .:.:._ „_.......„....,:..........„...........„...............„..........„,.........................,........ ...............................,.........„„,„,......„.....„.....„........„:,.........„„:„...............„,„....„„:„.„.„..., .... ..., , _ , ,,:,„ _ .....„„.....„„,........„„.„.„:„:„,...„„,,,..„:„.„:„......„,„„„„....„„„...„...„.......................... ......._......„.........:„....................,.....„..._.„.„,.....,„„_„,„......„.„:„.........„,„,... • .. •• ,. • _ ._•••„....._.„....„.....•....v.v.%•,............•,...„.......•......„...••••••••• •••••••...••••_.•••.,.....••..........•„..........„........................._,.............................. _ _ . .„„, .:„..•.•..................:„...„..........:„..........„.„__.„................:„..........,••••••••• •••••......••.......,........„...,..,„„....:„.:„.„:„.:„.:„.::::::::„.:„„:„.:„:„:::::::„.:„.::::::::::„..:::::::::: c.. ... _::.:::::.„.,:,....:::::::::::::::::::::::::::::::::.::::::::::::::::„..::::::::::::::„.:„.:„.„.„................•••••••••• ......................................... ........ ...,......„..„.....„:„..„.......„„„,„.......„......„.......... .. >;NE (st.,,>><>`,,..„:'><:: iii : >:::': ekite >I N:F'.:.:.:.>::M,:.;:T.... :..,.> ::>:>:: > Note :€f fa ere>is> ora:than one?Ie"e1 OWne p easc ettacF a :'eddilional .. ... . M .. . . :[laiiiiig.;i14f8i#ter A':i01 cation?fCr:BaC 1':D111r[1e.,...:`:::: ::::: ::::<:::':<:: ::c::<>::?:?:; PR _ . . PROJECT OR DEVELOPMENT NAME: NAME: �iG . k C�71�5 ( S�I;i (�"ib(�.l, SO14 +1°d4 i t LI PROPERTY/PROJ�E,,C�T�ADDDRRESS(S)/LOCA�TIION: `A° e, ADDRESS: /�� gr` , ,/^si. S. �� ( b ►`i- 1'V&*rni 1 DI/ - AL eh CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 61.AA,>VIA Wil-- qgq•eel. TELEPHONE NUMBER: EXISTING LAND USE(S): e;:ki ) ote_;6636._ :«>€€ PPLICANT:::: f th r [ a wn'er > <> PROPOSED LAND USES: '. CeMivti:..144A111" /' - "Ae\ NAME: COMPANY (if applicable) EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: G r al— 114 1 ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: 1 r,e,,, i►oon) (� - J TELEPHONE NUMBER: � PROPOSED ZONING (if applicable)):: E-U7f Pl. v P'r r , n • :.i::::::i::::;:?::r:::::;::::::r;:i:;::::i::,:....::..:...,.:..::::................. . :... .... ... .:.... .... .:,:.:::�.::.:.... CI I i Vf- I^�L�S Itai�4 SITE AREA (SQ. FT. OR ACREAGE): NAME: Re))4_, A-//1, 11 II Q C '2 iv y - - - --- /27 s ECEi Ci' COMPANY(if applicable): PROJECT VALUE: ADDRESS:ct-eo 19,bkfliZ91°111 I J/Jf4/� /1� j�/I� /\J J ( J eh" IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? gill _i if • / ZIP: b2-i/wfiri/tv / i44f " 160=F SISE TNHT SVITE EA LROECAA7TED IN ANY OTHER TYPE OF ENVIRONMENTALLY -- NO--- i�,,�.tAw, -TELEPHONE NUMBER: (415) 66_ f ,l+ ci .3 yi We ,� tack par l F:ee if:>:ne•:essary >:»»;:<> ::<»<>:<:......... LEGAL> .:R„,„ 4 E7 F''iP�:R# PERTYII> Ee. ...se �I i PAP.6f2L. 6 e5 l Lb(A- 16 - ill,' , R iki r aa44 vilili.jii,viri u'd®( tv. 13b .14L.Irieti( qq oQO( 9.01 ei'. '1/LAie try i at4 r`y 6� /Ci7 4/ � ViiiHr 141A16 . :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::: :: :;:.:;.:::>:.::.:»::»»:»>::> cat v......... .as..t...at.a ........... ...eta...................e�e.............e....ees ............................................. ..................... .. . .... _ANNEXATION $ SUBDIVISION: — COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ —TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT . $ KC SITE PLAN APPROVAL 1.- V( 5 $ /000,00 _ 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: Ai SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _ VARIANCE $ EXEMPTION $No Charae 4 ENVIRONMENTAL REVIEW $, /// REVISION $ l40LfL�h1.lhlln �1C�sS �) 7� J .<A .:. . E OWN:ERSHI' ::: << P >>` ><>` :' '<'<> ` < < ` Zil I, (Print Name)Pllal-Atti (.i( I -r, declare that I am (please check one)✓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. %%' ARM/TS,•♦♦ ersa ill iWA ATTEST: Subscribed nd sworn to before me, tar itbyi g for the Stale of :tt residing at e p-rill; ..il. • (Name of Owner/Representative) '�LI7� ,on the`?.1. dayi.of �U' ` pip�0 1..= 19�1 (f3 m "''' ® gym: y t UF2I IC i2: o. -(Signature of 0 sentative) S;3 .. ..,Gt• ( nature of Notary Public) 's4 WASN�'••� _is, ......... ... !::»>:»::iiii:;:>.::>;>::>:<<::<:::<:::::::>::>:>::>::»ii;:;<:>:::a«<::>:>gi:»::l his:$00;ion- be:,-;am leted..b ... . ..Staff.)...... . i i.ii ... ... ...:....CIt....1=11e.N4mb01... � ....... ......... ... ...A.....AAb.; .;BSP;;;;;CAP..S::.;;::CAP...UCPA;:.:;.;C.l1.-A;;;;Cif::H. ;:1=Ch:.;; 1LA.;:.;:.;:.;>;;:.;;:::: . A:=:, S>:<'- >< HPL_ NS : ' ,:s F::>>tt- `.' ..'_B >»`. >> ::>::>::»::>::>::»::» ::>:; :.:. ;>:»>::::.> ;::;::: ::»::>. :: :: S S � SHPL A SHPi...�€ SP :::::SIN:::>:>:5.11�E:: �::: A . 1l�8.....1�.H.....W.... :�»>:»>::»>::>:MkLP;....�I'Up......I=P.)'f'.R.....RVMI�... ....R..... A. ...... ...... .. ... :... ....::.. ..TP`...... .. ........... I'`OTAL'POSTAGE>PROVID:ED' ><'`; ' ` `` <i«» ' '»< ' >>< ' < > '<>::>:<::::>:>::<::::<::�:::>;::>::>::::>:::::::�'CT�IL:PEEs�>::>::�>:::: ..:::.��.: < »>�>::....1' ... . . ..OSTA R. .tt. . ....... ......+ ..................... ........... ..:::::::::..:::.:::::::::::::.:::::.::::::::...:.:::.::.:::.:::::::::::..:.......... ............... ....... ... . ........................................................................................................................................................ MASTERAP.DOC REVISED 8/97 ' '.: DEVELOPMENT SERVICES DIVISIO'..- WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS :>::::.L:AND:<U.S.E:PE .. T:>:SUBMITTAL..::::::::. .::WAI.VEta.:::.:�11.4�?I.:.I.E.t3....:..:.:::: : :::: :: :.......::: . ..�:. ::::>:::>::»>:::<:>::::>::::«::::<: REQ .[RE. .ENTS.,.................... ........ ... ....8. . ......... ............B. ........... .......... ... CalcUlation's, Survey, Dra i na:i f: S>:v;:i ii::;:;;:;a:::;•�6;:i:::ii 'F '2 ` t tl =!> < ? 1: ?«i "c 2 [ ai i aL sass = < 'as < i E 2><'2 2 ii }it Y` c:- rainage Control Plana,;: >;. .;;;;;:::::::.;::: ............................... Drainage Report 2 Elevatio s i .n .Archithitec r :> :: «>- :' >:. i$1!« .:..:. €:: :::::' « .i.:m<€ isi :,:i. < Elevations, Grading 2 E .st.. ..' o p G..v..nants:� .eco.rci#d>'C: �::;:::::>:::::::::> ::<::>::::>::::>:»:>:>::>>::�:::>:::::>::>::::><::»:::>:>:: :»; > :::»:::>::>::>:>:<::>:>::><:><_:>::>::>::::: <:::<::::>: :> :>::» >:<:>:::> ................................................... Existing Easements (Recorded Copy).4....... 0. 1 . . ....I. n..Ma lf..a liabl1:044:::::::iIiii :: :: :<::efkiiiiiligiligi> '><"> saig i >€ ::<::11:11:::::1111i:>::><:i :>€:::i:»::><::> :»:::;::>:i>::::>::::illililifi;<:;>: ....:: :,.::.... :...:..::.........:....::::......:. ,::..:...:. Floor lPlans;3 AND 4 G: ec...6.:: a>l: :_:_o.......... ! <.<.>':i ;:>: :':'<;,:. :: :: '<` i << s:>> <'`:€`'i :< <:: ;; < :<><<>>:<<:: ::< :<<:€<> i :::: gii•i:[<<:i: ::igNii:»<>€i eof.:c. nlcal Reportznr.,R� ..:: :...:.:.:.....:.;:: ...;:..;: .........................................._. Grading Plan, Conceptual 2 n ..Plan .Detailedz.::::::>::r <; ">`': '' <»:':: R >: <»n<>::::> 2:0 > > ><>>:>::`»: >>> < > >'i> > »:>> > :> >>> 9 »> ::< <: King County Assessor's Map Indicating Site 4 n ua 3::.' : ::::: >' S i'i i i L: :i is<>i22 :`?:':':;:as2 t i2> i i i i i i[ i i i:; ii` iii'i it i?y' E fi`t si' i ii s: isis3i?i i [i`i i>i:i i i ......................................... • Legal Description a List>o.f'.Surro.undm :Pr ;::.::;::;:;: :::::;<:::: :.< >.::>; ::;:>::::::::::::>::::> :::>::>::: .:::;:<: ::: »::..:<::: a>:.<:;::<:» s :::::::::::>: >::::: ::;:<:::::<;::>: :::: ::.:::::....::::..:::..:.g .:.::o :ert :Qwn.ers.a. . ... . Mailing Labels for Property Owners 4 M nd tl s ............................ Master Application Form 4 MonumentCartlS: one...er;monume t :, ..:. ..,.:: : >.;:> :::;< ::: .:,:,:::::;: :::>::: -;::»::>:>:<; :1:#.;:.;;:::<.;;:$0:::.;:.;:.;:.;>;::;:>;:.;>;;:11:-.;::IIII:.:;;;:.:;::::.igi$:..:.:::.::::. Parking, Lot Coverage & Landscaping Analysis 4 . R ct ns P T M .S a:' :,`;:.:3`;: ,'i`"::::''.,`:: :: C. < <li« `? '.'>:":is: ::< :;:i :: :2 2<?::%' ``'< 's ` F 3':lYr: <fi :< ` :?:::^C:a Postage4 PublicWorks.Ar..; .valo Letter2 .::: .:. .::;: :>:» ..:.;: . > ; : .; ; :» <><. :::: : :.::: : :;::.::;:;::::,, .............. ................... .... Title Report or Plat Certificate 4 Too -r : • ..; ...iii:::>:>:::;. iiii >::: ;:<>»;::;:>::>::>:>:::> .. ::»: :>::igiii.::>::;::>:<:>::>::;::><:::>:::::<:: :>:::: :.>:;>:::><::<::p...g aphy Map:.(5 :contours)s Traffic Study 2 ,moo✓(d-e i,. E7.s' Tree Cuttl n /Ve etatlo nC Ie arin ::Plana Utilities Plan, Generalized 2 WetlandsiDelineation Ma a..: > :`:':: ::<:. . >..:. :: ; ..::..,<:; .: ;::: : :: ::; >:>:;:; Wetlands Planting Plan 4 'v Wetlands Study.a-. ` C- L-YtS MA.C/CL4 rn lt� ,�1 GfgJ i This requirement may a waived by_:, ,_, 4 � '/� P y, ts`�°`�®r ` ! PI PROJECT NAME:1Sl.rvt11b(lrt- .�i'/. ✓•'i . S/k 1. Pro ert Services Section CITY OFRENTer,; 2. Public Works Plan Review Section, r tniG,.yl 3. Building lSection DE c `r iff.,L19 DATE: /2-27-- 4. Development Planning Section IR 'dr�" h:\division.s\develop.ser\dev.plan.ing\waiver.xls tilik4 yr/ UB 'OF r4 ji)4 0 a T 1' 0 /kb Lezz?SEC 0 Development 10843 NE 8th St.,Suite 200, Bellev Washington 98004 Level II Site Plan Project Narrative December 15, 1999 Revised January 21,2000 utk too rt is a seventeen acre site located on the south shore of Lake Washington at 1101 Lake Washington Boulevard N. and is west of Gene Coulon Park and east of the Boeing 737 assembly plant. This application seeks Level II Site Plan approval and Shoreline Substantial Development approval for the development plan as depicted on the site plan drawings and as described in the Project Statistics Table attached. Zoning The site is currently zoned Center Office Residential — 3. The Boeing property to the west and the Puget Sound Energy property to the South are zoned Heavy Industrial. Existing Conditions The site is the.location of the former Puget Sound Energy Shuffelton Steam Plant, which has now been decommissioned. In addition to the power plant building there are several other buildings on the site including a warehouse, pump house and carpenter shop. Locations of existing structures are shown on the enclosed drawing labeled Topo Survey. Special Site Features There are no special site features. Soil Types and Drainage Near surface soils consist of loose, silty sand to sandy silt and appear to be primarily fill material. Underlying soils are interbedded sands and silt that vary in gradation and silt content with depth. These alluvial soils are typically loose, however within these loose layers is a medium dense to dense layer of sand suitable for bearing building loads. The flat topography of the site presents little danger of erosion. All storm water drainage from the site will be collected and treated as required and directed to existing outfall locations draining to Lake Washington. Drainage from new impervious areas associated with off site road improvements will be treated and discharged to John's Creek, which crosses at the eastern border of the site. Proposal Description Southport is a mixed use development consisting of six buildings housing residential, hotel, office and retail/commercial uses. Please see Southport Site Plan attached herewith. Page 1 vo wit -SNI Q� UThrO `` Off Site Improvements Off site improvements consist mainly of improvements to Lake Washington Boulevard between Park; Drive and the project entrance, signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection and signalization of the project entrance/Lake Washington Boulevard intersection. Please see the Southport Planned Action Mitigation Document for more detail. Additional off site improvements will be constructed related to the extension of utilities to serve the site. Improvements to sewer, and water utilities are detailed on the attached drawings. Construction Value Estimate Current estimates place construction costs in the range of $350 to $400 million for the total proj eict. Excavation and Fill Quantities Based on preliminary plans the amount of excavated site soils is estimated to be approximately 19,600 cubic yards and the amount of fill soils required is estimated to be approximately 23,500 cubic yard. Existing Trees to be Removed Three cedar trees approximately 80 feet in height adjacent to the existing power plant will be remoived. Please see the topographical survey for the locations. Dedication of Land to the City There is no intent to dedicate any land to the City. All roads within the development will remain private roads. However it is likely that an easement for public access to the promenade along the • lake will be developed and be recorded for the benefit of the City. Waterfront Development ,The existing waterfront consists of a concrete bulkhead across the entire frontage of the property !(approx. 600 feet). The depth of the water at the bulkhead varies from approximately 6 feet at the eastern end to approximately 14 feet at the western end and the top of the bulkhead is 2 to 3 feet above the Ordinary High Water Line. No work is proposed beyond the bulkhead on the water side. Existing docks, piles and dolphins will remain. No demolition or removal of over water or in water structures is proposed. The ,paving for the public promenade will terminate on top of the bulkhead and will include a guardrail. Outdoor lighting for the promenade will be located towards the buildings ,approximately 30 to 45 feet from the water's edge, or short light bollards may be added along the !guardrail with shields installed to prevent glare onto the water surface. End of Project Narrative Page 2 I I 1124 sit Jetk PuT11ro ' / Construction Mitigation Description Construction Schedule: As currently planned, construction will begin in March of 2000 and phases of the project will be continuously under construction until December of 2004. Hours of Operation: Construction work will be under way during the hours of 6:30 am to 5:00 pm. ' Proposed Haul Route: Trucks associated with construction activities will utilize the following route: Enter Lake Washington Boulevard at 3-way stop (site/park entrance), follow south to Park Avenue intersection,turn east onto Park, follow to I-405 interchange and enter either southbound or northbound lanes. lvfitigation Measures: A self-contained truck wash will be installed for all trucks exiting the site. Street sweeping will be undertaken if needed to minimize dust and mud migration off site. A Temporary Erosion and Sedimentation Control Plan will be developed for the site prior to start of construction. Special Hours of Operation: Some night or Saturday hours of ma operation be requested in P ,Y order to expedite weather sensitive or schedule sensitive work. Special hours may be requested for other activities such as road or utility work in order to lessen the impacts to daytime or weekday traffic. Preliminary Traffic Control Plan: The entrance/exit to the site is currently controlled by a three way stop and no other traffic control is proposed. A Traffic Control Plan will be developed prior to the start of any off site road improvements. ' Page 3 I I 04 y V P,4 O � uThro SECO Development 10843 NE 8th St.Suite 200 Bellevue, Washington 98004 Soutkport F'roject Statistics Level II Site Plan December 15, 1999 Commercial Component Building Approx. Height Description Parking Building Area (Hotel Only) Building A 115,800 75' max ht. 220 room hotel+ Retail and 164* parking Residential Component Building Average Approx. Total Unit Distribution Parking unit size Building Area Units (Studio- 1 BR-2BR/2Bath) Building B 750 168,260 188 S=26%,1BR=54%, 2BR=20% 322 Garage 117,730 Subtotal 285,990 Building C 800 220,000 206 S=17%, 1 BR=52%, 2BR=31% 360 Garage 139,000 Subtotal 359,000 Totals 644,990 394 682** Retail Component Approx. Description Parking Area 10/1000 SF Restaurant 10,000 Sit down—high turn over 133 Restaurant 10,000 Quality restaurant 132 ',Specialty 10,000 - 34 • Retail Totals 30,000 299* • Page 1 5out6port project Statistics Level II Site Plan Office Component Approx. Height Description Parking Building Area 3/1000 SF Building 1 250,000 125'max ht 6 stories over 4 stories parking 600 Building 2 250,000 125'max ht 6 stories over 4 stories parking 600 Building 3 250,000 125' max ht 6 stories over 4 stories parking 600 Existing Demolish Power house • Totals 750,000 1,800 Grand Total Total Totals Building Area Parking 1,011,000 2,945 *Parking provided per Parking Demand Study by TRANSPO dated 7/19/99. Location of shared stalls and garage operation will be detailed in a Parking Management Plan. **Administrative modifications to parking stall standards will be requested to achieve this number of stalls. • ail • Page 2 -......-' ' , .. . . _ . . • - - - ..-• ,...,k,... FILED FOR RECORD ATTIE REQUEST OF: Puget Weems;loc. ° C 2 7 Ii9E,9 19515 North Creek Parkway,Suite 310 Bodwil,WA 980114200 L ri.:1177,,, zrc.LL.)r,,, -,...,. ...,z, _y t — STATUTORY WARRANTY DEED Oradea Paget Streatham.la OranteWsX Peat Wawa.Mc lir Abbe:rimed Leg*Sec-00.Twit 23 It,R 03 Evabi Fall Leal Descriptios es pap):1 STiltii-6 Assearet Tax Pared Numbs*01230541055,01:2303-9111,M305-9191 0 • Clamor.hied Sand Entspy.the.,a Wadiegla aupontion(fonably Puget Sound power&Light Company),for and in conaidcsatioa of ton ao/100(S10.00)dollarn and other mood mod valuable consideration,alas!aid,conveys aid wands to PUGET WESTERN,INC.,A WASHINGTON CORPORATION,('Osantee)the followirg described nod estate Arad hi the County of ION.State of Washington; Parcel D of City of Reason Lot Line Mumma number WA 90-176,worded in King County, 11. Washingtoo under Recording Neither 9902019014. ...1 VP 'SUBJECT TO:Eammeets.teetdctions.sesavations,covenants and sweementa. i GO 1 il Gine/op,on behalf of it'd(its men=mod assigns,hereby wawa not to directly or indirectly, of n any kern or in any memo,oppose,protest,inhthir,prevent,or othembe impair Grantnes CMICIC of S gI my right panted hereunder,including,bet not recesamily limited to,Grande tight es upgrade or 07 comma additional electrical facilities on Oradea Wain*electrical aboosioe ownenhip rilic Sebastian')or within the awned mew bewails Gigolos dkcting the Pommy herein so long as it does not change Grantee's acceedegnst sod will be returned to the original Ibis saw consouction.Without limiting the generality of the fotegoing Gnome,on brhalf afloat its soccemots and assigns,hereby cevenews not to peticipats,directly or inethectly,in ay appeal of the issuance of any govanmental approval or a:abominate'domenents recommy tor or Maid to all or my part of The Sebastian. (Manta may,ia its sole thetantine,seek sped&petfonnance of this comma(mduding withott Witham'an isjunctioe)wine Orates,and Oman%socomeoes aid sedges,in my aunt with jurisdictioe.Orator led Oman Weed said cowing to inn with the Imd,to bind all successora and amigos of Goatee,and inure to the benefit of di Orator%eucceseors sod magas. Dated 2-/-44-/9 9 .1999. •:4 I By: Atedbfivo46----Ar Is: Director - Facilities g r , ,; iii m STATE OF WASHINGTON ) ) is.COUNTY OF 14146 ) 1•., i . ..., 4tvk. . 4 , , ,tr :,jilay of C 41.411 IVA base me,the nada:4nd,perm*appeared -.,--- .--.,--, to men known to he this Director-Commie Facilities,of PUGET SOUND _Ai .7:-. -that=aka the forego's'inentenent,sed adeowledged the add inennant *P.i.4.1°1. . act authedad to awes the sold hanemat. 1° . -• _ • J.11- ::‘: . f --•- -:";—2.: :.• d ) • .41.41, . -... ...'.. ... . 3 ory the St* # , 3 , 1"T MI P aiding* . 721'1,1A --; spews swan woo*,Desi -I- 0247/0 • I T 4 r FILED FOR RECORD AT THE REQUEST OF: •Puget Western,Inc. • 19515 North Creek Parkway,Suite 310 Bothell,WA 980 1 1-8200 • • STATUTORY WARRANTY DEED Grantors:Puget Sound Energy,Inc" Grantce(s):Puget Western.Inc. .' Abbreviated Legal:Sec.08.Twp_23 N..R 05 EWM r,r, Full Legal Description on page(s):I 3?7!r r,- Assessor's Tar Parcel Number(s):082305-9055,082305-9178,082305-9191 O Grantor,Puget Sound Energy,Inc.,a Washington corporation(formerly Puget Sound Power&Light Company),for and in consideration of ten no/100($10.00)dollars and other good and valuable consideration,in hand paid,conveys and warrants to PUGET WESTERN,INC.,A WASHINGTON CORPORATION,("Grantee")the following described real estate situated in the County of King,State of Washington; Parcel B of City of Renton Lot Line Adjustment number LUA 98-176,recorded in King County, ;`. Washington under Recording Number 9902019014. SUBJECT TO:Easements,restrictions,reservations,covenants and agreements. .. CD CV Grantee,on behalf of itself,its successors and assigns,hereby covenants not to directly or indirectly, Qin any form or in any manner,oppose,protest,inhibit,prevent,or otherwise impair Grantor's exercise of. C7') any right granted hereunder,including,but not necessarily limited to,Grantor's right to upgrade or construct additional electrical facilities on Grantor's adjoining electrical substation ownership(`"The Substation')or within the easement area benefiting Grantor affecting the Property herein so long as it does not change Grantee's access/egress and will be returned to the original state after construction.Without limiting the generality of the foregoing,Grantee,on behalf of itself,its successors and assigns,hereby covenants not to participate,directly or indirectly,in any appeal of the issuance of any governmental approval or environmental documents necessary for or related to all or any part of The Substation. Grantor may,in its sole discretion,seek specific performance of this covenant(including without limitation an injunction)against Grantee,and Grantee's successors and assigns,in any court with jurisdiction.Grantor and Grantee intend said covenant to run with the land,to bind all successors and assigns of Grantee,and inure to the benefit of all Grantor's successors and assigns. Dated 2/ —/9 9 ,1999. Puget Soun ergy,Inc. By: Its: Director Corp° Facilities STATE OF WASHINGTON ) ) ss. 73 COUNTY OF 144L• ) On this l•3' day of W10l I9t before me,the undersigned,personally appeared a.5. Ikak ` tome known to be the Director-Corporate Facilities,of PUGET SOUND ENERGY,the corporation that executed the foregoing instrument,and acknowledged the said instrument i to be the free:and voluntary act authorized to execute the said instrument. • 3 " • Notary Publicin and ` the State of �krh residing at 5'414 -l- 02/17/99 Shurtlelon Statutory Warranty Deed Iyl�Ipb�U—�iNJ �p��F'�} f- • Mtduthll (rl Etr,h3 '14 112/".-16/99 _00 _OO I. .H t 1t9 9�ni�r fIli xi�a :�illi i i;�i 1i=i!�f�K;Ai$s��III lI- �IIIII i=uei g '• l= itT la a 1li•li ii ill i�A 111 0 17J iagx 'il `l$ a;, x �,:h� !li$^ Ii dlfd!=i:inip ` l� i ! = 'ilt.: 1,1 afi lAia1: idi.E °! - 'i p i jt �' 9 a ` `l i ' i. 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Ill ti 11 U r . . �ls: il3aI i aiiJ.ilx. 1. WA A Nil �a r .11.iz/ il.11.1111 . 1-1411 31 . 11 ill ! ,7 -ai_ --- ------r 141/1 1! 1 ii liPi Il INIP i r i 7,8 7 ,§q1X1 :.1 • = _ a# int 1 i :, as -ii _ggsg VIkRaVi 1 9 1111T x yl • • 1 ;j l i ! • O C m � � �; �.. R; R S - le l` to ZZ 4 -F 8 A gg gg ER l 'i nm < a R r t i g X°1x� V Rill i l 1 .a • x o }tom r R f1 I 3 i 10. Mw': L. NORTHWEST l/4, SECTION B, T TOWNSHIP 23 NORTH, RANGE 5 EAST, TA,� , _ Cm of aEr+ton FILE No: w� -9 -u- • KING COUNTY. WASHINGTON le i • ��° " iaoa' o 1..' rrlr •'C'. SCALE N l'IV ! y!/tam Int Y1 . t4W 1w+ , 1tt a1.w `OWN a .ww+r ilil NNW Wel Ns I�jwr�wT "WO WO , /�/J ��� Via:u,ww r nil<R Y •,• �` / V yijoi......,, V*, \ `, ti:„�a.wwl/ i,11,r+ !. 11J110 V I4 4:44. . ,,:,... A .,, ,, , ,..., ‘,. ,,......,. war No, , \ \\\:\\ LI Jur ilb ,•1wa. ,'°°'r.' V.'n /.�� ��-! ,Mr11w• • i� wii.tiw�t`wt relooViss Rw:,� rn+ / 1 ` ,p e.uol Vat• _taoA+�K�y a ttaX/q %�' ~mg rr rra � �� 1.1.04011. y UV Y[` ` 1n tWOtt_ L 1 \ pa,CM OP1 01.10411(14143 le 141110114 acetic sumo 10111 a.Wert MO 10614 r.aMl • Int UPC !' to.rav'""au �'� ° / LOT UNE REVISION tr MO aso a.0 111L+ i1,m194tie4 a+a• ` >1 :/1 PUGET SOUND ENERGY WI °oC110. 01100 o eralmo 1.1,1' ' h/• a SHUFfLETON COMPLEX . ransom vu" is � * !� .01. ; /. pw�e�et�rr+c�n _. • u J n tot11 l"C tegr:to MO latD la111t t.etl.r+ v' • Naltie„ltttwi� O�CflIC A1MT utAaa�YS(»� �� / /.. r1,l w....... •w.+.ems+ r tout .' / —r- tar K"..at�-� Ic„V W tuK',,1o.,ularlt MD 1 wa r ta11 �,M•�,r wit wrt.""'a.11om.wa.• avN1U1 WE Kum N Kites w,t IK 1K+1'pw \ K Wit+..+ `,•� - 110a �,pNI1r011 a 1GlS�8 MUDS k .Y ', \ t _.__ 061 • 1 as 1.01101E J A. ,1. !";'y;ii 111i.1'� rtt> �: \I ....• ` �� �.� �601 .. /' .i IM..'�Tr nr .i�• ;:gut..;,•-_ 1°6 01.4.01.01..11 tart a"Inn ut ."', "'rg ;!• R ,OalAa lei IF�f>a•,►•.• _ J • i . . • . . k II. . Vd003311 a E , s . :.• 1 . • . 21014;12q02)XrdiA IrViiiita7g TfruortrworriPjAvattrAggifol‘0.449/PrilusiZZ:311011 E 1 • 1616-SOETS050610F110 IS06-fOrti0 i • :(1).13quisti Tossnymealu altssidela kwaray _ . E 1 . Pram*j 0 I teld 00$110011309 074 wedmico E . ., 11... %MN'3E afro'NEZ dmvisoi's palms ins Is ding'NEZ dillarn.l.'S u09,35 (zantipannthOuglidN1sigu109323 io wrIPPcomboi-21)wapiNs a•09413136 021 tavriAanciv . v . • -nii huieum pied (s1s.(0a!pun sum lug lop'tug ouleu tset:003apru9 . . , . • . . • . . -3as•Mrairi pews pima (WPM Pim Ana 1119 WO 1011 num isiri):(1)amess9 . , § . goo mei hmeell,Sri 4 and,100 N :mow JO paulipis isannosa p 00nqiNsim aasszaps it) . 9 , 0) .r,.... s_loiLLY 1.....avrippapmrsoni 0: denoduroj xxamormi 4420r, ' W (uPotit Pouptuo3 stionxsagn io):(0PRIL lamina 2141 in"aiu i'PIN ..... ......" 00Z11-'1066 via taws wilstimo • 01 E riaS'Armin('4330*Rd SI f61 ' 152IPP,V . . -mg Ninzire linfid ninN . . . ' . . . • . . . . . ( . . . . • • .1 . . - . . , . . . . . so . ' 1 . . . . . . . 1 . • . • . , i . ... .... . . .., .... am i . i• 1 : • '........ , - • • . - - - • no • 1 ( • ( ar. • HUED FOR RECORD ATThE REQUEST OE Paget Westent,Inc. 19515 Nos*Creek Parkway,Sae 310 Bothell,WA 910114200 - RIGHT OF FIRST REFUSAL AGREEMENT • This RIGHT OF FIRSI'REFUSAL AGREEMENT therein"Agreement")is entered into as alba 4 day of F.%nrse.r.e. 1999 by and between PUGET SOUND ENERGY,a Washington corporation therein"Puget",and PUGET WESTERN.INC.a Washington corporation therein "Grantee"). RECTAL.% A. WHEREAS,Otnerce arricipers aiming into that certain Real Estate Pun:hale mid Sale Agri:anent, (herein"Sale Agreammtl dated Jemmy 3„1999. • [..1. B. WHEREAS,The Armament,is being entered into an the coeirdon that Puget grants to(h**ee the MI Fine Right of Refusal to purchase the following demdbed parcel areal atilt therein"Property" -4- situated in,King County,Washingtow Parcels A and C of City of&Moo Lot Line Adjuntreent number LUA 911-176,recorded in King County, :2 Washington under Roconffing Number 9902019014. AGREEMENT 705 In consideration old*tgreanents contained heroin and other semi and valuable consideration,a right of first tsfinal to purchase the Property on the following tams: 1. The teem of ibis Amman:at shall commence on the date ricks*of this sale of the Property ,elcscribed in the Sale Agreement to Grantee and shall terminate an the sooner of December 31,2010 or the date that the fiat=carat or snip of nand to Grade*ormenbip of aclimeot property("Graetee's Initial Buyers)conveys or°thiamin mama to ovni of mooed such adjured propetty,the sfsernet property Parcel B of City of Renton Lot line Adjustment number LUA 9S-176,recorded is King County, Washington under Recourses Number 9902019014. 2. Hat my time during the terra of this Agreement,Puget dull maim my bona fide offer to purchase the Property and if it n Pugeth ideas to accept such offer,Puget send Oradea a copy of such offer nod nod*Qantas of hgath heat to aunt&same.Orates;hall hare Ai Ask mein fifteen(15)days from delivery of such notice to Cinotee's address last provided by Grantee to Paget to shrew-Fes atie cram/Awl -1- COMM ' I I . ,:"y Ja/ 99022ti417 3 etaliltiratit UI'4tI1I II1t1 illtilii 9 hO*/ - t i 1 . I N W 21.111211 irtilLerfill. 1. 0, . .F 11. 1W lettleli tailgilit • . .' J - - • •,,,•:' ... '1 Warigt lili . tiPt • ithVig.4111. i il.N x Ili U%Ut . • I • I 990226 o > ' ,i‘.:...,,... ., ti.a .v.- • • t • a ' "'v'aL�`�=� 8« � �+f Z' \\�11111f1I//// �p y ••.? •,....'g as`::*4. 0 t t i rt_ 5 i . 1 •-.-i',77,............. 1 • S. - RI i it, y ,.N• 4 t • I .1 letri II 9,"\i .$ e 1iiqnuNea tip. , t Li - . i W -' , '' •. , 'I• lai, twil - I i 1 t l t #t 1 q . , ; ., . • , • PL 1.1 II i W. • kt • 1 e tr t , ! • '4114P' It r • - I It!, • , . . . 2:11.4 . I I f a I i 8 . trill • s c . .. yl ..• + . 14Or682.-- — - -'- ii • a. _ .----�— - ' •:• ( and aalaloTlod to re that .�� ' I Cho :ndl'riduals doserlbodim and who e.aaatod the within instrument, cod :n.,. 3, .. . ' t and voluntary oat and deed for the uncle and purposoa therein mentiaxfd. .'411 _ of and sealed :he some na Choir free �.� • �g i Titnesa my hand and official seal the der ocd yoar in this oertlfldato first above written. :•• I (c. C. notarial =,nn1 ` Notary Public Snared for The State of '• ,{, ' ' (C�, s, Jan la, 1911) ToshinctQa. rea ldin6 at Seattle. . ��. ;aahin on Title ins CoGo Dee 31. 192a at la min past 3 i. Y. • i • '1 Filled far foaord at ro3uoat of Gt �` Coerce gran:, County Auditor ;,• . • 2509193 i The City of Seattle Quit Claim Deed j '•,'•�•. • • -.. �.Seth D:. itorford _ _• -.`. - Quit Claim Doed _ . oor oration or the State of�lachiaston, in consideration of Too 1 •.y ^ .'f:to Clty t. m\-tial 1 7 1 ':'?: of 3u sttlo, P" a to Soth H•:Sorfond, all i ._. - t paid, horoby convoys and quitol im-a ,r (�225.00) Dollars to i `( _ ..• '.�� '- j 1'-t Ent gnanty-iiso . real eatato, in `'•ins Cotmty, :Taahinstoa, to- .f - and :o Lho faL�a-'SG doaar_bod '• lea'•= Z _1 i�tt =1:10 and interleaf in l -! wit.• .... Z. Addition, amco••t t•t portion candd✓od for street �"'- "T,.ir•r0 Il; ?look i of l.u.a ;green;Aka Nor y1 ;More x:4i _-1 -_,.-- lot a, ofNorth Green Lake lay �•; . -�-- I to Ordinances llo ClS3G, • Cause ll0 196433, for rho eat3blis) ont 1 .:..:Stara;�i• purpoaca ?ur avant to be ozoontod by its - '43!�?'�^ of 3°attlo has ^ausod thin tnntntmont •�" µYirdl . ... • - '' In?ltno is apron T. 'ho eald Clay �1_. authortzad pursuant to rho proviaiona of Ordinance No SG..4 •,: ;1'rr.._. t trallaT :hereunto duly . . tr'= :2 I yayor and City Carp a, ;his 23 Any of Dovoohnr, :92a• 5jcP,\. is corporation seal to b� _II .. and has cauaod - P of So attic `'��''. 1 The City •yiis�4�P..a •`, :+ , ,. - i (i'ho C of 5. Gor?. Seal) _ Its Fhror ' '—'.---CrI_.: j Attest: 11. •• Carroll. Ile _.'r Cactntrollor. . :••'..:-• t%•%:I•`'�'. "T, •4-y • • ; State of nanhlnCton )' .''j• .4.7•.•,.' y _..-. oS tan' that on thin 23rd day of November, 1929 •...••:_o1.4Jyr.4,"• r..is it Ccr __J 2'to `- .TY t County of King , for the Sta n of ,ilea inCton, duly oastisslanod and ,,,,,_ :.- - • .... � bo fern po,�tho ;atdorlei6-ned, a notary *'ublia � and ...dcL_7::,�_• _ :o ate rso ally Yr cm to bo .a 7;ay.,r atd ^.-_ JL'..ur r onk Edwards and F. a. Carroll, ?° ,;;:� .• ._ , - I o arod i1• .. -`o ors ♦'^ _'�3 .r'•F4._ axone, P'rsonnlly PP° oration tS.•- osoeutod City.Comlf roller, roanootl-raly, of The lily of••aat.:lo, Cho municipal corporation ♦n act altii.n+t 'i•:`-''��•� to ma thaty alQtod and aoalod Uto coma a3tho Roe and mltm. ry � -• Q' rho 'a" .. Snatrtmont, and =;.:arnrlodlod � ti:+r :a:,Fr oln to ozoouto paid tn- rtYy�•`,.r - _ _, � 'j� and flood of .,aid stmioipal corporation, and on a.th stated that `_hey rroro authorized �•,•y atrumont, and that rho coal aff!snd to rho coal of sni•! municipal corporation. .„s rCOV.rT, :litnoaa �hand and ofTioial cool ::.c glut "ad year in thin oortifioate fret above written. John }:oily i •....: .. I (J. U. K. Ootarial Seal) 3tato of 'a►re Botany Public in and for tho (L.�, --It. Oot I. 1931) n!()1 6t• , at ioattlo. "`adi.nae+ :n.ahin on Paulding SnQ �'. �•• 2 at 4Z ale p(:t 3 P_ �. :. _ . for record at roRuoat of'.Iureol= - _pr%ord Doa Sl, 192814 ati s tlr4.1 }ij`od Grant, County Auditor a•-•=J:. +n+ . ' - - _ � %oor Ca .. �„4,-� •-::. ••. '2L09355 I l`ugot Sound 'ro:'.or 1 Lilitt C�pnny �..d.t••`s;i: t ?Ooomortt k{ r . 1 }Sonic Coast Railroad company Serail .� :.��"a^-J,�'" and 3orreon Puf.°t �;• ' j This I:.dnnturo, credo a� ortorod into thin SLt day of December, 1928 by ::o Stn-n •'t'_- _ I vir:ls+ of Cho lam of '•''.. '�Az' •.- _ Poner �c Lifltt Can:pary, a oor;oration or Cani_od arm oust SnC tsdor ::d by ".= a nor!`orat inn or(1n1:od ... o st rt. a(d Inoif_e Coont 1a11:"wd Company. „ - .A._�, • :1l ' � of «Assn chanet:s, party °= tit gels Ixa ,• •__ -�.:,,,, • _-ter.: _ j and oziatlnR tatdor a:d by ;-ir rvo of Cho la•>-a of Jto State or'�,hth Cat, ( ;.atho aocend part, -- `9 i Corsbia & rucot ;cunt :ailrood Ccc:parti) Forty of 'S _.r; _ �i:nocrothc the .n1.1 tocrrli •`:�; I. • .at a'. �i i :}tat �.:toronc, oon:amporano Dual}• with the ono left.ion and do r'S of this lmlonturo ; the party hoe ondo, oxoa`ated ant doiirerod to u,o F..rt• of the first mot n flood oorvoytw: to the r•.r:r a •. _ land 1 SRC and lw1nC !r. - . folic..ba deeortbod tract. pivot. or .reel of T ' a flrae p.rt ( :h other lards) the C ' ,, •! - =1nC County, =achlnCt eh. and lore partial]orly doacribod as follaea, to-att.: .• .� . - 1 a.,_: of those portion., of pororra-+nt :.eta One (1) earl To (2) in :It.atlon 0, .�rda `.. :..akin n, .-.._ .. of then., portion., of 1+th>. '••.nahin:,tc: i::nm Rance 0?yet, . U. in S:1nC County, Gta `'• • . ?rntlns:hereon. • ..11 pore partieulwrly deaerlwd as tollae. Y. . • .. - w_ t : I . • • n17I -- ilo►inn Inc at the ncrt.--.. _ - --. .. -j... 1 rtm.a:t lot Cmc (1) :o ation P, .a=n:.`.!P ��I .�::�.-=itl:. :forth, !lan(?r 5 iG st, ::. L'., sn id point i,o inn th, n,..ttsos^ corner of I !II - . •, ice,+--:a. .he nc.--hooat quarter of said • 11 f•+•,.-,,��� :potion B; t:runoo roatorly al on6 :.)w rot•t!t lira c: .�;d lot 1 sj( �{ ''l:' nd alanf, .tvoh lino prodvoed'weacerly 955.21 1 "1' r;... {:�+•••+ �, root more or lose to int:raootion-ith:ho -ostarty an r..:- c= - PL. - +!.-.•1'4 ..... a•:jJtt-or=ony or.ho Northern Snt1fle !, !1 s,_-r-..-. .-i;: 'mummy Compntry s :.eke hineton lino; this opine tho tom point or boclnninG; thenm aoutbechater`_; Axel 1•;.:-:v:.?'+c'�Z•_• ' alone sold mar,in of said ric t-of-ray 11127 foot more or loss to its into raoction..3 t%: :ao sou:hroctorly -y,y- boundari of 7 rnet ;:0 6 of rate:nahitwton Shore lands of ahoan On :hoot ;io 3 of nap pronarod by Ude i 0000 and filed in Mtoo I:o 156371 Sn �ho •taper Sc- Coup of Zinc County. on.itlod Sonttle Factor•';1.tos Con- •1.. -C'�' ':'y,;"s Pen?' et al, n• dtmio J• :dare, et al; Ilona, north Z5. 11' 46. " rest ai.onc said south:roatorly botntdar, •-'..;t:.. of Traet ijo. 6 1374•L-; foot store or loss to ..ho inner harbor lino of Lobs -::ash.n,ton Shore ;Ands an lain:. ' • -"' �--•�:' I - i out by: the State of Washington; thonoo north 43' :5 ' ooa a r Cr•-•�: t ion said inns n i:o - gig; 11f-ti'ti+_ C r Ir r r.1L•te 97a foot; :Mnoa '' r,'�+14:�S.�tr'. south h.• 15' oast 6B0 foot more or loss is s point or, tho north lino of Coaon'rrtrant Lot 1, reduced; -:Tte "` thonoo oastorly 765.5,0 foot gore or loasvolonc the ortenaion cf rho north lino of Covornoant Lot :, a■ j p„. Lt s :_deae_ibod above, :o t.1a :nro post of boEL-t:1ng; oontaininc:0.233 oe:ss storo or loss, r` G-J^S7 ''�• oe-o r ioularly s`•3mt on :ho �p horcta a-aazed and ado a par: hereof. ! • rp =id: , N•�• X ' i ' Tho iiorrhtrest aound_rr line of said tract being eoineidont c1:lt five e•:1s:1n1 Smtor harbor .ins I �'4 ' rI horotoforo laid out ant oatablL-hod by tho ;taro of aashlncttm; and • ''� ;;G==� :`• • 14-I I i y�,x,�r-. • $lho roan, .tho :o oorrl Harty !a :he ooner o5 lends and shorn lands lying l+tcrodintoly north of and 1 - .F$ ne!p+.+••o thr ^w_:= ' ` ' ,.ui of Iona so convoyed to tieot Sound Po-or k Litt Company, no oforo-{ ` ']P- •^. 1 sold, said lards ao 03nod by Zhu s000nd perry hayinr frontncn or, t... sal,: inter harbor lino of 317.915 foot ••-"`'•'- -` ,ram u•o said l'rool .. so convoyed by sooutd par_, to :ire: perry end :`o said Ionia a nod ty tho s000nd party 4-l�IJ! aro sham on tho print _arind 2zhibit "A." and made a part horocf. �, '''r.- :;•%io"% Ilon .hn roforo, in crmsids rat ton of the t+rninea and for a w)aablo oohs Sdor„l•lon cads t_ `.ho J. LTAM1 'w.-40.'1:- o:hor 'n hand said, tho first .tnrt:-, rer it.ol: and its cocoon:era and saairis, dons l:° ob:: covenant and s 1t.-:)•, r n(-roe to and ::it:: tho •:ail por_y ..f tho s000nd port, its s'moosco r. and nor.i ran that thu !us rho ar•oa ad- ��1•'•..:'..;'.,x j I.. -..t_'Syr+ _ i000nt :o, in front of and bordcrtnc oh ':a nest northorly 'GG0 foot (raaaurod nlonc ..id innor harbor i;�)_l -r•.-;;ut;.•,r''"•:�': L• Ca u of said !nr^t'_ a ¢Sall, so far as pot=lttod In! lay+td rho public authorities h11._n6 contra' Of tho' ,- :d:. •' ' so-o,':orovor So •loft ocar• and unobatatcod for t`o asp of uotor craft as a clip; and that uetor nraft ri •_ -•'• .•. novinti to nn.l frnn or borthinc at the .•f oond 'nrty•a sold proporty, or St such .Ate.: or t,orvoa ae sae .r -w{•�`-r �•• bo built thoroon, or in front thoroo, as1:._tors craft norinc to and f rem or borthinr at thr• said ;'Drool' (: K`l-:.r"-;,,C^: •1 of :ICJ :trot pnr_y, or scan chart or :hervna as nay ho built thoroon, or in front thorcof, shall hum.' I' :ty r the oqual and joint iso of such slip. This oovonn:: shell attach :o rand rum Pith tho loud above dosorit3.d . 1+ ,:z Jr' 't4. as Parcel A and shall ho Strdin; upon the, _ ;r• firs: port::. its sus:oossor. sod aa._bsa. ;.-y-.-w, ,,to aocord part:• for itsoii' and its on000saora oat nssSl^lo dnoo horob;• covanart ar.d acroo to and I� `�r._r. Y':.dF tr 1"~ •' -:;'. Tit •,f ::!th the sn!d first sorty, its aueooasor srd :.--1t7u, to ;ay n. turd chon rac.osted by rho first part„ . 1 •' a !i I 7'^cam5. ono--elf of any rontsls paid by :hc firs•' party to the ;tato of ::nohincton on tho harbor nron tyinc in ``'""'�•a1�'a front of, adjnoost to and bordorin,; .0 U:u .....at northorly 20 loot (rennonrod alon.; sa Sd inns Iwrbor lino) �.. � o• f said ;meal :. con.oyod by the second ;•art:: to -':.. first Isrrty• i ;1 • o a .l roof the Yfoo berate ham:. •<a:sod than. ^ruaoats to bo o-sou:od by :.Ito lr dui;' It-j_.•, _..! � �Tn-:itn o w Pt' � t�-rjr`. :r sra:_,t: -_, --... :-osr •ire: .......¢ u ICIr--1--- -, n• atf•r.rit^t! cffit•ir .-.- stet_ co'- - ._ :_.._- -- _ 1 j; _ Y _ ^ i\trot .ou1r1 foeor •_ Lily:: �oar'ny E" --�'• . (?_ .._ .. A L. Co. :r.rp. .and. • K 1't4 - Uy :11ten -:- Loonnrd, Pros Wens . . ii - .- - Attont: Jarmo B. 'limo. .:oorataty i ji^^ Coast anilreed Com `1ri7..). =�.i+', i`.rcif is ?nr1Y (r. C. B. Co. corp. :cal, • . 'Jr!!. C. .'-nrd, rrosidont • • r^: �...rl, sr�t. + • • Attest:II. i. .:'At1"Sns, +ooroCnry : :.14.rored as to form Li--r 'H ,,:.rnrton :: Hans - .71 =-•� • T::.+ . ,_rntton, 6' ,'rrovod as to honor i!•tlt.r. 0 { ''".?:'7." _ is Y .:�..:.i,i..-� 0, 1•• II...! n• .or:rt).ont " rtq• :! • li ,• r _n �y1i+ .n: :b. o I t ,. .rd r cc con' _ I Es 'ti _ 1 _ . tub. „Iat dn.. .. :coo=:or 10::5, boforo .:.o, :^rsorml.. 1 • . -'-• ..• ea _ _ o-t• to ,nt :ay.•n•to ••s ... 1nne ldnnt nos: ..a nreu r,•, r.-n-•n:h-uiv ,:i •-.,4 n-,•.eared • 1.••• -.1 n .. .;nNn H.•II 11 ttc aertnrotltit that ors outs.' :to -;tit in ors; rore:otn: Inst, . •a_. ,II or i\rroe :wrnd or,, !e :•Srht ComMrry. 1 - , ! J.. _-- _._ .,n-.•ru,. +--.`, voluntnr) net a:dhoorl er -opt: ooreer+Item .'^r !to �. 1 aru: :•olatarlod hod tiro sow irlt:r:v..n•. :^ :v - , - ••• 7 r•. .,..-: ...0"6--41.Z.L. :•-• •••.,r •.,..! 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TF::t.1 -.43:01,1?:;0'...:. ...ili .-.4/1:4•;;Lil'.,77."--gf-:---;-?-1-";-1'.1.:-.;1;.f.-.;--It 1,1'4•I• ti'.: ...,s is,zi-I .7.0• .1 il pi :;..:1'2J .: •:,-t-- . " . ;ip.01....,, n,fit.:441 4ur. 4,, ..:,:,..4.,-.1.:. .1.:.4.4:, . ..4.4 ,Y0.....• t:- li,::::, --40.i.--;44/t4.5.• -:•;-a.t.cffittE,,,,*2.1-.11r..Ati,...a,...f.st. 4.. .....„...... ...41.., ik,r.g,i0;- .....,-.-. i .11..7.... ,-..1., %...0.:........r.,....., .. .1., ... . ,:...... . it....:/..1114 . ..2:.: .:...y 4i:7'-.,...,4: ..-:--. . .:, 1."--, iji .: . . ..... . . ....._..;.i.. .c.,..... . . , •....°. ik. ._. 1.1::!..-1211••••••/:':'. ,\;.t:;''.r'r•c;:•i::ii'f:.‘4.:;"•-:•-•.,...k...,:t-!.q.;%I.:::..,•,:,r .....„..., .-. ,... ,• .41: . ,4..t. f C.....4.• •••• ...,•,.. ...it r: _ . ..... .. 1,.• .:.. - .. -. .. . •' ; .. •.. • r •. - ..L'e 'Il ' .1 : -I .... • • i. . - - .•. I -.. ". •. • ' • - •-- • . • r..7- - ..71 1• ----- - • .....____„.._t_ . E .., •. ;. --- . •• - • •• ; ••••••h: § ---------7--- • • '• •• ,; .. • • _.r, -• .____:„.....---. 1 . .... „ l• . .11 . . •. .. • • 1 ' - • , -.I. A • ...... ._. ..... : 1405-054 . .... _. ....--...... .....--- ' . • :' ••;:-s..-_-:.-.1••,,ises Arkt porpoises therein seantion,A1,--rind'oach.of thin on oath stated that Ito waa authorized to oxeoute •••••'• . '.,'"1 ••••• I .1--..:: .-.... .: •---- -•-• • - • . .... _. ••••,, ngez77 -,.. ... t ., .-..--.:-.•.---,-.7..:....L:_.-""said'instrument and that:tho,.:Boal Iffizod.ia th000rporyte coal. of0 .corperatiom. • •, - - •..- . . • - - .• •.---. ........--In Witnoss,t mat, I.have hereunto set ey hand and affix..d ey..af'fialal seal the day and ywir rir:t ..•. . . -.:t-.`.•-•--.1..-C1... •••••••%•••••••••••-: 1.•.. . ,•, . . v..;'•:::•:•••t.7..._ •-:::.-;... above eritton..'-.-14:.d: --. ..-.....:--".. 7,-., '.."'...:••••;;:....7.-4:•••• .'•••-- • :"'..thr.f.°4'.'"---•••• -•• •- : . . ' • ::'•.'%:.-...:1).1::-• "' - • • • • • i - . ' ,,,---.,.-;,`%•;::.-• • (1...'J.'. E. notaria-l.2;.3a1) ......4.t.;,-Vilv-Y;-!':-'';'''---,",-..-;"•:",'•---'Lieno1...T. Bourbz• ... . —--- , ......-::-7: :. ::,' • ' (Con.-..Y. July la, 14:0)::-...::„2.., .:T... . ,ki„ -.. Hatary public in and for the State • • . , - .-.....- . . .----t• • •-:• ... .-,-,grz•_.,---......:.-..••. ••-.1-• : • -, • •-of 1faehington, residing at 3eattle.. • 1 ..'•-:.:".-,--•-1-.,:""..•74.. Stato of Trashinttort".:,-4.5"7..f.,:*-:•:!.-) -.------.7.--:_f.::-:--.- . - - " - --- • 1 . • I . ^ . , .'-'...'41•::-.::::::!'!.::..-- -- re-F-- • ••••-"-74:,..'.7:::i'1'..,:,:1::33•"1:,. '..;,..;-7 ----.•:.---:. '...7...-:;_•-•:-:•_,--.-1-7z;;....;__::-... _z .- ..: • •I ., .• . .----.-:-.--',1"-:•-': .--- COuntv. of Eing.". *. .-.1:77-...c;,,--1." ,•)::-.;.. 7:-.:*On thin astday of December;.19211, bofove re poroonally op-:.. 1 . :Z.:..':::-.-el.....:-• .. - • , . ••••••••r-r:"'".-'7-•:' s Na rod It. C.*Sand and n. 11.11atkina, to no knonn to be thei•Presidont and .locretary. rakpootivoly, or i. • , Ag . •‘,,i • ::.-...--1 ,-;'-7:.-- Tacifio Coast nailr?ad.CC.FartZri-the oarporation that cxeautad the within:and forogol:•;., inatrunant, and ... •- ... . ' ••:i.,..:=7....-- '.-,.I- . . _• ... ... ....... •I ' ' . 2::..'.i.----`'-:-.V.-if-i"''' aokneeledgod th.o aid inatrmant to.be tho free and minatory act and dood•of aaid.corporotion for tho . . . . -.--.T-f2.-:..t;_43;1--:::..-tr•2:;!--.us-- 0c and purposes theroinnontionod; and taoh"of than on oath-ztitted that he mao authorized to ozocuto 1 • i . . ::::.ia''..------':,.....:•••-• skid inatruaont and that t'la scull a frixoct is tho oorporat. Deal of said oorporation. . ,ifki.•-•,':--------.-;•;1..--,' In liltn--ss liheroof, I have heraunto sot trif hand and arrs.Aod ray official Deal tho tiny and your •: ...., . .. . "?..f . 11. . i ••---4.:.-" - -- --. first above writton• ...:,.. • , •••i • - .... .. .--....•••.-...,...„,4 .-.. ... - ... .....- .“ " i • --"....-:— . ' .. (1.• B• ll. notarial Sool)- - - " Lillian B. Nye : • #. ...7%;;;;'- -.7-,7-!-.r•• . ----:'-`-. -. •_.." (0.a. ; Jan.10, 1920) notary Putlio in and for the 3tato of . . e r.--e .::‘::,." • • •-. .• • Tiaahinr,ton, roaidinG at 3oattlo. . .'"• .-_;.!s ..M.:;........ ' l'ilod for r000rd at roquoat of IT. B. Stratton Jan 2, line at 64 can past 12.p, g. . ON - ' .• i'4... •---"'"'': ... LIM '1 <9 .:•,1:'.•-•4;.••; - . Coorco A. front„ County Auditor tr'-'i - •!%.""4.r. • •. :.•;.-?3,!--7-1.:.7.7.1. . t:•,* . . • :..,..i.'7.2.,,,•:.,7:.-f.i•:..'-' .. •;•-'C..' - .' . • .f...:7: M ZI3003B11 Orace A. Binelalr • . . - . .... . To luit Claim Deed • /"..tfr • . • . ,5-f-71.1"-7--"-rr-_... ,, - -'Lillian! G. Matop at uX • • ' ...:4 . .. . ... 4a.47..9,,"•?5..,,, ' . '.:..X.. .•12.1:-.'47:.'‘L:-.".: ..- '.: ":- Th.: :niontura, Endo this ninctoonth-day cf SOP-tombor. in the year of our Lord Ono l'houssnd Nine hundred and l'aunty-eight Hats-son Grace A Sinclair tho party of tho first port, and 1Tillism G. =:top and . g . •, ._. ....'?..4-1.47... --•-- -r-7:•:77.....Cla;t1Lay Cutup. hitt wilt, the portios of tho a000nl part: • le .._....„ . ....•_ .,..:. Iritnossothi That the amid party of tho first port, for and in consideration of the at a of Ono & - •; .; .•••••• ';'.. ,:-....--..,--7-''-::_.-.7.: -7.1O/1.00 (;1'.00) Dollar, lawful stoney of tho Uni..ed Statoz, to her in hand ?aid y tho said partios of '..-....7. Mi. - . • 1.7...'2.-f-tf.T.:- ::::"*"' ' Second port, tho rocoiPt whoroof ia horaby acknowledvd, doom by th000 proaents roanse. rolonao, and foravor • •- -.•!••=-1:?:---....;.••••,.. ...•..• : • • •.' • -;'-,_:-..-..: .',._. _. ault-eloia onto tho .aid partios of tho aoocnd part and to Moir heirs and anzima all rt,-ht, !Att., in- '.;••..- *:."..'-'.' "• -......-:-: •• ••. tarast Cunt ostato of said party of the first part in and to a4hat.00rtnin lot, piece or parool of ':nrsi • - . ,.:•.-- . , - •ituato, 1VinC and boinc in the County of tun , 3ttito of rroohinctort, and particularly.bounded and dozorib- " ad an talons, to-Kitt . . . . • - The South ton (10) foot of'Lot Nuatnn• 313 Hundred Fifty-sovon, in Lobs View cemet.,ry, fonnerl:. -' •. lataym am the Masonic Cemetery of 3oatt.le, situatod in the City of aeattlo. ...en ..".k Tor;othar with all and 'Jugular the tonoarsnts, heroditamonta and appurtortanoos therounto nolonrinc • „.„ • -,:it.:_;.:- . .• 4 or in arneice apportaining, and tho reversion and revorsiona, romaindar and remaindora. rents, 14/31101) one ...so profits thereof. . ...., .... .• , .. • -" TO Cave and to cold all and ainculor the maid promiscut toCothor with the appurtenonoec, unto said .... '..•• •• party of tho a000nd part and'to thoir hairs and asaigna forever ' 2t.00414 .• . . in 7.'itnocs -1heroof, The amid party of tho first part has horounto oat sot • hand and zoal the da7 •••••.... _ •.•'.: •-• . ,..f :•_.. - :... . and year first above written ...-.1. .0... • • --:?-•-•- " .::_.21cnod. Soolad and Delirorod in Proc _ once of Craoo A. 31.nolair (30ol) *.,•;.7•; - . . •, .• .:.•••:,...• , .....,.. ntato of:Inshingtan - ) . , .,• IA ,!..4'.*;',.;7.:: ..'• - • ,.,... • •*. .",-. !• .7..:'":'.i.'1.: .-:` , : - . • S3 ,., ,..... , .: . =-.:-..•.4.•.'"-?-"ii•-4--,.':-::'I County of ring Thin to to Certify, That on this 19th cloy of Soptombor. A• D• . •• '.•.„. '1:...--:.,:-:--- 1 . . lid..Tz..ts •2" -•;;.-; .;,..-------••i• 1929 before no E. I. nonotrce.. a Rotor/ Publio in and for the Gioia of Ilaahinnton. dulyosa oissioned and t. ...i.s4.'... ;.e.tt,00lx,04 . ........--... .• ,. . ...-: ...„ --.... . .sworn. peramally cana Oraeo 4. 3inclair to no known to be the individual docoribod in and Woo commuted "...... . - .......,,,. 3 ridor. 1 the within '-totrumont, and.aalstorrlodisod to rio that oho airnad and soalad the acme no her :two and voluntary .."...' . -... 1 .--"---- - • 7 1 act and dood for the uses and purpones t:-.Arein sontionad. - oh '.•„'.C: ...... • `.. •-•:-'": : - 1 1 Witnoss my hand and official Goal tho day and yoar in thin oortifioato first Atom written. • I (Z. Il• ::. rot.rimi so.1) Z. R. Notratrow ' -'...!•-.3,-- - • 1 -•.1• -: (CCEA. DC. Lar 24. 103C). Notary Fublin in and for the State ... , -.•---- I '....„ I of rfashincts.m, residing oat meattla. ..•,•'•••1; ,?.. . . •- :.. ' --' I f% riiod for r000rd at mqueat of W. U. Cacao 'inn :, 1020 at 1.11 min past 1 r. ". . -am WA . - cworc. A. ()runt. Cceettyludltsr . 1- :'4'-'".."''''.""• . t• . ...:••• .--..,... -.. - •. • • ---_ • a . ! It g L -2L-. ill I ✓j• 2f09101 Lr►. Sar.:.0. Sa1th ltarrnnty Deed 70 : at .-....- • �. y 0. 9aith, • widow, now •and at the time of aoquirirt title, for la eb r T i e. i!' ..�: The Grantor. 1 r7 fib i IF; 'i' ' 100 Dollars in Land paid. coneys and warrants to Eleanor M. HAtt the felleolal i i;• 'e • .. ; or+Lion of Ten k l>0� I 1'! i� ;: .t!.' , derarihed Real Estate_ • I • 1 ; The ii,et fifteen (15) feet of Lot 'Eighteen (18). and the neat =werty-two and ono-+a�(221) l feet of lot nineteen (19), Block fourteen (14), ;311Sngford's Division of green lake Addition to um...I-.: i_ �� w L1; e II . r i of Sedttl•. �' I ( at I r.,t iII� 4'•1. the County at Yang. State of Aas!•'tr6tora. --I: I Y,;I 1 I: • ! Situated in ! 6. • p ��. _ g6f )�) ' � 71.a this eighth day of November, 1939. 113 .9E AS'reP �' _ ors. Jar; 0_ Saito ••.1 r Witnesses: 7tI•y jE r•.•t'F-y.'u{s 1 . Steno of:as.L•az on Lee f}i ,i a •_� . Cmm';v of King - 'I'�tlr• �I _-'� I. �•, :.e herecv certtw that -.. _:L'a oirhth day of Nor.abr,L '� �s,� we l.Lfff�LL1f== the undornig�od, a Notary ? :d. _ Ti - %and Ii a . perso4.Illy nspeored lief.re se _Mary G. Smith, to ro L-tor-1 to be the individual described in, and,rl,a ���tt; 111 E I 'y?- executed the within instrument, and acknowledged that eho signed and coaled the sane as her free►ad...L•: . i�i i '� 1 ..1.T.11 - vo1::-:ta.y ur cot and deed for the uses end ? poses therein mentioned. 1-1'h. _ °ii;t I e�iig u� Oiven under my Fend and official coal this eighth day of november, A.D. 1925. f' :i.i �F apiUlid � - if. Myers--,,.;',tt .t, is s_"" Dili i (1LM, Notarial Seal) � ' _J �, e.s 2)I ::ate.-y cVblio in erd for the State of '- ..� e •- ' Washington, residing at Seattle. j; i h IIi 71 AlN�= i -11au for reoorn et request of Continental Mutual Say. Dank, Jan. 2, 1929 at 54 min fast 2 P.;.,1I® - R6ill if i.isH�ia`flf��:. I. Go or go A. Grant, County Auditor is ' - la III iI 1131 . .. = nn r.... I SCINIIIIIIIMI •Bill Il IIUlfi isill - • a,,.-'v• 1_ It I:1 !I R>ZI= , . IN ' f�{;t' 2509405 i Frank Meade, et tx I;,R y-{' - :.v• I Ta r-gin`_, toed it I�� •.L;• al i fired McCoy, et al ! _-. •I !lilt ?_ �!� �= }�" The Grantor..., :Yank Meade and hie wife. Margaret J. Meedo, for and in consideration cf F_:tm ILemoom eats, at w,es�e,��esttewr�p1�l� grantee, :!s 1- • ,a,i:j a p=1ai1�•� .. 71.nurea (oiSW.00) Dollars in hand paid, corset's and xarra nts to Frew _and Ray McCoy, the gr i ' I.•"' w_ ; following daacr ibed roc? estata, I` f.• -• Lot •Nine (9), Block thirty-three (33), all in Carleton park, •n addition to the City of 5IIt���' n tta II 01q�111111 7se:__:- ''ao==:d ,.- E is P recorded in Toiuee 21 of ?late at page 94 of the records of King County, Salts aisle-I"; jE{ Sep on. Subject to building roetriotione as expressed on faoo of.plat. ; i a ! �+ I, situated iDnt ttohde DCeaeuenmtt7o r of3 1E,lnA6.,O.St1a9t2e8.of Washington. I� • i: :' t'I i -� • ,e�� • Signed in ;roaonae of_ Frank Meade ea� I I ... 1 I Max Garet J. Meade • I) _: .,.�-�•''F' ! $iota of 1•hingt on cis )SS I I . -. I This is.to .•rtify that on this 2nd day of January, A.D. 1929, before me. A. L. Sedgwlok, s . I •••,. <_ _ Rotary ?ublie In end for the State of na.hin.ton, duly snmleslaned and sworn l•etoenail) cane }rant :j•ya,;,'_. - road° and Margaret J. Deeds, his wife, to me known to he the individuals dozer'bed in and who assented i 11 I `:•i.• -aV liethey an .^,-es sad _ 11111 f{ �_i �..'_..I•.:. the et`_f_n Instrument, ■nd aaSrnowl•a 1 to ma that signed and sealed the came�ae their t 71� I1 ''- __ : voluntary act and deed for t) ••--- and +- I •�_j"w.,_,••.J.._i y ____ purposes therein mentioned. .I Witness my land and official seal the day and year in this oortifioate first above written. .. It 1i ..--r,--,&fir . (A.L. . notarial Seal) A. L. 3sd oY II Il :r f { :e. p;li.a• (Cm, t. Feb. 14e I931) Notary Public in and for the State of ! II I - rtaahington, residing at Seattle, t! I 1 .•,, ft.•' Filed for record it request of ,lay uaCoy, Jan. 2, 1929 at 55 min past 2 P.M. .j -{ : 11 j it • I XJ .'r Auditor ,� •Y; rrr: George A. Grant, County : .- _.•(i-.ti j7.=et',., r `,iii3' - I sj -Cr.: `,..!'t'••• Z509415% Peelfla Cons' 2al:rmu dospany C Dasoosaut It".,...4 ,.; i Puget Sound Poser k Licht Company �� I�Al 21 '•e.:: ''.V..,•a' This Contest-•,••_ _ •ar..e into -eta day of December, 1D28, ...twnrn the fao' to -9e- . 1.11111119M.�'e'�� !Rehr.., Comm.,, a ..,,oration organized and existing under and by virtue of the laws of th. 'ra e •gal:- aN. - �e!-1nrt on.'formerly known and .ailed Colas gal• k ioa6et wand •T.tailroad Coa'.tny, hereinafter r.l1rt turd CmPn% . ratty of the fl.rst'part, and ?acet Saand Power F. Light Canaan;:, a corpor•ticr `rr•elre- • l: ::• +i ••r.G eztatin,under •and by •trtue of t}o laws of the State of ::•ea:'ua•tte he reSrra^ter celled -7e•' . e• %-,�.•±..•.r .',w - - Cowan,. party of thw second 7.trt, cttnea■ a -�..�.__�_.__,--- ._._... I et..: r%] 0 , , . -• 7-.. : . .1 Loser, 1 , ft...tilY 1 __-._- ________1119-72; iae.t,lf 1 .. Trt in consideration of the o 0 --.---........ . ..111W•1 .y. aura f -te Dollar (81.00) paid by the Power Casparrr to the Railz-md .44.e.•,.•11 i . - • tit.= f...ipt Or.Will Oh i• Iu•reby•ciatowl•dged. and in consideration of the mutual dependent praxises -' 4.. .. .. 1 company. _.._•••,st i ••• --'-------i.,L c- 7,•• •-• - •- I _ •-_- -----7:-.:7 .. 4 .7- ...rzawalr. ..• - ._ _ . , I . .:i.,•1• .I • , -•-17--7".;•.1..`,..'.r..S•Anlit••... -.. .1:lie tt )-•-:..,-... ••••• 3 . La 11-14.. 4* • •-----.1,--\•,..-,?...._-,•-•-,----- --...--.„'"- --74-1E-7!':IsTralc;0.14-, --- - ...._ _ta_rthe Power Ccespewf the right priellsge and authority • wo 1 f'llovisg -. .,...-.,-,:•\,,......#4---.,,--- -..Ni--........k..1... -...."., ... :..,-.. --...._, .. .......,--.,tra nset_•saion and distribution line or lines, together --•-- . •>-...:•: 7erty.' "•'--VXV _.........'7'j- -rs....,1;::••••'''‘':'.:-3f: -•-•_. •- " ' st -.-----•••1:‘ :::-.... -::- ::-...* -4•rt.„.4'.1.-e-' .. 1.0......i'....-f.'....•. --•••....-.rt.and anpurtenanees aenrootad therewith, and such other ..• ' -:t ::•••••-•" ' -.4-11; .--. •- • ---=‘,---'• •- ' 4:1 • r--- ...,„,e,...71.-;•-•-•.- •,,.. .'1^.7.,•• jj il-•-•• -. -- -,r• war(22!) 1:1„:.: ' -. C\•••••-.- :-'-.--1-: -i•-•vi*-...-,*-•••...7-4.e.a."::-.4:•-"....::-. '-!:..- :lasittatl ott ti on. sures-ft a ory remote ctontr ol oa blss. radio / '• -Ag .-•.:',-,:\C.)-7;- .1.1.,--t-iiliFt.;;......;"7.r.--..._--;••"..7;:....."." - .•. .;;-. ..-, Lon to tho cur- .- ..,... . . . ,...,,,..„ .......,,...-„,.....,_..„...-:-.......:-----F_ •.--.a.,,•. ..;•;....:;•--7.7 en expedient in the operation of a large generating I ••••:..-:.'.t.1 . - __ ,:_Th .-.0..ewbc.-_-_L--reagve.irr.c.r... ---- ...-,:z.,.....i.• -__.....„_74 .ite-•;:11:e' "--• .:"M" -:-.--t._,..„-• T -7..7c.:••W--•••••ftr7t30,9007.-ne2r`weES72,7.7.. •'!.---- .-.•"'-:`,..a.'„,:i over and across the two following dozoribed parcels of 1, . ,,_,„,,.--c-1-Z..-„i_•;Ly_r:.:-:.•4_4:::•2. :-,r _--- -- _ *...z.---• •,-.-:;•----::.-..,•:--.74.,----z•---- -I, ----..:- __-• -------_.iher:r a i lr DI it tretoks of the Railroad. Careety, to - • •.: ---, _-- r:-_-,,-_-.7..;:-.-.;:-.7..,---r-p.,27r--- ---- erz-:-.:-.1'..-- =--,-. -•,‘,--3-•,•,„„,. . . I -....,• ......,, -- • • ---) •:•""--- '- ?.-------------- -•- -„,....,,,),V•!-- - ...v... : .. :::-.=:zga 1s (1) -,. tj'r „ . .,_ 2, „__,... .„ ___ .7 rownon. m====E - -- -,• ..,...---.---- *_=r.-.,---7:-.-_•_------- -._.-_.,.-_,..-....-- , ==.1 . ."--,--.,.:.r. .......,-• f...,A.----:Y.T. .2-•=7-7---;----"- --roTtltien of t're North line of the -)-1-:--_-_-.:::-_-_-1=ct Govern-, iltat , .. - -_ • .-.....:---.:....'-.--.',---.77.7. 7.+4-..1-friagi:-.:ar-1.„,,,./511 .-7-;.7---.:•*---,7-7*-1-rirr:o.L the lake TM shington Etranoh of the Po.aifi a Coast- • 1 - 7 F1'-:-.1----;:--_ • f.;,----(--_-:-4:17-s .-•';.74.,,-•--. _,z-z-lt=-4•4757-,-,,,,,, --ri.'"... .,.,7e----..ex: • -- • -__-..,...,,,- --•__,.,---:-..7.-;,,,--- .4..:E.4,....... ,----..n-.-----z--_-:.7•-•,,-;soikright-of-my boundar7 70 feet more or lose to its I .... _ '"2•••-';'- '..."----•:`.-- -.',2....A:7".""`''..- :;-.:- •-•-:1•••-•,,,..9)V...._.,........_ rr.Z5Vr."-Y";"•e=7/1.1r'72..."-•-!•: 2: .4cfnid41.70' King County Permanent EfigLnay#12; thence Northers d. and sbot";:te- , .:, 7,-..7,-,. .-7_•-_-.77:7:14_-... .:,„.--4,-;;;.4,,:,-11--- --,..c;a3,••••,:::-•:•••••;;;ct-•:.,........:.-- ,.-.... . -- "..1-74r •' • :.t.".f...::::---'4•••?,...?-.....;"-•.'"`"-----:-"•'-:- -----'=7:.-._;1..-.-..;-..:..-..;-...-.,77...,-.;-1 hoi-taiz go foot more or less to its intersection with •t'is and•';c„F ' ---.i.•••••"--:----...••:r-'---=::=-.-'7:--Tr7-7-:":"7, .:Vii'fr.,..-.•,:.• " • g J.:7 • I • .---: --;er...7.1.....4--...,i-.--;--a-L--_;1-:.'..:-.--.-----:.--,----------.:-• .,. --7- •---- •-"W r----•"--":-.**'--':-:s..z.--:: .---4----------t---::.- -•=.••••----'n. Lot-.1; thonoo Easterly•lang said North_line of Govarr.- ' • - 1 . .ignimmema .-........-_................-.--,..„-----7------T-. _.-.. .. _ ±.-_....,• ..„----.._ , . . --- :-_---.- - -:•-•-..;---.. ,--:-;.--:;-,-1,.-g7.-,,...ii--•-,---:-:-7.7-- ,...__-...--iorie-di3twnt 100 test masterly front measured at right 1 , •• ...•:..-.7.---d.,;-',....=•'..-- -''' _-.--: -;:.---."7;•7"71.":=-Z- °PI, -. -21 - ...---",..-...:,••••"",.....--'77:4,f 1":".'"..4..... ,•17,.. .'".... .- .,..t. • i,.....-•..-.-42•or. Brune' of the rocirto zo".•.t Rai lr ma d; thence 9 outhva at- Fos tr•1.:'' • '.. ' -:.•-.td:'•-•Z-.:_,-.-:... .?..,.•:-•--t-i•-• :_.•--:-----1.: --%" '4?-1-:"'.• -'-''-_,. ____, :•." - --- -,,, isu •-. ,,:---•----_•:-... -. •-.. • -..,.,-.....,..--..-,:.,,..,..- - -- '. -v.i..1 with end dietant 100 feet easterly fran measured at I, Its of '-=ens T..., o.:zi,..,.!..1.• :.- ,. -_-,?.•:<:-'-• .- ---,:17. I 1111111M-' ":1 ,.....,...4' ; :- • -_-. .._... ....._..•,, ., .----.. .:----•..!••-: ".,---",. '-f_ltr:lent i on 8..1 fel lr oed; thence 7:eater ly 1P0 feet mor •:..r 11,ce WM= past Z •""..-- -,;''' : -": .• . -- ."--s.'"--1.*:.:_,:-•_7_77.::::-....L:z.t..soutlerly from measured at right-- angles to the north i II 311 ..------ri.77::- .'...L.0 on•inter•-•oti on with the 1'1e:or ly right-of-way Loun•dary • I . •,•;t • • • -..o.--- ..rorthsrlys 50 feet more or lee a along aaid right-of-way 1 --.._ ... . '.• •-,--.- . . . . .. - ... -• • •-;"-••••• 1:-`74-:•••••••• •-:- right:70f-way boundary of the lake Tranhington Branch of j • -.4, i - • -...--L.- z•ly-170•Ieot more or less along aid Railroad right-of--wey ! . J • ---• I• f.t - -,••--•-"''' --•s'-'r.'" •• ' •-• " ' '.-•--' _...r-"`" ' ..f no'of.the:above =entionod Ceovernment Lot 1 pr oduced west- ; •-: 1 - 2• -1.--7--;•-5'''.77'•- : .17;-;:'...7"-E:-• -.77---.7"*.---..--"7-5atz- :,:" le w 5,said.Cri-oduood North line of C-ever:•zter.t '_.•:..-t 1 to tho • ..• :f ilftm.tz _-_----:---.= ..... ...... ,...,....___.z.x._ ____...., .,,. .e....:. 1 '' • • •••r 1 - -- • Iriteg, tts - -,-•-..-...,,.... k:.%:;,I5fris•_:.:1:_"--:.".":(..:',:;* •••.••.---,-,-,'• •• 4-..4,6:_,:_i•; .7..-.3..L..-..., I ":-- '--;-•-"-- •-•-•,--"-'17•-r•tr....r":•7•(--:,,--•-•':t rf..-.:•• • •-• ••- ..." --.Z.-.d.lict -•t rte r•A NW+) of the Northeaat Quarter (IIE*) of Geati on ti .-!•t•'a • ' ••-• ,Sattlr i , -...o....-..:iou.ar y, ascribed a• follows: . t ' I E8111111111=1 _. _•••:. If -....z"- •-r --.-s------.n-77-..... ...._-- -.-,ho above_=anti or.ed Se eti on 8 and runt.i n g thonoe Diotor ly •---- ••' --• . ,.. __ _of I •••- , ...I :. :•:.'411 • :7,4: ‘-r-• • --..-•,•••••• ' •-•7 -:?'47-.._7. ..... ..."."'.6'1 '• 171 0 re:.ar-.,10 3 Z"f"..0 i ta int arse cti on with tho no star ly•ri ght-i -4 4 •T ---f''- T -imaici....c.:,..t Railroad which is the true point of ben- ! %-.71-:If.". :.-:-f-•'z < ". •. .."" ' : .--..., ,,:r•=-• -- • .: , 1 - ___-----,. . . . .4 ....,...: ..; Long saluiright-of-way boundary to A point ZOO feet south-1 - ... .' .r _ . ..•••• • .. ' said Iorth.--lino.of.Ca et!.on 8 I thanes.Ea a tar li• 50 See% more or • . , .., ..e, erly frets agonised .. • , •.. • •. ; • ; ... .• . .••• •lonca.--1.1a •.-J • 1- 4200f fue•-egatherly:fra•megittredg.t.sleilt.Atigige to.the Nortlr .. .1 - - • • , ' • ., I line.of Scott••-:r•-••••`• - -- • . •--. ft&atort.i-right-of-war hand try•-ot-,z0b•"714eid itinToistla Ecriin cl •$ ..: - . . 1 _. -.;• • ; of the;mat -. . -. ' 'got&riot-DT-my-benadarr:t01...toet mare.or.'14g•a I 1 i to its jot *roYe.----!.f.:;•. ,• . , . .... '.... • • ottr11)iithenenWeeter171•loat said North lbw '-°k• ' •- •-•,,,,,..:.',-.4-•'. .• . ." . •. . 1 .• .b •... •• . ....- vixorn.7.---, . . . -gat I • ' •• •• ' 'of 5sortio -ge ... ' I • ' .t, i I . - • • . ''---.-- '''',. . ' •••• f• 1.-.. " Ilitn•PartiZteie!'sfr.., ••••• ' • ! Located • I . -r--2_•_L'' ' -6....-__:_ • • ' - ----. ' ------.4'.. 71"INM-- It.11- trani----. ...;..-4,:trti• '-'-' - -_ef..sueh . ..I..• -VIIII e and • • • 1 • , i' • . • t lin....1..„!.... 'ap ..-... •--•••---.-T---•••••-•----.----'•••••••-----."•-•-••• To-cpciityalo.76-ortf°ratty with pions i 1. • I I ..- 'VP.-- - • •1 j a howittISTor..-, ....i.e.'la ariFsistialia. . . cal. of the Rail- ' • - . .', .... 1-....-.. „.,-,• .er...- 1 - •„?.,,ti .tsa. : rond7c7."' - . - . .. . ..- • .-.. .-. ...p.742.14.....,-Inane.: ror-hi. 1 •-:-...:: i _- i ---- , . • ••.. . • . "....,4,7 ••-.-oonetruotion, the i .. . . t '• apprOYa l•••• , • • _.... ' • a 11. '• ••"'"='-'7-'-'••'''-' '' -• " '• - ••• t‘..7i. • •••-1•,•:. flail '..• " • . inie • • *- otaings unsafe or •Ig .,... .."....a• - .. .7. . • - . ,. • . . - .‘ - '',; . • •- . . :... --• utiattifa- re • • • . , •...•. -•-•• •• •• _,,..---. _ t="1"Tr"V-N,. r• r.a.onabl. and -- I: • • • • •• •• • •• - • • •-- .... i •(.. - . • . -,_ _, . - • - • , ! --1:-:,5-*Mao. •• . ..... - .., .__. . . ,. - . ----,-1-4'-t-•-• --- " in"• •: .re57.1tildeca:p..--kr, oh*.nging ! ,, ... •,,,,,ntemomest. .---.._ 1 , „„;,,i ,I thetroo4..1..1.-.A. '" •••• .. *, ., • titIlliri-C ' •;•-- pi'41.11.;or:.r•at lity ! 1 ' --•-v_,-''.+31•41" r,„.4' • • - • ._ . , s I &ppurrevab v . . aircgitk now • in t 1 ___ -....... ......••••• .:441:•••=011.1441104........./•4.•••••• .S ; . • ... . . • ... •.., ... . •:. ... .. i• ...,...:. L... ••••••.,• .2.V.M..1 ,f 1. .., ....• .1.2....1g411.111 et.:., .. I 4. .1 I . N. '.. Ibill-aa '••• •tr* .thli.:E% re' "Ir•-• • . ';'• i ).,...,:. . Sixpene";: • • T5."-P-f0-5.9.'4 I."•• .: - - - - • -1-:-. I.,":'7 • - . -'---71'` •U3dr-lidtar:'I , ...11: - -7 of t ...,"'S.::...i. • I ho..• ,0:.. .. • _ . '. -- • tl. •*4 Al• . '‘' •ii.••••1 • I- .Ur"'3'r^1---..- '.1."'" ' • . 4,...0 - ,: . .... .r . IT/00--,..-t .--- ' • ..:!.. . 1 app.-outtes1 •.....w.r• ' ' • •. Asia 1 •si.• . '11,11.4„ .•••••-• 1 ;0.. 44. see,,.....e.. 411Kintar.as_ ,. .._. .." 411/.......... .., . firm . . ' - • I V7' • ;• l'" ' . 4 ...JIM: '• • . ; . • •....!: .14,41 eel..04 ...-Vig • ..... • • • . .• . ... . . g••-les % • :um Irrl,Pt. . . , - suag . . _ eraump ....,. „,, _L.L.M.7=4.,...1,0'-----.... Elil,i;iiiimiumemiffant------ --•••••-"'''`--t-r--....:.--...--7---- : ` y.r. fir,. .... .• ai rr _ i•.- - • - ^dOE�ll1i', jr t �M ,a : - mndn end -anti re��L>� ��p' -' :t'I•.:Tra-•` • ` +`R^S • • te _" \\� 1 ,=.. • _ :_..�• .�':_._. - ..Y i9 - fln�oe wean' � . _ v • • „ •oj-the .fi:St�par - -7-7--- _�_. • r . _ - -7- , .''" and PACIFIC GOaST a.•cr _ I,•_\ T::(�rela'oahi Power•(.oapanY), �'. - of the.-,second:part, •(h;�ein called" _. IIT'Y as - P =_- a•t lon' -.:."- :`7--,-:•Bzia� • "._.•_ - •-•--. _ -. .•.- - - - - • .. _ u land - i - • - - " .••- A$,. Eo�.er"�.ompan9 is tt e_owneT:..or"�erta�i' D - - • :. ... - .: . • • and.,the•,Second-cla ss• shornlande_in front .thereof., 'lyin8.• Y— • " . " .. - ,.,rev 'Roat1"'No..3�61 �-:the Cit ' cea'tez17'"of:'Wllllams Street' (Co _ ,', - n which land power. of'1tento K_ ng County, Ila on► u • _ I mmhin t Po . - - grates fln e1eCLTiC"KeneTE'tln4 CoapeIIT:hss-:constructed"and now. op _.- ;,p lint'lozown: as "it3 _"SIcuffleton Steam Plant"; and • _fi3ER�::"S, .+�efens.e ?l�snt_'�or.{o:a Lion,: "an age - :.,d_certain land •1.y.ln g or. �� :.-. - . • will. ;, 6eL, and _ plc• t yi rl �]�e'of a tics __ _., � wR3.Lfl y n1G ; " •1_r. u".�n acture of aireraf' Is now: ire course of. constrLe;__ • ..". ted b ;Joe int; „1'� •aaIAnd ?' �_6 O9a ra 34 - file hust.in GOm�any, t::c ::.,n:..-.;C:�_—_-- .. _ .---COmpanY ha.s heretoford - -•---. --- work for noel::,, plrcr..ft- L)irjpcn., ,-r �t� 3eld__conLrtlCilOn _ _ _ e_ • -- ' ,_:.. .o�_tem-nraty- spur tracks across- tree pro➢ur!J_°' i - ., . - :Power Company to prowlde a swttcalr.4 connection ��tt� 'c:,�. :.ora• . -' r "-.11ashin✓ton:Jelt Line•_zallroad of tre-Northern Puc1flc :•ail'waY sue:. Li,mpO to Ty. _ •• Vat1On LnL t - - •.+- '. .:.: brit nth tbe"ezpresi• reset -__-- --- •• -'a --• - _ o ;G and--e- �'-user ""•y ' , . ----� •- w.en aid._shaJ1 '7e---euo]•act to"� - : •=-both'-the Northern Pacific- tu.ilwa; Company , r---_ to eared :tom tha r� �..-` ' -7'7T �1" ""'1•-�'"' -`;- . it. Co. for the_ movementof freight a YBtluff etoa Steno PLi u and also to and f.-om _ - " '_ w~ 'fi D�gt;' s. • • - " - . . '^i - Mel. •• rye" - .. '•f✓:17:. (`//. - - . , . . . • • • . _ . . , _ ...1C...• ',':. - . /r:..f . . . • Z. :i ' - .. ,.....-.71717nr:74'. 4Y1.7...:r1%."::‘- •,."4",1,-4•--1(7 •'-'-::.. eack.... ,:.''''''' .4;..% •. "- 7-""'"7.`"? ..., L • i v:17.4''V:31,1143di:-.- ,4,:..:•;..e..--1;.e,v.."'7? ..-. --.--••-rz • --...:./.---5,,,-f. •---- :-•;•;•."`•••:Tr-. . . .• . t;::*•':-. ';''...":•`;'?......?".'77": "..!...itlie9.1P-147:-.31 .1.,V._.:•rk'''.:-7-...1-';-t.....---7:''''..-4;". [7:C7;21-.----k?-.z"-:...i.'?--'--1-:....•;:..-45.• .,, -,'''''',. ? •. , ..4• I:.• .. . ..s.......::i: ......:,,i,-'_.:.v.zt.:1,..4;144.4.:.... ..., 1,4-isli.;;-:•r.,,•::..s!,,...?:,..t.i.::..74-.1.-,-_.:,-,-_. -... ....L.......:.•.,.. • • - :. . !,.T t: ... • • •• . • - '• e.: . a .,.,.... . , . . . •.11;50..‘-.-..1',*;r:.r.4:'sr-,,,,,L,4/.,-.,•i•-,,...`T''-_- ' .•;• --:. gi...'s.'- •.------.----'-.;--.f. -.,... -.-'•.',0.7.4. • _ 71....ir":„*".. ,....4.1i.. ..ta.4,Tel,. ... 41,s ot:...-f.Z. : •,-.3......::.-. 1.--..-:, • ---.-.,..zir•••, --•:- __. .-----:-.:•-=7":-.!"-'7:-..::'.4:.---ir.:-....77•;.3:.:si...... •;•.• :1,....:;;'sfl ! -..v.....- q -' - -, - ..C,%47 .!‘Z • .°..- .--•••••-'727,f.:77.--'•. -...: --._ ..":-.....:g-. -_•••:".'.....f7;.14•• .-'..-.•' ..Y.:-.....:. ....-'..",--t..., •..,....÷ ..... ' . 44:75t."?... ..;:. /•Z. 7.7:-..7...:::''-:.% '..•'--.".. 1-1'-.-... --.-----. --.--"-- '''' ",,-.C. .-S'.:".• • 4:,..973riq ' .1:7:. --...::• :'77- 7.7-.772.. ' .:- -7-":rtt"---..-- ..--.. :-:-.'..:7-7. .- '....;':',.7.7t1Lf_..-••• ,...Z.4.:,!. . -• 7 -i:7- „I.. --.7i',..t-;..:-.nt-V.- ---=,...-.f%'... -iii-idici•'------ .-------.. . - '.. . -."•4--•-•,::.•-----1.;-: ..---.--if.. .:!.....;...:::.'_f.f.:-.4 ,_-!!r. 4 „_.. ...„,,::,.,_is„,.-,_:,.,; _.:,,,t,„, mg ,. -1.11 .1t_o_n1.14.era .1.0u.:U.c'tha-;-15ensfiiriirra'-2:'-.. .7•;•••••'••'1. . .4 •.._- -. . .__ • . ._•.-.. ..,.. wa :•.,,:.-i-; . - --...s:E7.•••.•_-..... .:.:•-_.•••_:____ ...-. . .... - - -_ :., - - .•••. • , -. • ..I.:: ...•_:',•:•-',-: - . a ..,....::. 71:.•:•;:.?.Tiiiattpaue•..tett_laTiee_.,.q0..11P!97.-lr.r011_,:__12.____!LFSLIII-t._ '-.._ . . -,.... - . • • :•.;•••:: -.:...:• •....i14---•.;plar-r ---777t.111Ci.4.;piii.0--. co...-ii;1;on--7-1.--th..'•- r1:glit---mf. • tli irl- -- - . _"..11-:„-. 22.:,:_;.... a",44/r7a.i5-3-10/-1-ligsf • as__,_.3stj]i_';troatilcieri.. ----.-.ppontiaa,mictL-.--,st.'7.---;'-'--'• - . . .___ . . ._ -..:...1.i..!: .----_.7......2 ft::•.',:•":•-•:". .. - . • ••• ' • - - - - • -.77-4.'7'2:""".•3:;"-•-:2_x_WiireettIll_haralli-E-buta-inixt-oa ---tion-.paTt7o.V.13ac fiC -) -sat to..-:.`4,-..,-•;._,_,-....:-f._:.- ill ....._•.- ----• .1 ---• ---.;...;•----- --: -.:-:••. \•::-. .7.-:--:••••-•-2,-!-- -..-;--:-::•:::- • - ...,•_;._. ...,.:..•.•-:.•__:.... _-•-.•:'.....-:---7 • • - .. ,.. ---'•'•4:•4-- •••.•••`".---,-.Si•-•-kept-and Performed by it, and to ;arable it• to 'connect:Its-7-':-.-7.••.:'-', •. - . i . • •"-'::4.::..-.;.:•'-'.--. ---• ---'- -• • ••••- ••---- •- • .- •-.7-•' . ''' . .. • --_-:-±-,--:----------- ;: - --•' • -. • -•• - 41--Ii•Cqtd-7-witti'-thlrlinipol'.4 :7-8 ipit-' 6k7iT, --c.r the 135..teing•-plant."------ ---..7....-•:•----: -:_--_- ..... .... . --.---c---:: •":--=Ind. to-awnii.-it'selt-af-such y aniniiiri---111rr-ifid*Ii-lege'_.thex:sio,;,____ ....::-a,-.•_.. __ .„ _ - ‘:_i_.-•••.:_-•_•77. ----.--.7iiiii•-,o-TT17--iiihare i;Y: gran t al•-tOZ::p a ci if 1 O...-d Oa it-the 7 r-i-qit, •pri vi.-. -••,,-..'.' • .. i ' - - • .•-, • . -:-.i:----7•1M-vi-aind:iuthority:t4-7Cortiucr. t it_"utaintain Ittft).oparat-te-tr-spur • -• - - • . •....• •-• . .. . . . . .. -. -.•- 'f-±1(1k-lave-1' arid acros -the fo °wink._de scritied• land-of Ppwar-•- ----. . •• .. .. . • - - ,--..diampanY.An the bastion•-a.hown -Upon the-ma tr here to:. a c hed,- - . . . ,.__. : • - . . d b ifi _...:.---. . •• . - . .:-2-__::-...:•_:-;• ::. ,. - . . . . • ,/: . . . ••-•*.• • • -• -: Which.:is identified th igna tura s-of .a-- • •-• - . • __ ... . _ . . . _. •• - . i. . . . . . .. .. -- .i,....• •. .,....,,,..--,.;-f or,-Power.;Company. and .7//1...t/t/y . •for Pacific eon 5 t, r•--- • ' - -• :;'•:•"?.-•- •• .:' ..,.t•-.7 -- - • . •wit • . . .. . . . t‘.•-• :---.•'..;'• t • •- - .. . . .. -- • • • •- -_ . • - • •_._. _ . - - - --- -----••-•.- hat .part of. the latid_of-the -Payer. Company- in tha _ • . • ,. . s. ... --C-----:- '-'-:•--L-•-NIft-uf:Section. 8 -and 88i of Sec t lon.-Y7 4. Ty p. 23 11...i., __,____._j..._. - - .1.__•••_ ._._• Range- 5:•Kai tr-41b M.i King-Count=y7-Ireshing ton;•and the .. . .. _ ... . . • • ....-........;*.• .---'7•71Z_ -•''''Stlicond.Class•'Shore Lands. lying in. front.tharec-f;-12S- • ---- - •,. . . =---:•----- ----------.7-Cluded tri,thl n...a..is tri:p of-land land 17 f bet -in w id th -1.sir in; .... . __......... .. ..----::- .--1----------•-•-• 8-1/1,,fest of.sucth..Midth 071 each side of the -follow- .. ._ . ' .--.... .-;:ili;,:::'• •-• ---.----- :-,--• . •_In -d ea c-;_aitil_ann-ta '4 . -- . . . . _ "---- • .' . . - ' •• - - .- - . ....- . . i:.".4.•:'..--1'.."'1." "--',"' -..'• •.Beginning it-"Ir point in the sec t-in. 1.ine..be wean . • • ,•_. . ------- -•-•••• •-,::•• -•IS actions• 1 and 8 L-1 Is.•rp. 23 NI., Renew•5. Y•al t P It.11"A... ::• . • ., _,, ' . • -- , es aril-which point...in..VIA 05 f eistLw_st-e13-. .-_-:.:-,_:.- -- :-•-•..-------"" • - ' • a shrimi-along-Saaii-,-:fi-otra the; w e a terly..-_. .. ..,:-..,.... .4•:-..%.•:....- --•• •••--.--• ,.Univ.-of':right-or way of thirritOrth ern. Pacific -Ry-;. Co..;.....--.. .._ ..•. 1 ' • ..--::" •••--':''''- .-•--•-.--- -;-_:-..:_theniiie_•sontherly.-along. in 1100.1 curve to• the right-,!''---. ;•:. -•:.-.-:•.,- ...... ••--•- •••-:•• ---,...:-....-,..----Aittaims a'of _.7.3*.00-f-t -a-perin-li=a-5- mrt-Irs-Iterlif:--:- ..f. .... ''''"•"'''''''.-- :"" ' •• •' iinTigt t-rt.-girt.angles: from.-said. 11-prt}aern P.inifie._ ---.. ...:_.• • ... -• • ' '''-".17•• ••-,•--:•'',W.'..-Co.a,!a right-.of wa_f sin.;•- thence s oaths riy- -7--.7,-...: -...... • ,: • ... ..„-.••••_•.::''-'---: -...- •-•.:.•..•'--.*-sl'ir:it•:straight'Line, tangent to lits.f.:descr.lbed -'• .. ..... ... • .r•-_----7- . . ,-"''' -.--- --•. -• - • tve•- a:di tan°. or.211.00 feet' to .a-pertnt -17:50-r • -. • -.7-7:- -- - ,. .... -.. •-••7:.:-..-.. _.-:--.• : •• •• ;Inkstirlri.ateaintrett it:right. angina; tram-saidLYS-arthe - . . .., . ---- • •-..----.... .7..---- -7'..'-':P ao ifiaj-ly* Co.1-1' right--of,way.line;•• theinmei_,ahutherly:.• - - • -.----,-- •:' ... ..., . ..._.__. .... r.. , .:,•0"'',."-r''.•=7."- .. ..: -...-.-idiat,e--1.!sia..,extirve-.to- . ••- • •.• •. . •• •i •....• .•-' : - •:- . - . •,• . . .. • . a .t:fit.10- f t. .steowriy, wettgarlk.:411'''''''• -:'-':4....:..:i7 ' . .......... ---L.- ' ....1. '•''. . ...Ifirtib...1E4ciki ia, : 'frac said..IA'.Iv...71, Co.3 iv'ritht-'Or-.110';'-'1'... • .---, . -.•_. . .i.,,A,„•,-.-r ..,.... .-: :.- . • - *- -4,14-•-1.-4-"":::..- ,i•.!-', .WilieliitintAt Ulu:true-point-Of."..5eginnIng:4: r-F;:-::-••,---:•:.... :-. • '‘••• . .• • • -f-•:1:-10;-:,"- -: • Abai'itentira- a_jof-:--•tiiii••17..0Q:..f.t.g.strip"of-'1and•-- __.. .:.•;::, . _.1.. ,• . , - ., -..,-...-....-'-!----.:.-....- - • •A6,- ,•-*-T11'; ,.;:e',2.-.',-;--ilaseribits1;1•-•thenae-aoutlioi-17--along a 11.17.W-dribult.-- ,..!••--'-':•..-,:.....:.:.--.--,..-2.-:•:.T.1:.--. j.•:.:. _ ...,.'. •''. ..',-.7 :,:..•Z-,.•:. : _•_,__-•.1/5giflt.._Itittarlytosaasured -at right..anglaie-i- fro*,aziu"....z...;,..........,......... .. .4 • l'"N.* ••,,*,-L.:-- .--sx.:'.•..1.9&re - brIatili late,. 14: P. Ry. -CO.t 1.. right of -maY:1.11i•r..-....._, ..,,....... . .,-.... ........ - • r.1.......'-"-- ; ;••••:•- - -.-- ..-..c..........4e-s-ia.; ,:••.., . .•a.aistauce af11725:20-ft.- to a. point of .oannaation Iritit.... ,.....:-.3.:77-.... ----11-.._..7...-•.-: . •' ..liii: 41-',_,.Y.:: ,.7.y.', the:-tespiirarT-spartntak f ram the'X. P. Rj'. Co. .:• . r....3.-..:,-- -• --:•-•••.- .• .. . • • - • ±:-..:,• -..,ifainfpgtcn:-B•lt railroad .to:-tnir plant sin a k --.41f7:..• .- - •. .. •- • - E.7-=---. ..±11-7-t;i1;41D‘ablit)Lirefairt-. ani.•west. of WillialaiFilti4•!./.6.t lixt.,.. 0- ,-.-:_t4.,-.---,:•:.:;;I:k...;--.7,'-1,-..:0'.:1-.....--.....-.-::-- ::-.• tz"Zt; • ....!.*,_. .s2.e: :-. c1”7.: 4141n; tplet,i. •'.. • .7' -. . " - . • . .. . . _ ... ..... ..-4...... ....._ . . .1%.A. .-34f.t.•!..r;;:,:,-----7 ,-.•--,:...7.., .:-- .,..-.7:- • • -- f..-.....,1....,•,,- k444::',..-?•,-.-:::-•---- ,...--.,:•"- ..• : "----.---__ ,.."....2:-.. :_..,--- .• -, ..,-.---------.„_,..... • .4.. . •••• .-- . . . -- * --"•••"---"'"'" .---•• • ... -:• .. _:.....-!_-__.•-_:_ .-____,.._ . _.. ... . _ . ....-....-r-.7.. ;.,.., . li,..r•;.;..,e;,.,.,..4, . . --• •:-.1';,•••i"...•: •••..*':••• --•• ...- ••••- . ,-•••''':',, '•-.Ni•4e::,•-••••"-.4•••• --- -- -.- • • •''-- ' •- - :7 -.....- • • •:, ''....'.,-P.S45r-'1$n" '.... •• .1: ' :-•• . . . ...;" J,;, jrri.. -........;"...-.-:-•' •.-- '--..• ...7.. •'".;-•• ' --• •1•-•:4;7. 4,.:•".....1f...:."4'.•• "....-:-.... - • ;:-,, -,• . 1. . ti - . . _. . . ......so="3. .,..,,• ,. -.4.:::....:•_:,-1,,,;:::::::.t.-.---.12......t....L.:.::-•.:.• .:,.:-..,..-....-;..:z.....-:.........,--, :;er;i10.4.s.ir......f...,,,, -.. ...• • ii .;:t; i• 1 ' ,• , ',..:-"..'::•:- '.'-.: .:-. "*• '.-:*"..-*: ..'. ..-77..r- : 7.- • -- .....-.•"-' --' '''.'-*::`,;-;5.,,ar- .r.: J.ne'' • • - - • ....„..,1 .... ..,. t . • • • •`. •, , .-* ',-.-c.r,..:-......".1;fev-'" . '. M..,,.. 10:;:-;7•FV"----_,....:•--'•---s*- 7 -. .-. ..:i ..••:.•••-- •••-r . ,'.•• ,-• . "- : • •••••••..• ••---r•*::--.' "•••- . -.‘::•---: •"....-7.•••.: . . . • • ' T. . -74- • ..7.7, r,...14:,....;„....:, .,.....,7t---7:.7:7-77. --- -..• ..-7-.7...-_-_-- : .... ...,,::...*•—.-.••:-. .71.-.7.":".... , .:'''''•-:, .-•'''.4...-2, i .. .-. . ....1 . • ••-•• .. • ' "•••:;:;-•::"•:.....11.. ;•••••'-....5•..:•.':•:- . ..-.-.Z.. . . .. ". ••. - . : ' ... --.• -: .. --• ......,-:-I •: . .'' •. - -7. -'.-..•• . • .. . .... a z.....„:.,...c. ....„....,_.....,_ . , ..____. _ . .. 1 ... iN .....,,k,--.-_,...„... ..... 7LIC1so thrt •• rt-atiza,=“1.d:land of----the---Powe'r • ,••_ -_,___•. ..:....•,..-,• • -.. ' .. 1' ...•;_.;-:!*`•-•- - •- --a•,- o• uae -w ' liirr-4-1trip -of-- -3:44.1x-re•gular:•in--"--:_7--•••'- :•f:-..-; i 'it:: ---.. i- -7' . - -- ia-1./ ting:-. • ....... :. ------.-'-f" - tPrz-.:Co.--1-'s rlght.jar--Ii-a-gz--arvriplaseacing• it. ttia -••-•=----4"--.: ••-••:::::-::•=1.-----, -...-•••••••;_• •.•...,_• .! t l' .4.-: ::".-:-.-•:.••••-•..riaith tine •of Is attl-3isc tilan S.•-prodUc ed_Teal" wh.e rej•:•:•••••: •.•• 7 ---7--.:::---...7 .:. :: ......--- --'-'''•''''..;2:77-..':... ' .• .• altrin la:'48.:fae- t'in•-:w-ifiltlif_..-__thanca.--:sot.itheirjr.-,....f:•:;‘,.....• •‘.-,- • :,. • 1 • 'f' • , •• ••••••• 7:s" :-' ‘:•.--•-•'"244-00:.reet t..:mealtired.••along• ahove-•daFfid •c.en.t er:: --;•,.....• •,....•.• .........:••••: • '--::- : -:---• :••- • •line to a poirft wthisre'• said strip is.3400 f.eet - -• . .. •• * . . . • . •-• •• • • • '" -- -- in. width;•• thenc a- sbuther.ly-166-.8Cr•feet,'• , • . , . , . - -. .• • •_ ---•-•-•••-••• -7 • •. - -' '..ssurretr-aotT3'711a.S6-6 EfitiiT.-TIffipolf-t.•-ahert—• ••••.. . ... : ••:_ :. _!....:. , • ________ ...:_...._ i . .- - •• -:•:-•'••,••• •-••• '___::- - 3.a." a. it.-j..p 1 5 3,7- f e et-.1.n .Wid t..h-bald Lt..:Lti• pOI,nt...o,f.:_•...:•..7. ....:."....... , ,....... ..: .-- . • • - . .. -• • •._ .. .. • • -------'---7..'a---..":.--.'"---atrate c t ion with' a,bover.dstscribed •17..ill•ft. •strip".. •'. , . .. . ... ... .. • •.. • •-• — •- .. .... •. •• . • - •• •- • -• • ••• • ••• .•-• .. -.••-••-•-• .... -•• ' •••• -: • • .-- - rip-rip-of-:-.1bild.:-.6. -L. - ,T -w•tdth•••13ri.nk. ' '•.•••••---k-•N--..- -•• -.-----Wes ter Iji•or:tin-adjoining'.said: 11;f-601.1:47 _tr_ip 7.nd . •• .• •. ._. . •• • .. • -- .• • :***•7-,:extending• from the S.outheilli".endpf• :t.ald-T.L7. b-t. •••••.•:.:•- •• • .• • ... . ..- . --a."---7-- • •• ...• - stri-p•-•-nortner-ly:7-s distance of---6-5-.3-f-e-rt. • . .. --.--- . _____.-....._ _ ....._7._::.... .. - .' ..- . • ' ' —"' • . . :.. .... . - ,. . •• : •1-....-4:--- ------------ .' * ' . 'The r_ights-•-ne nein' grunted are subject to .th-4 .4011ow1:ag• • 1-.• • .. ... -- • •.•.- • _ . ' ••••....••• ••• •-•.;.,-•. tertar'andl coniiitions,•:which Pec.ific Cob a t-• expr as airy. tiss sl.ral..s.- • . ' • 4 . . . , ..,.. . . - . . •i - • •••••---— ' and,-a eels a.-to •pe iform,•• w):thou t wr,IC r.• a g r eemen t:_•try•P I.c I f-ic — • _ • . . , _. .. .. • . • • • •\ •. - -•--• , .-• • • - .••• . _• - . .. • ..•. ... • 2. • - •.-7 : _Cows t..--such..rign ts- mould no t ',se. granted-. ' . - • • ......• • ... • • -•••• • ••• . . •• • . • • z:•:". --f. - •-----;--- •-•'. •-• • • . : . -• . . ..- _ .. • ...I... - - • - . 1.:•:."Pet-if lc C oafs t- agrees-to install ana'. a•taints in• a Con- • . . . . . •_ . . •• • -r• 7-.-:::.,:::i__I--La-Tii-r-11.-caLata-.14:--3,4•4L- -r,---re•e4.-- te-,•point- n 82 ,•••,!•' - to '--ort- --.--.id-------,-----' ___,.__.• _ . • • - - -• • • • • •• - ••-••-•.-__Exhibit with .the -ex'stir.-.3 spur -track ,:3 r--Power. CoatOAny•Libon • •.. . • ,•1 .,,, .... .-•'..;•:*=?•,.•••::"'_';-.••••.,•,.. . •••• .. ...7 ,‘ . ... . . -,. . - • --__. - • . . . ._ •• -.--„,•:i:-..•.--r---:"—C-- .••. - t.1.••pronerty- a rinve.d e se rd td.30 rvt: ?owe r Locappnv.Is__•;;:tuf r . • . . . _ . • --- . . .- • - . . ,. ••••••'•"-it. - ••• •:: ..121teati Plant -:- %--rois the ?oil.:t where suc:i •spur •Crit.ct. -.)f-PF-tw.-!r ' ••••__ • . - -• - -, _. .. , . . • . . '',:-.•-f.ti•-•,,'..i.:•;.;,•:',..4:.,f...0-itipany• Ityfi've.; -tit*• 1-7-i•0 0 t----rt-g n t..of way he re 14-ui bolt-, ::•.t::-1-:_••••ed• • • - • . .. ...f i•-•-• --.. .... -:-. 4.--•-•-----------:--- • -•• . ____—_-„_..- -_-___-,..- "•-•"•-•77'7- ."---Lt. limit' be ..s.ole iy. °Wiled a nd•• raa in tr in ed-•n/. P n w.1 r •,,orapr.,ny.. • • • - .,• • / •I. . . . - .. ." 1 i . •. AI :. . i a •. _A...- :''0,ry 'a • . _ . . . • . - ______ --sinx1-: spur tract,. snul-1 7•e 4.:L'IL t r.:e.toe. wi'..:11.n•• -.. s..•. . ..- . '.,-,5::-.Z.:... ."-..•'; ••••:::•'-'••.:::•... „:., • -:. •_.- . • •••-• .., t . . .. . Idir .•. - ' __.__.- .-..... :„.....,....- •-the---ri.ght• crf-=••••-a-1,--:-te-•re-,in-:Kra n t.41.• • ..z a 1..4'r.!..."k:..t......)f .w 6;, i.):1..._A....sc. . .. .... .., ". 1 ...• . . •. - • . .. 1 1 .-. • .31111 .•:-•-•4,'"•7::-r..'. Co tracl•-. •to••be•cons trnc tad t•••,,,rech,-• 5..nr...1 -, ::•,..-i• :.•••,.. ?scot t t,c • . .. . . . •••8 . .•• .. . - •-•• - ' ''-"". i . . .• : E.: ----."--,••• •Cows-t--s-cr ....;_x_1341_,„,....L_;... .. r•_...7,.._!_.4:_:.__ r,..,.._.. ..„.,..,-..--7-H._ .. .._.__ . . - .. . • ; 1 -7: . _ .... -•:-..,:::8172.11f la ton Steam Plant cif- Power uotspany hr;k1 tz. r.c:r :)x. ,...-• 1 1 .. t, 777•7:'.7--, ...4:-•;-•;:,. ....:-.--L_.-.-Z--:-ts•• . 1 t ..... - . . .... . .. ..-.... • • ....,;i:2.• 11.- rinrirr:•assx.aufaC tur4 ng. plant of. Ltoel.r.; A I rorb f t •Conipa ny, ..,,nd _ .. - ,: 1• :-.. '•:,=•..-.:..t.T.::';;;-f.._"„."•-.-_--7-.- -- ' • . . . ._ •-..- 7.1;/SP511111-1. t;e used for anygaZy_lcl to any •:-,t'ner ".r.son or. prop- . . . . . : .•:„- •,r•-.:.,.-:-'.,',:i..,,...--"•:::.,.. ,:- - . . • i ..-1-.*-_-,:." . •" - • •... . • ". . • .„.',--",---:•-•:,"-:-:-:-.',•:' 61-t3:-itif.hou.- p-ri:or wit tr.en con.i en t •rota-e c..!,e,r.•t.;ocapesny... .?a c If.1.6.„.....-...,..... r___.; .., ; • , - , i. '.I • `.!--;-;7...17•4;•.t.: r :frtirt•fiii.-igee.'s-Lila t cb rill'•nail not be permit Led to ISAnd . •.. .•••, . .: ''.• _‘..,_ , F,.,1-1-..••.• •'• • •. _ - " .. 1.4:.;-"r•--3-.." :.AP 0 rt k said_...spur- tracw for.-unreasonable pt_La_o_c_1 s:_of ..t line.., •. ... ..,:....a.... I. . .V.Ale ....Y.:,•...... :• . •. • • • - : .. • " - - , . : •.___,Ii mins,u-- • ,- -. ... - • • . • . . ... _ .... .. . . ... . —.„........,., ___ . . .„ . _. : _..,_ . --„, ..,...:,.,--, • • • • . .. .„0....,,,......v.r • .„ .....-... •--- ___.., . . . • ;..... . .. . . . • • . ... .. ••. • • ; r •- 4.:f4111'' V2t41.7''''.--...'7-: ... '...-: • - . .. . ...." • - .. • i -.7d. :Car.:".. 1.C;11-''.•'1*:...-..".. .-....‘_....._ ... . ..... ... • r 1 1' •--;' .. •• - . . .• .- ' '..--'1,...-- ... .. . • 1 , . • . . . . - . • ... . , ,...40..„,........car.a..i,,. vit,....AgiL•fg-'!•:•-;;;I---..`-••,•••:-,•.•:.:•.-••••••• •itf•••••..:.••••••::,---'•-,7%.,'•••--' ' ' ' ••• . • ‘.." ..,_..-:........_!•;•;•••••.•.):.‘....:..!.;-..• %.--.....:.:,,-,:.:7,?:-!::-.4 ::::;.7e• .' - • 57"7""waft L - , - . . . .. •.."-i-'1'40111:7'''58q7,-,1..-•0-1:--• -..... ..•••:-_., ....._, ••• . ,-. . ._,... -- -• .-....;11,_. ....... ,•.•,., . ..• ' 1 • •,';.- o'.‘r I •• ;r .' 4,:••-•:-.2-;••••.P.,.:-;••;.:....--..:.:•••••:••7_:•- •'..'„ -4-. ••'..-,•."-•••':•--..,..:•":;-'; ,..,.-..-.-..11-1: ,'••-,....t•••-••-- --:;'-'.,:'"••• • - 1' .' '• •• ..71•••••ro;t Re.4.--:•,...... ••.:;.....7..,:-.7.:;".•:•%..-'•• .•-.•.:,•. .:-.......*.!f••• ''':'.'•.:; •-...•.-_• ;-: • c ....... .;.•'-lk, .-',.,, .:..,-,.. ........,qr; .,.•......-3 . . . Jr+ '•.:T. --•-................. . :;11 ' •-• . • • .• g M 4..... ,.....f.:41,1.:•:.7.. ..........t........ •••:.:4.•. , ;., ..,....s : :.,,.;..,.! %•;„. .• •:.---.......Z.1...:..• .....;•4;....... ..7P..r...tb,..6• . • -* •r...s. „,-•• ••••..;.i,..i,... -144--:. .. ...:...••••'• ,--•-•:-;.".,..-,-;••:.•_.L•r.::•,:"•:;•••' •:..:•;•••••.•:-•:".'.:-:i '• - 2. •-•-. ..1:,..,••7'.'•:--7'f-i.t.1/4-...,_ 4.fo.,. .3 ..a.1,:ii,..„*. , ( -..,-. ..•:.:-,T.,...:..;_•• • •,.:: - :-•- •.. -..,.. •..1_. . •_-_,---, •-_. -,. ..;_ -,..-....:-.:_.--...•- • •:•-•;t•• ;.--.-;•••••:•_::4,7.-z---• •,•::•••!...• • w . ...1t7,-....*:?.!„:.:•:.,:7:.•1-:;.:--:.::-.1-.....'..-",..-:::.:_ - --" •' - - . .'• .-..-••• •._-. • -• . -•_. .„ . - ••- .,.-4--, ••:.------x• •••::'•':.------___':40*"..,?•;•-.11itz&ir..42-%. "'IM ••-• - ••-•:. '••••.-.•'---::--%•,--- ,. .-it-i-..:!4• ••••. .j.. -,- -•• -. : -••• - •• •• .--..si. .• •••----'--a--1-.•- -----:•••• ....!:":-.:•.. .!-:;;:f.':"....7 ' ........1 •-••,, .• • . • - .-_-. • ;3.:,.. raaill.!,coast ...gross.to ne tall en maintain•az,•• •-•---••---••- • .._... 7-''tf-*;%-:-....:: •••/.'\ ---..• • • •.. • . :. .;•'• ••••: 2 . . .• •r.,•-_,.._ 7 glatlb-Iii-c-ary.ert-iit-d-el; said .8 pur track- at Ta-:poiht,:13isit,..t.•-•-hi:•• -;:-.....,•:.•:.',--7•,..f`...-.1:-.1. . i., ,•'• , :•'.47‘1:- • •- • • -.•--- ' •.. -. •• -••••.• --el.....;.--•••=i---Ii.. .-•:--r-t • •',I•• ••••••'7.-...7--":.-:".'•77ide••`••••.:• • - -- • • . • • - • - ".. - . •••••?'. '-f-7:14:"':*: .-...:. -ni3rt117"houndiry...of. Pow*. r- Company4 9.:propertr-of inifrie-i-entr."."..-..--77, • .. . . --- .-----, ----77 -irie-itliar-a.:CIIIEr- 1...-. ........7..._............... . .1321.:. :.:. ,... ... , .- - -..., Vs • •INS TS ii,ide-L-.1-10. 421._,u,-.f..#.,„ :...‘- . --.-:-• ••-- ---' r --'' • - ...-.1.':-.. • --.-,•-•.----',--. ..•• . _,••- • ' -- ------:'-'7•-•••- ' ;•••: I; •--i--• : : - .,.-, 7._ : ..,.•-:-•:.--.-. . -- •••• ••- -•'- -' -turally. flowing. therein and:.also•a auf f icient.-culifert.-nnder.-'..:,:."•-.. • ": 1 .•• . . .. . .... • . -••;'. . :, • .. . . . . ' ,---• .- -the roadway beret=rte r- orent toned,,'lit dir.g lift°. the Shut fie:•••••- ''" • , " . . . • . • •"•:•••••- -.-:• . 1--• I---ton::Plant-,--to 'dere- for. the Wb.ter flowine in the d.s. erl a lon. • • . .. _ . . . --•••'``-• _-_-.±.:2-•,434,2:km-lior..thormt-Paoli-La-.rightL.c.f. wis.-........ ....rv---7-.:-;-:_ __ _-_.: '-..- .....L.......--- ._._ ... ...,... ... . .. . r...:7, . - . . . . "..----------r--------.---74-:. .Pacific' Coas_i. agrees (a.) to-•te down-the existing.. . 1 • ' •._. ----- . • ..., - . _ . , . . •• , ri.z.•:::'-'7''------:--:‘-'`-:-'7---Forice-'s1.-ong7 the.•Treitarli. mar gin .&r: .•th. a'••-1.tor them P c if ic il . ;..a ...._ _ . . .. -. . . • . . ._. ... . . . . - ... , ..•.- .. • . .• . • • , ..... • • - -- • tompanyi a- right of!.ray and..re bd....1d tie 6.•sane•1.--n. a:gOCto-•1•-•---.• -•t--.,-----.: Is • .•... . . . . .. .. . .• . •. . .. .. ' • : "`-'" • -• • ' - •••• and-...iubstan tie 1- mannIFT on a line two f..e.elt.2.res t.. ilyf.rom, - -• . •. - . .. . . . •-• . - . I . 7•-_--•-.--__ ___ !.• :-----77-•-•-•-•-•77--:•:-.-: .: • eestialq-i• mi-i-i-i-of tr_e right of war hare0.n'grent --...1-. . . • •.,. • •• 3 •-. . -- -. . - • . ; • .• . • . .-• , - . '----2----.-----------.:7ins..tall in sal:1 fence _a__goad an.... 5..1 f fic1.4nt-gate wile re•anch• .• .. . . .. • .. _• ..._. _..... . .. . ... . . . • .. -• , '. • -. - -------------- •••••7-'---.--,-:','":;.--‘fencii'Croa-s ea the app.: track of Power Cothpany lead 4.ng to •,•.:,•; • ' , .. ' . . •. . . . . . .•- _ . .. . . . . , • . .• •• *•• • ' • • .Steen --•7-----,-,--- - : -.4-- •••• •. ''. ' Shaffleton •Plant;• • (c) "-to ins tall an a•ta allitaln--Ii, -1,---7•••To-d, •- •-• • . • . •. .. --• '•::.•-• ••-' •-•• • • - acindition ay 6e- place indicated on •3a is: F.7.hibi t• b .,;rada 'ercs3--.. . • - . . .... - - . . •••. . _.• . .• 51.1.rriC 10n- 4. manner - ••'"• - -. • - .1--7:-. • Fc10. -7.--- ••••••-• - . -.•••• • iftr: unif or:I .1.7.1.1--.Me•:-Ei. ...a.....ng-..ro.. . .........7,__ ___ . • • •'' •6-77"-:•-•;-.7.-•••'•_:•.-- . . - -• - •• . .-•- . . - . • " -•hs--P.-- ••, •"'---.....N.a, thai roadway -leading f the F..6 I scent Sta La fyLLnway-• : • . .... rom. . .• • .__.....-- . • ...._. •• ••,• -•• . .. • • • ?aific ... - ., • -`-'.'-•-•*- •-••-•4 -iaatariy. of th.; Northern c. trac•f-. t o• ....1-...= _.:•luf f le t..on...„.____•nant). . r , . _ . .. . ..... -•• • • - • • • -..7.. ___,------7_ .i.am -....• .. , •.1....-t-1--- ----••••••:-.------:•---7-7 -0.....r7±o:a•t'.-said.fenc e-:int. e xi LsireN 7. .-"'1:-C---4 bhcic:ft. ------ ill ._____ _._.. , • --.• • _______________ _: • .... ..- _ . • .•-. --.. eaid--e rip*sin• a e-shown on said. •z.x•nit.:I..t., anr. to inz tali.-a.. a. •. -.. , . _ - - • . • ., . . . . . . .. . .... . 1.'-''''''"7-7'-'••*- • ..--• --11.er_DEs;:the-roadwin..• (al to Xee.p. t.ile rign.t of "i.ay -AM:eisr--. . . . •-...____• t..• . . . .. • .._ _. ..- • - . • 7 -_.• •- - .. . -. • - . . .•••• •:•••••.177- -- ••- --gm. nt.ecifT?ix-7,11'.i: r....t. -all. times•fr•oci • •• . ... • - -•- .. - •• - ... , „ •• . - .-- 1.1. urtr3 •., anc1 uader•-... . ___ . . .19--r-••-'!7•i..--. . .-1- 7-•,.... -7- ---15rOmth; • tf) -•to•main tain the atop+. oe any. f ill pn.,aid . gn.. ..... .. .. . . . . .- "--• • ...,.. , •-• p t vertical,-tcr---ertand--i..-....-,- .-77-t'---7r .---1------trf--ir :r--art- a--pi tertr-rsoil-gre ate r-tnan--one- --;;;;-.;...,.,...'-',....'..•-.-- 7 ' . . • -•- ---•-•-.••..-•---- ;..;•,•*---1.-.4-•.•1 ••z -. ••--bnii..ha-lf feet hcirizontal:, and no t....i.c-: •2e red_:..'' 7.n e-mit Le ria-1•!•• ••,art..r77. • • 1--• .......-. . . . . -•• -. • -" :::••••-•-•---------•• ,-fill .0,16 roach wi thin leen than .Lio fee t o •frm' .the.fence eti9T,,7 •.-.-. -• .---. • - - •. . • • 4 sr act:1011- -.;-••• _-__. .. . .. ''••47.--:`-..'••••• ' •••••• mention clone ed.] . all thereof to he one to tne lat.. .......or:-........-•. :.•• •_:-__ ....• •, ;€;t'•.1,-..4:4-',*--!•-• •• ' .- ..._ „,.• --7:-- S.I.f.r.: ._._____.•. • • . - . •-3177-7 7- ---. ••7••-.- ••-7Petirer••.C011panT. • ._, •- • - . _ '1 .5.?.77.5.*.:-..........• ": ' ' • • . • • 7-- . . • . •. • •-• • .... •-... . • • . ' -,.'•:!0t-. .--,- --•-:•:;. -'.;-•-• - ---.1.-7.. -....---:-. --•,,--1•'• -...1... . ..-•• : • • - • -:.'.•••'••••:;,:_r••••-4-_:-----,..."---7-'•.-'-•' •'. ". • •- ,-- -.•:.t". -;.;::-••.- •• • - . . -- .• --- • • • . -. . • ... .. . ' •/.V.Ai............... ••-• •- • -• "- . .7-' -4- .. .•• .-• ..•-•:_ .l...:....;:!;-..Cr..:;..f.Z. i.......":' • 1...:C...... . • . ; • •-:-''- :_ • •••..•• ..... - : • .. • • ' • • . •.• .' . .••- •s• •••7.;..`••••••C•V11:••••j,;4;:,: rs.:, •. : •. . . .•_ .. ••• -. • . •. ..• ' -. . . ...1 .. . . . . , L , . • •• '" ' • - —4-':..".....-A•t• . . . . _. ,-ti,., . ' - • .... .• • • -• . . :VOL 2OE•.0%11)06. ..".' . • . . • - . l . . . ., . . - • • • '- - ' . • •---• . . ._... - . . .- . . . . . . •••-• - . _ ..,-:•:-. _ •. . • . .—.•.. .. . , .- , . ' • '.- • • . .. . • .. . . . - . ".-- . . . . . . . 7-1 _ - ..' • 4_ -- .. . . - . ... -- : - .. . . -. . . ----- . 17 • - • .1/ . . .- ' - . , • • 5. Pacific. !.....oas.t..hereby assumes full res;:onilIllity _I - - " -. ...._ . "'::.. • 7•-- •• . -. "-'f.V. ......„__r_i ...r4--;.. .r.L-t•'t::--1------..--.'--7-t•-a-i-Inr--.1147r7tkti7.-wpon art.y. TR.;ir---• - .---. ---ma• -_ --'- Tif'-'==-LZ._.=..- --...--•e.--- .--=--- -------__ _ _- -._:- ' . __. _ _ . — . :v_p x.i'ver t.y=-71---7;ny •9111.5 3r1..:).7- ':-_-)rpori-Lion w.•;:a s•-)er--11-i-1--'I-7---- • " . 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L . .- • • • - • right to c:ocitt:tue !. , ".. -Ia. .;-.6- .: • . r i.,...;. if way •1?on ,-rilen - . • r- " - • . ..• . . • - - -- _ . .. •. • • - • • '.• • . .- . . _ . •a • • . . . ---_. - . . ,..- . _ - . . - . . . - - • . . . . . . - - . . . _,. -.----- . • . .-- _ — J.: - .. .. . • . - . . - -- • - -. snaa'acanon user tracks. shall Je hid for—t'':e purpose-of- • _ , eztenaln4 its own spur to rercn ena_ o __to to scree the' - • - _ __` .Boeing-plant. - - -- --' - -• - __... — . - _ _ 8. : If..Pt.c1fic yoest .s:ta11 v-t-elet- er:;r of G-•, _•?rzs•end . t ., . condI, s -sQ llorr - :ein stet-a, ?oi- u, e:• t:orno/•nv. _ma . :.v... ' r1gnL—___... ___— • to perform .1dc:i :efsuLted o�11+.ettons 1Ise".. er::: crliect the ooet Lnereof from PecLftc Coast', or, .at. Its_ el.-r:.:on,. to-. ' -,m: . _ . terminate trier r1ta.La herein cr_oLod_ ar.a..-1:6 'ream Lre Pet.-2f1-c- ' .--_. •;4sat._to_youoya--t-t3•-trxcJcs ' ud ot:nr-pro . rt_+ from sa Ld' r t r t - �- - -- M �. v•ir moan. :c::L:l `eve i e t 1.:. -- of lolly.; �r�v: Jed, ha*•sve> , -- - . :tt 1t9 al•-r.tion t) r•.itt Lre ?-•c' _t: :o= x rr-;1 :d _tQ -vtilf- _- _ -•... . --.and r.,.r t, tt -.Dur -ber tpon t•._ rt. :t lc. e.r. ..•!r'eln - 14 I_ •- tr.Yn _ • •ranted from [-le nort:l^rl+ Li:;•- 'f ''fir .:amp: ryts property '.o - . . - a point 15'= fee t -:on t.:t-rly frost ooia'- "'i" s:.oen u_on seed . ._ .__ .._. _ - ".: 1.;.:,t.t, .Lar_..J1 -4 ouGlnuact.:.. of owl:chine. mei- ice- t-; the wets' . :;huf.^leiton .3teu.a ?Lant. - :. ,,.. - r oseriy. —• • . _ 'Servtiik 3. '= 1% iituf ,•ton L ; ..a ?l- I .. . .-, _. . ..-L1- _ - road or •Peciflc Coe at over prop..—rt. o• : -t:L!-_C --`ot s= 1!1a; - • ... - _ O ram•' Ow.•I • :scent -o th �1 S'. rr_e:a ._n teac ;:1:... .. ., - • -• ` CO'@'p7fny _i•sneer.: L't e• ;7ortio; 7f 'L: +✓tt: "_I-. •-_ , LL ..0 _ l�' ... Coast property _by_an inutruue:-- ...- tet: Juno 1, tyni,_ for a. par lolj .>netlrtr, 3,1. e 1, 194:. ' '1:10.11 7"!3p15".tnr ^;' PucL:'c-c- . •F. •_ - i Coast of. Lt-e epttr trnc•: upon . ,; .r: •--•l.granted -- - -' _. ..'- - .t'. th•- new *our track . ,. and connection of- Power t ornpt.ny -;r"r - - • 4 Li:;; • - '— Of ?bcif1c Cost, the AA ICI -t.:.t b . .. - -r-:tor•-.d shall'tie - , :t in :.nd to deemed cancelled r:r:r: .11 of 'o•.-r '•,,,,,: n%•° • ___ .:r; Per .:oast ;roP`rl in. port:on of . :e• pr>•yt,t. -tor .r•-e. . shal1 h• deemed t c•r. en,.. ; l Spur • t.---•--• nry perenntt la. Pasrarn.rtt camases) :,., •r. -- _ lant . - • ' -:-'t rs raolc,t.oroos Power Company 'rope . .rv. L::e. ttneSt►t.P • .- _ . • • •• : 1.. , .. , •• I . . . . .,• - . . . . . -. 2( I I .-.. . ... • • ... . ....1Q 585. - -. ,.... -• . . - ._, . . . - . ...,„ . . • - .. . _ . .. . . • :-.. . _ • . . _., . • tf.. . . _. - . . . - •:...:.' - : I . men t, ... - , • __ ...._- 3. '1:-_-•:.-'--!--- ---- -..---- - . .. . - ... . . . - . ..._____ --- . •• . • • -- __. —— . • - A .---, _ . ..rt.S' . - .•:.)_1:...1-. '....- :. - -- - - • . ..l':..•. . ..:..'r .. • .12. WI':.:". _.. :..-.:... .":- , •._:., oi.:-. ,-- • : • • -• ..- •-• .. . • ... : •••••-r•- tt 1 f• 1-....11.c - • •• . • • .. .7.r -..::. _ ,•-. -•• .11" i . le•;,. ' . - .r 1 1..•.-z.. '• — . _ _ •1 . . . , . . •- : . . . • .. ::, •• ••• - 1 . ' . . , 1 - - -,tril ' t• 7.2 - • I "- - i I i •". : z - - :• ; - . • • 1 1 o" 1 - : ,r : ., • , , • • - • i' • ...-.'„1 . t - - • • —— - . •,2..: I:i . . . • • 2 2 s -_-- -1 I • _ )1 •• , I. -- • . 1 ".....ir :r. :'. • , •-.i'••• .N ) i..-• :I f. •••• --- :-, - -- - ... .- ... 1.1... w...._ • I ..LA.:ti ii ;..• 2.. .1. _. _; . I . ' ..r•-•^•• ...... . ; . .- 4 - ' • • . ::. . . . t ; t _ - • • • $ er.:on: .1., , , :...•?%.. _,, __ _. __c_ . ._. ... • - __ -f'2 •--`4 f'-7/..--.:-.--`.4--?_•: . i '-•/" • - .. '..• ...omer..n1:1, ::::•• Carr r.....),r-- 1, . • .. •• .1 , . ' 1 In 7-1 -: ...7. -t, -:t 4 ---r. ., • and i•o Lun .e, . .• -: . ••- • ' • •• . i • Inn Lir:-• • •:. - . .. .11 ctiortz.-K1 -.• --- •---:•..- .:-- ".: ' • - i' • • • • ........-• .L.: c•••-: ---,:--;-:. • • .:•••- •: • . - • .. .. 1 i • 1.......71•4 1 - -.. . • .- ... . • • .. - '-'-'---: l: !"1,--• • , •-• • . ' . . 1r ..• 1.....1 I • : ' etr 1 •.4 ,,.. ,--,,-;:...-_', - : . . . , : - -.. . :..... 7' i • i • ; .... - ••:..•,......i. - . •• • : .. I.. .. - • ' :' . ..t....:.,.4 • . . . . , .-- • .' . 1 • .. . . , . i . • - . , .f . • ,;• . , . • , . . . . _ .. . ... - • . 1 • ' •: •t . ' • . . . .-- . . . . • • . • , ; 1• . ' -7- - . • - . .. - - .- - - ' - •,.... !: , . . ••t i - . • ••) , _. • . . • •;.)•). • /, day of 1943. (r.c.eoa - •• 'YISLS_I1QSbs made thin -- 7., _. �� & LITE CO ■ t�i,tol70a.tts corporatlona•Iwroinaftei ,ii t u .i•Ite NO TITHER! i'ACI'?IC..1..(Ai:=.�T COtelliff, -th._Pa..r Caspasy w 6a.hlrgtoa • —.- •tt>•b► ration, and the PACIFIC COAST 1.'-a.-oo. - - -.r E. -• .aorpel.tttoa• hereinafter concretively, o■lied the "ke llroed Cocsp►n1.e•. • 7flitMsSBS2i. tint. . • h. ♦,,. of _1 :rt7lAred, r S ft -se:ran > Id j0,'1 Ov • Far and it eortAld.ratl�n oL_.L ecknb.I.d ed, tl,. •�jj . dollar4 to it In hand p.ld, the receipt. eh.reof S. hereby 6 • . • has -granted and by C lase e i:reee-lta.:Was..:a�•T t' .e L]telr Satero.d.„. • Power Company t Jo or serer.ltf Ma their-lf'eVCOo•mo17 •nd as-:SErb. �p[e l-.^•mac_::.�. Cab.th• from -1.In• to -1-p appear• for -:.. ',..._p0.,e lar_th. tr.cice thereon [.q tr..: fo1:a•Sr.(,-.d•u•::::Led • nd °porarInc 're.reon certain railroad tracXs• 9lJr t raou. of traou of •1acu1 lmofa[' +m the aa�a are within the F'O°per?y of rtl[;tnl: ?ewer '.�faW�: �;.. eituat. in toe Coauity of Il:g and StnL• of Nee• Lnr — --- • L_.4•Lt�la_atri4 nL•1''"d--r...•ecy--fT'=)..-rwec LZt r w13. on •aoh r1d• of th,r c•at.r Ida+ ..0 •.r.,. eel- Ti•[r-t' ,,G,1 -'C.a. oat— ? _J.e.:::oG .r:er^to _ -. • .�olor.d IA. ..1A - •aid •trl• ' :-• :,1' tie ::1.:•rl::. :.r., 1•.e-r •`. _ . pre::er.d 1,. th• ^-_ .: l • and rude • p„rt .i..teof• _,_- :�.1• _m 1- , SY1:= . t.l leaf p ay .3..Led $ep,...moer :1, 1942. r•�l..e .iu17 - • wad furt.har reeled17; l,.fa(LDSt .t r �. .',.:� • ..-!--.•:,. 1ca •:.n til•oa )uoJect =o c�t,ce,ieil•n •,n :1>iv l e '. lf_ ...•:th •c:'i "e[: , lvt r••C - h.r•in• carte-in cart. n atr►p :uf 11.:.d Z..a_lty (t.• ::a ^I- The .u'n.t;1.: sa.r<..A 'c-_f.:•or.r+ j rr.rk.. wide on ...on a1A• of ti:e cent.-..- :"'oS1-tTi6-tttepneA rsli,lel♦ ...II i e, •te.c. (,.d it_rlp •.2 ., •., •• �.lor. . T)o11T ' . a.l.'. d,a1:[O..-i :.or..a,::M -,r •.1-:»:' ptre0 1A tlra. should 1 rips frr.oe ^,.1c a _ Lf.om. t:.a ::rS , �r 'aFj7 tr.oYt fTca=. .w1:1 •CTl(*• .)• -1[-tor . . •.add ;recce are .eooV.$ rr+al rererc cn ••••. .r••r:t _. ! iiiaCF =- Po.•r o."•, .oy ..aa +xec,•�n -en..• :rase:: '.. y I �rrnri yoar C1rxt ntor• rrlt_ ,.. ._ _ . rt . _ . : . i , _ _ iii__ -S-__--'-- i — , 1 - Ayalt ..L .-^^.-_- =Ar tY r:AS 1;LIA•i:%d( 1 _ - - --'w '.1:.:. . (s. - e-O•uttq_or King. • ) - •/-rC- is '. l94',, . .: ..-•• ,....:�y -.:..ewr..: .. ...:Oa this A.y of �..^..' .. . .. ..� tie U.• 1.:e i-r..l^e:.: •[.. ...rpor..:o ..... C a F. T•rr•1 . to me knor.n 'J lrutrlrm.:� n:^. ••:Cunwie•'/rd r.l•'. 17•et.,•.to••.:L a.onted the within woo :'oror•.:::F n •.tin,., fo. me ....es .,v: .aa .,+A •t•e4 -.i i•1,.. o.rr.o ^A Co be'the- frr. aad Toluatary -� .", •„•,hor1 : ^T . ., •— •a thefela teent toned, •nd oz. ,•2, •te_aA " -. .1 •.. _ - ^ said._htrttment and '-_mot _... ••••-• 1`•)ce - --A C••rpOr•1.1 .en:. . .-- oorporation. ,p • ^" -_ 7�.1cLTXS+� 117SEi('r.OF. 1 i,.>re her-ow.. et nay haul .•u•: a.:lae� o!'Y1 del . • the. ..dtt0t•r,tod_.�{ear leaf •fro.• written. r. -�. , •�Ne,-'�'-- t•'y1� ,''43 µor.nry ..... o In and Sor .wld _ �11?�•L a III„ar►1111 - r.,,,.., �►� � CeusrCy +nA 9r wl a, r>a lA1:j wL ___- _ .` ..% r.�•• .•1- �/' , /-M � �.••r •• .,e.tl1•, in •.1.1 et.::e. ,/ l • .. .. •e` ,1. •. y ..-..._.•.1 h/.tKl I�M�!7utw_w...ry w..n.w 7 • '.".t.., :R....�....w =�'1•.r +'+; ":-4*•• ..e+iR1..*:Pq.../.sr�.•6:;:t •:�.''L'sz_..�.., ,..•�- -• .v-.� It M �•Y.� 11 1 /I„•"••.:..�Y./.�./•• - :.w��- �,dr�"- �W •� -~ ' j. i.J.f .F : F v !`,.�nwr .. . , ._.- . - •Vie^' • •r..•' , i ' � `- _ •t 7.�•l.4 . :••• '"a a •'‘ g" ."•.i--. . .'::-,-:,,a • • . -• _ .fi --, . --. . :I.;•i.;.?1,.4-11i.%.4,i.- .,„,_-•--,...::•,,,-:'••••*- --.46.-----..' -••••...•' 2:-..-- :•j :--.:.4._•.'....1::".:- -----;:i41,-;--,...4".:-...-:"... 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'. a t:aa', tcro!--:c.ter cclied _ II ".--.- aha' T1a llra; Cot:.p 1 tr ^02 o .1- � ^oc- c:,rc r- X. y �1:..n -6 ..mot .zi- -..r C%., O' =- -.c:s c:1C'cd -- t •• •• _ _ .- _ - - --- pro^Tads r. : ._ ^ .. _ ._41i)• .ea . n .:.ii'• r •r!''in^ .1 �c:'th ---- .�'-'T . a nd nor tt:^os7-•••^'- :f.r. .'.9:.i-.__ :-.r.•pan,_,1 . ' c .;f1(?n•= : • for 1t1 _t:_ans -'r . ' .O " n•. ,- - • :- - -• • 1' - •t-emi=uTi• k r i' io ;, ....n or: _ _-'---a -n, r '• _... -...•; x;. _• .which t1..la 'on n.i... 't..•: rC-:. _.. - -- ." ' _,----: ` - _...•n:may iic..eu .,crew, - I. .. - Tn.*-r'ked ':x1-.ri. •, ,Ar--,-T:-Ts.-_o. -.p --• .. ._ . _c 8 . _ 3,•-•••• ..-- cc _. '_'_:o'sr o: . `'-. - y1,:.o oar , . - ... 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Grantee agrees agrees'to save and hold'._Grantor.harmlesM'frooM:.a . . ..., ..:•.,:. -,...„-„.... .,,,5..........._,-,...3,- be-due to..the:exercise.:by•Grantee-•-•of..the.righE_here in gr ...-z:: ,:.,,,,,,.-„..., .•••••,..:-.:-..•-•-,:„...:••••.-4'7.......--f::.,• :;,,,-• "n"-*-•.'•'....''' and from all•clr.iias:for such.damagc,.by:whomsoever.Made-2.ind........to.'.indemni. „fy.Gran r_or.-:....:*.--7.-8.,_:.-:.,.,,:;:-:... ....,.....,..„..;_,....,. „...:....,..7„...."._.,....,........;.:._._.._. ...... ._. ..-,;17-- •L,.....-_-,:::.,...,----,..--..-•.;;,,s'y- -1.•-,,..i.-. ;,...f:-:';:•--,---,-. oil",p-••-• f ---. . •••• •- -:. ..,-- forall such loss, damage and claims.....,......,....„..,r,,.,....,..--...,,..... ---,....,....4.4,..&-,.,...„.•t.,.,....,..,14,..:,....„__-::,,„ jc- ,11,c • • -..-, . ....,•-:...,,,..-,-.....--- ,,.....-_,,... _.• -_-_.. ,.......•_.,..„..,,.,..._...,:-.:-:.--:.:-...i.:.4. .4,4_,..,..4,..,.....\-,....--..v....:,„-.....--7?.„:t'"•- :?,:t7.,...-s_:F.:;...;;.:_r.„....i.::-*-----. 3._vz,_," '.,...--_•:.f.-•e:•,-z::::::.i.•-z.,!:-?!.•....:-,. i.',.-.7.1--":?•f.7.-: • 7.,----;--2--:•:•'"•'_•:.-:_• . ••-•--- i• .Grantor.re serves the:r ight:.to-.use: land- __. : PurPose.::::::.;„.- (1.,_1t-...;,..,';17/ : ''. .'''..7'''.:::_•••17 ":.,Y;.;;;....----7,..1,.••:_::::,_*''.F,' ---r-:-..----*:ii--n any vay,.'and•to grant.iighti.71n-•"iaid'finclitir othe. ri',.7...i.bee.f..incons... isren.e....`1. ith..r:',-.•.:,,....:.,,...... 7....,,...,.,.,.....,,,..57.„.,...45 .:... ....1:....-.,.....-7,..;:r_:.-__.---........-:',-.E:..,:.1-..., ''- • . , ., , ... .., .. . ;2-r-*-*-::-......-.. •..• ..the right he rein•granted to Grantee;;and...Crantee-hereby:assumes.:-mll rlsa of...:.,,.,,..L....,...,..........iit. . 7::....c....,,.,,._.,r_.,.:.........:7......L , .'-.. ......• ":•:":-----'•loss- or damage, including damage or;,in!,.irj...:to persons..'or:-...to.property.,„. . .,..-......,. r.-.. ... ..,.:5....,....L„:„... .......,. .‘,... ....,i:......:......_,_.,:.; '.7::r -t.-••;:--.,*--7•;:" •C antor 1 s.Use of iiidraand--r'ancr any.of:its:.•••-_-.......,:;,-...-_.7„,.--. • -2„.....-...-...__.-.._z-.:-.......!,.-_,-•:,-*-1.`....:;':..e.-• --••••- -•'••-• • .• be suffered r by Grantee. resulting from...„....r. : ...... c_ ..s..„. . ‘...,- --,....,,-:-..,.--;,..-4,:,----, • _.--2.., -- . ..--:,...._,„ . .. ... . eqn ip., n t••thereon,•::whether.:said.:damager:or.;injuryb.e..duet ,..._thi---.Ibeg_ligenc ?vi',...,...,.,-. 1.,,,,.........7.:„.._..7-.--.......„.1-1....•",.-..,..1.,.„,.,. --.. :-;.:::... ..F..,:b.......4...r...,_±..,... ,. -• -,• . ,...:„-4......-_,..,-7,L-11.4,..42...,,,,,,.v... ....F-.. , 1"-M21.,....r r-,....li-7,-.-•,v.-7:::r; :,...•-.E-.--_,;:,-.."‘.:,--:••7•xf-srs?=_:,_"•:•-•• ••'--rw-7':•: -:f 7...*"%7 Grantor,'...':its-.servants or agents;-_oF7,43,. .m:• ••. .. 7-,- ::7.-•?1•.•:71_,,.._ " ----•••'-'. .), ..7 „,-. .., .,:......;...2.7,..._.,r,-....:,-,5:•_•-•• _....;. .-1-..,i,...,..,--...":4, ....,.. :- ,,_:.:- •.7.---1,,..-_:-...•,...,'-7.1-.-•••,_:-..-E•••• :?-'t'..„,,? -xr.... .. ;:•:%:-.1,-.:.:-- --......---7,7•.---::- . --.::'-__;•;:'7-;5:--••• ••':-':•-;•;*2*-:-:-•-•.'..-',....'-:;q4• . i•-::.-;-;- ',;- "-i... -:-- --?;',:fii:-)Z:. .1"....7:-:-;...-"::-t-,7:-:::;••"i-::-.,.:--;••7.1':;;••••"'...-.'7.:•;•;.r.'.".•,......1:4--;.:''....'''''Illefciirshrs..•hereby--graa"i-ed...:,,shall...7.con-*i_ince.;and.be",-,.i.n:..fnr.te. 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Of VIII:.;18ettil• /111.• (,,Av(yo.m.i,(.(11111.,(1.1.(........,....... RECORD OF SURVEY Al(GRCAPIS CIR:IIICAII ......_., • 4) ....l..:.:........":::::.:...............-.... - . 8.0.A.C. -M..•111.•,11.1••• ••...•••........ .21 . • . ..—..-.----.-.......—...-- r.::;•.—.----.-------. ................-I+6.1,..•• . . . . . • . • • ..• , . . , . . . •' .:i:•;.: . -: • • . . . . ::;.\.....Cf..M.-1"..'j)l''"RP.• • ••• • • •'.i.•:11 • • .1. . .. • .... .• . . 1. • ..1 • i• • . v. . • • . k .... . . • rA • . 1 1 ' . I . . . .. . , . . . , - , . . • HE tErif•be i Of:6 DA1 . . ,........ 1 ' AM'I bA vrr or coma:cr I+IN OF SNRVEY °-."07721 404 27 B TO: K nt: Count,/ Iti•vi 1 ril i nlin 01,41,7,41H egs RECD F '3-'.11:1 1 . rgISHISL ire:r4,5,,00 BY 1 HE im... ..!.OF , . r.- srxrr. or WASHINGTON 1 RECORDS&i:: ) :::.: KING COUN i Y oz YT COUNTY Ur KING ) ' 0 • . 1-4 • , -....\09-4ta_ : 0(..,,c._-.- Iwin:4 ru -st duty Nwilru r- C.70 un (.3 Ili, dt,piiSCS ;1111.1 :41ys: . SAC: 5mir. • THAT .Irrt-is a vt-g i:-:ti•rcal I a sail siirvify..1.; T WI' Ili: wade a nUl vify .ii land MI i vii N Ji-:.-y waz- r.,:nrillrd nu tii. S clay of NADoa..c....-k 'BB • i Ft v,.,Limy. t' .,r Surveys•at -• • • • • . . ., page; 7-259 Reenr lin:: Number •81,,3a2a.au2c-1 Rvcords " . . . . , • or F.in% C:ounry, Records & 1:11-,-1.i1111, ii,nartiiicnt. Sc;.trl i.. • . . ' Wa,li;mg r.in. THAV du-cc hi-i n•,.', ziii t•yrt,i•, thi• ;IF i..alit .1 if i virees tl.c ioll.i,vitw, cilatr.t..:t. nil said Ntir-..-y: , I,est r:.. .. 1-L Cr-r3 012 1 , . . L‘c-4 C..-- j23E_-car7-1,1.(1 -15 A(„: S 2. 27 ‘ni c...NI.. r-t- ..r. /••:- 1 ' ,..:: Dia a.,......).....,k , . . 1 i — • • , ' ,‘E. PAnc • . , ,..', AO' ) • , ..., :1.-•., ,' r- 1 , 7. ..: .• /.,,,,<- ....-__ 4-,. .,-,-•./.'---.5 /- 1 1 • • '.1." .1- C.5.--C-6. t - . 1:1-,:z- I-utti Sitt•vvym- i Surveyor Scat .i•,-r. Nii_ I o I 9 • 1 SUASCiti BED AND St--IIIis: to bel";•:••• ni, ibis . . . , . ay 4i1. n ' i I ,(----,.../\.........., ----13.-1•-J _, ./ .••_ :•.. ...• c ,... ..: Nu ta cy Pub 1 ic in and cur 111.• S t.i t.• 1.I • ...... WaNhingtun, r-siding at ...:-.......,V.Y.:- i": : '.''',,:•-:.:AP sc:•:.— . ..: ...1.1.,i:,LL---..fr.:sal.::-:''''' %.' ••• ' . Surrey ;nal.% C.011.l.l7rt'll .11/111 a liiirm:rit ny - . 0.1..selutont • • B_T.:Ci • FORM APPROVED DY KING GOutitY I-Roil:Cu 1 INC ;.TIuutiEYS OFF ICE . . if.Tiktii 10 R..."....;.4 311. • • 1 • '---—------------- -. ' • • Saw% i L. I 1 I N.W.• i ,SEC.B,T,23 N,,R,5 E.,WM. • • KING COUNTY, WASHINGTON 11S.9S.�iirrniar ?,c �(f lcr.)l,:: ...1 I I l • '4. ! 1 / x, " • 14.�_Jv--.'' • DLlt::P,V w;2 1 I ur moor' is eui ciao.- 1 ) � • �adY I �v.• �-.. j I"..). . . j) • `.,' 3\\\\JJ ru J• i17 1 . :\\A >/•.( \Q, AGc.. 11Si1 LOnrQ •.r^'.`•. M1 SCAT "�/ l�r _ BtNTOIJ PANT PU6e7 PowcQ � ^.y„Y:_ r,. ;:.:.",+.%•y: I,::7 'I Al.r ..'�. .r.l:\V '. .�, ...I.w. .i•K M .i.. r.M v 111111.r.•17 �, • t" atdu .a a .. •(•7 C(.MV., I 1.1.I/.'� Pt17 �\ .,�' „New pea4rg7Y •\% .r v.•..w a 0 C aA 67 OOLJNCIG4Y ..aeu.•ra taut . • \ rtnlo.M/l 7.7Jcw,rx.rlV la.r ,...a 1 ..._......... ac '�. • 1 .&QP41 LCA l,O 71 eon.I ,i .t.'�L.: .... :L.""11$1.7.7.. • • lP. 1./..o a.Pc(4da•J.G WO 't !4 _.(���n�1 M,IMP ciao w 01i1w r�•`1.w w�:...... ..aanwr k rd ... •u:..1a1:::.•/ .col r... .. c t CITY OF RENTON • trIHDP)1] lhrJr. Dr""N d .4rrrrh(rr. !"f. wev[Toei c["•.r.'.'.,.. . ADJUSTMENT .�^� r".rr e. •.YN tat ... SOT LINE r . .. I ..r.....o. N0. 004-88 r r..w. . 94111,41'.... •_,.r.Mm.. .. /.wssu�•. ,Jn(1oo_ 9 •.........__..... . ....... .__.,._ THE BOEING COMPAI•IY _---- ,r:__.—:—"— tit' . • l .v r ---- -.. • .. ..>,i,k14:1 N•W.A' ....pia Ja 1..J%•%1':..eii7.kcJ{.i.iDil!'ai..:r�,.L.:n•............. ,.1�..,;..1 .• ' •4..1' N.W. A ,SEC.6,T.23N.,R.5E•,W.M• �'• 1 KING COUNTY. WASHINGTON i - .`ZBCR 3Cf1C,Un • 1 :w: L':I 6 ,/3':a 1 ':1..:1'''ll:al•'1',•Lr. ,.11'', 1:'.... f'I...!tl II,IJ'.1 ..U. - - Uiu......... m•• ',.1 NNu•1.W...1•.•Iml...•b,'� ... n�.. NL ni l�l•ii':la GO1;:iii:(il,, 1, I. • • I:lilIlNO..1111 1111 N 41 14 4411 N 11.114 1•N.1N N 111.YI 1..r 11.611641. l' • IU�114 11. / • NII..I.II N"...IYI 4r r.N.N 16.1......... W 11..Y1r.r11. • !///}��,'••� 1 1�.1 1 Ir1r 1I 4-.,.1MI'NI • _ � .N w. fw'N.11�11r111M IN111061 "nano.•N.Nrrwl 1111 YIN ANC_.II .I Iwrl Ir.l 111NI f1• I W1N Ir...l • i tr EZ 1 w.I.Y.11 N1..1Y1 `��•'•' M.Y 1111.i1� GIII 1 /, tar..N W.w..N 111.U••I N,{....�-.II�• . 11. . N L•IIJQ.MI..1 r.111 rt..11..1'1 • I...11. 1111'1•1 11r yr lV.r! ..1.1,I., ,'..,i."w �GT.W.� rQ/J) n [fi•. 1r1L�{t IrN•1 ,l .•I l.111.IIr(4...lllr. S]./1`u�L,_jy ." J I II,IW4 N 1w M:1 .IM ..rl .N 41 II.WW1 1.I1.lt1r� 11.11•..1111N 1111 N•IN 11.Ir.Y1.1 1.11IN.•1 1.III t.�.Y,•IIN. ' 111 I,K,, I.4 Is II.1.N NIr111t 1 1 r 1 1I •.��a 111 III, IN 111 .1 41 4N1 144111 YNIYN• III 1111 1.11 .YY IIIw1.N 1. 1.1.1.14 11 rr1 NNII 111.41 ell11N 1�1.•11 .1.11�r I.111w..I11.NN M NI Ilt rIN.• bwl M W.T_N 1111(t YI a . . . %1• w1.r..N W1 IN 4.1 4..1...1..N.1.I...N NN 1..1.14.. l//1 �yAy��--►- 111N. 11'c11-Yr.�---� NII''r1 Ham_"�I • py1i1,.. F II • t�� Mlul111..!.O��L16�• 1 I411111 I.fib -• 1: Iw1.lr•r..hosS I.tI W' r.....4,1111 ��lhrtin Urn+Ir 6 .ltlxlulr,!fir sunvtton's ctnnrlult :;I' • CITY OF RENTON n conVt+'-trnt ,c8Tcr'_^— II`` c«w11.� t.rl _ LOT LINE ADJUSTMENT . N.... ..1.�.110. • NO. 004-88 1 r•11 .111.4 «.1• •_'t':IZ• .1• !flat/.!!!t. .J.lL � ""A��,� "' - T11E BOEING COMPANY __ ., ... DIP_4.... 1'•NL.L..IL FL. -L. GI•�••-Y••7v 6c ". '+ `_ • 'v!'. .. tu'71y.T;C.:. "7•1 .. ...gym-;�•r•�... .. .. .. Y �• .1 :r.+1•LLi�•{21f,i+ Y.:.... I:31i'I• 1Y�'13.1 11: I... , I v 1 • � '- 94,07/26 00401 9 • FIRE PAIN EASEIQ NT RECD F 3.COS .00 i CPSH`SL Z? �qpi This indenture made thin • day of ' • .lam between PUGET SOUND POWER k LIGHT COMPANY. Wa ngton . corporation ("Grantor" herein), and CITY OF RENTON, a Municipal • . corporation ("Grantee" Herein)' WITNESSETH: That in consideration of Ten Dollars (S10.00) 10.00)oandhicheisgood • and valuable consideration, in hand paid�r�t� of the covenants h._•reby acknowledged, and performance by hereinafter set forth,.Grantor hereby 'grants unto Grantee an tic easement for the purpose of mainteaa:.:e, testing and inspeC appurtenances ("Facility„ he fop; .n i of a fire main with the Lecessary aP_ situated in King G - across and under the following property. �sV - Washington: 2& 4S !7 8Yt( S&��Er See legal description attached as Exhibit "A" J .. - RED CO-' • deu 1. Said Facility is an underground pipe; it shall consi Ceof single line of pipe not over 10 inches inside diameter, 3 fire .•.. hydrants and other appurtenances thereto. . 6 • '� 2. Grantee agrees to save and hold Grantor harmleGzsan2ee all loss or damage which may be due to the exercise by 0 of the right herein granted and from all claimsfor such damage . by whomsoever made and to indemnify Grantor for all such loss, . damage and claims, except damage caused by Grantor. 3. Grantor reserves the right to use said land for its own r purposes in any way and to. grant rights in said land to others, not inconsistent with the right herein grac=ed to Grantee, subject to the following: r ' A. No storage or buildings are allowed within the area • described in Exhibit "a"; B. no power lines can be buried parallel to and within five (5) feet of the centerline of the Facility; and t. any other ut____- at 1 f. parallel to and within five (5) feet of the centerline of said Facility that • . are damaged during Grantee's routine naintenanc, testinged t and inspection of said .acili_ shall be reps --• replaced at the Grantor's ex-.ense_ slamtor ossagr"es to or mage - save and hold Grantee harmless from as.a result of `! to said other utilities which may occur testing. = Grantee performing such routine maintenance, � � Prior to any digging 4. ,- t . and inspection of said Facility. L' performed by Grantee within the area dete tribewith ihinit ES 'A", Grantee shall notify and coos with those Grantorof Grantor iv1 w the .coordination of its act protection to each party's to minimize conflicts, insure facilities, prevent hazardous conditio1' , or minimize • interruption of Grantor's operations_ q_ The right hereby granted shall cease and terminate whenever Grantee shall have permanently abandoned the use of said Facility .. 5. Grantee, its successors or 'assigns, shall have the right, ".t upon a minima n o1 one (I) business days prior notice, at such times as may be necessary to enter upon said above g-and property for the purpose of routine maintenance, inspection o: said Facility, provided, that such maintenance, !nspection of said Facility shall be accomplished in testing private improvement. such a sense: that dist�.rbance to the existing -. and private property shall be minimized. Notwithstanding the foregoing, in the event of any er^ergency • may immediate arcess to the Facility by the Grantee, Grantee \�- . mayytake such action upon such notice to Grantor as is reasonable under the circustances_ A j-��/ FIRS MAI27 SA3EI�NT� LIGHT C.O:IFA2fY, Grantor . PUGET SDI POWER CITY OP RHNTON Grantee In the event saidimp rovements or property are disturbed, they d a condition as they were immediately will ue replacedd in wasentered upon by the Gan tee.before the property • . '. t to relocate said Facility, 6. Grantor reserves the righn conforms t the Grantee's Fire Protection - •• and Utilities said relartment requirements- and Department to Grantor's it access ins a portion, 7. • fl Granteero shall not timebloc, of rwhch said Facility remaining property at any tom' or interrupt Grantor's business. running with the land on the successors, heirs, and assigns o1 both • c B. This easement shall be a covenant run and shall be binding parties hereto. PUGET SOUND POWER k LIGHT COMPANY C O Accepted 't`y: • . CITY OF RENT ON O aw/ BY: �}pnIJ4n� `n BY:•tay Director Heal Bstate • Its , or • Attest: P }J w 4 'r City Clerk • n ': - '��L1' ---: = r . air • STATE E OF WASHINGTON 1 COUNTY OF ) 7fm g- Arthur . • r f+t �(-O-a- 1983 .before me.the tinders( QpwF�a I1f;1iT COMPANY.11►e �� day of sc c�' ant to be the free and On�a I)+_rector Heal Estate of p1)C,-ET SOUND .(otun�" t t me a:i-_qknown to be the in>��-and sdmawled 4 the i on then stated t that he is authorized`° • �: �-e of said carp the foregoing th8 rein mentioned p • • to and domed of said torporaHt>�for the and purposes ■s execute the said tnatntment first above written. E official seal hereto affixed the day and year \Y_TINFSS my hand and ` �` ((( � --� Notary Pube for the State of kl -s::•_: WashinEma rid at .y • • . s • • • • • • EEHIBIT "A" • A strip of land 15 feet in width having 7.5 feet of such width • on each side of the following described centerline: • Commencing at the Meander corner on the North line of the North- west quarter of Section 3, Township 23 North Range 5 Bast, 1.M., in the City of Renton, Zing County, lashington; thence North 88'50'12" Nest along an extension of said North line of said Northwest quarter of Section 8, a distance of 813.99 feet to the True Point of Beginning; thence South 43'08.08" East, a distance of 10_22 feet to a point hereinafter designated Point "A"; thence continuing South 43.08'08" East a distance of 219.33 feet to a point hereinafter designated Paint"B"; thence continuing South 43'08.08" East, a distance of 39.64 feet; thence South 20'38'l0- Bast,' a distance of 252.80 feet; thence South 43'08'08" East a distance of 52.63 feet to a point hereinafter designated Point "C"; thence continuing South 43'08'O8" East, a distance of 257.56 feet to the terminus of • the centerline. LESS that portion of said described easement O lying within the 100 foot right of way of the Burlington Northern '4 Railroad. is • t TOGETHER WITH a strip of land 15 feet in width having 7.5 feet CD o: such width on each side of the following described centerline: Beginning at Point "A" as mentioned in the above description; thence South 46'51'52" Vest, a distance of 17.25 feet co the terminus of the centerline. AND TOGETHER 11TH a strip of land 15 feet in width having 7.. feet of such width on each side of the following described centerline: Beginning at Point "B" as mentioned in the above desc=lpt:,n; thence South 46°51'52" Vest, a distance of 39.84 feet to the _ermiaus of the centerline. AND TOGETHER WITH i strip of land 15 feet in widtn having 7.5 feet of such width on each sire of the following described centerline: Beginning at Point "C" as mentioned in the above • description; thence South 46'51'52- zest, a distance of 363.90 • feet, thence South 45'08'08" East, a distance of 18.52 feet to the terminus of the centerline_ • • • • • 1111 .0 (-. AI t: t i t� I � 1 First American Tit Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800, Seattle, WA 98121 Phone: (206) 728-0400 or (800) 826-7718 TO: PUGET WESTERN INC. ORDER NO. 377186-5K 19515 NORTHCREEK PKWY, #310 REF: NONE34821JMCI BOTHELL, WA 98011 • ATTN: GUST M. ERIKSON Commitment For Title Insurance u,N-o O :�:'�s�°? �,` WV'd'OF h;Ecai c� iljrISSUED BYE . ° rr 2 7 1,a19 First American Title Insurance Company = " ' Agreement to Issue Policy FIRST AMERICAN TITLE INSURANCE COMPANY, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of premiums and charges therefor, all subject to the provisions of Schedule A and B to the Conditions and Stipulations hereof. i (This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of 'the issuance of this Commitment or by subsequent indorsement: 'This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. ; IN WITNESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By-laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." • .01%.E it/*Z‘14% First American Title Insurance Company ;� . - I • �, BY 434PRESIDENT , ; SEPTEMBER 24, ' iS"o8 a BY 721 1(^ , ASSISTANT SECRETARY + C.�(� ��t Page 1 12/;:3 41999' 10:14 FAX 206 448 6' tTNIT 5 U002 • SUPPLEMENTAL NO. 2 OF FOURTH REPORT Am t nib • 40. First American Title Insurance Company REGIONAL COMUNRC_IAL DIVISION 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WASHINGTON 98121-9977 COMMERCIAL TITLE OFFICERR? LMIAN�CENLECOOPER PHONE: (206) 728-7229 COMMERCIAL TITLE OFFICE R: COMMERCIAL TITLE OFFI SHARON CROASDILL PHONE: (206) 728-7227 FAX NO. ; (206) 448-6248 SUPPLEMENTAL REPORT OUR ORDER NO. 377186 YOUR LOAN/ESCROW NO. 34821JMCI SOUTHPORT, LLC THE FOLLOWING INFORMATION AFFECTS INN REPRESENTTO THE PROPERTY COVERED BY OUR REPORT, BUT IS NOT COMPLETE REPORT TO. DATE: A. TITLE IS NOW VESTED IN: SOUTHPORT LLC, A WASHINGTON LIMITED LIABILITY COMPANY B . THE FOLLOWING PARAGRAPH(S) 36 HAS BEEN ADDED TO OUR REPORT: 36 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SOUTHPORT, LLC TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION_ BENEFICIARY: PUGET WESTERN, INC. AMOUNT: . $5,352,000.00 DATED: NOVEMBER 19, 1999 RECORDED: NOVEMBER 19., 1999 RECORDING NO. : 19991119001406 C. PARAGRAPH NO(S) . 28 HAS BEEN AMENDED TO INCLUDE THE FOLLOWING: 28 . . ASSIGNMENT OF RIGHTLC OF RECORDED REFUSAL Ui�7DER NOEN PUGET 19991119p07.4p7, INC. AND SOUTHPORT, L (CONTINUED) 121&3;1999' 10:14 FAX 206 448. 6 UNIT 5 fj003 SUPPLEMENTAL NO. 2 OF FOURTH REPORT CONT. ORDER NO. 377186 - DATED: DECEMBER 10, 1999 AT 8 :00 A.M. TITLE OFFICER • First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800 Seattle, Washington 98121 (206) 728-0400 / Fax (206) 448-6248 Toll Free 1-800-826-7718 Order No. 377186-5K REF: NONE34821JMCI COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE: (206) 728-7229 COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE: (206) 615-3257 COMMERCIAL TITLE OFFICER: ROB RANCOURT PHONE: (206) 728-7234 FAX NO. : (206) 448-6248 FOURTH REPORT SCHEDULE A 1. Effective date: OCTOBER 25, 1999 at 7:30 A.M. 2 . Owners proposed insured: MICHAEL CHRIST ONE, LLC, A WASHINGTON LIMITED LIABILITY COMPANY 3 . Policy/policies to be issued: Amount Premium Tax EXTENDED OWNER' S COVERAGE TO FOLLOW 4 . A fee simple interest in the land described in this commitment is vested, at the Commitment date in: PUGETWESTERN, INC. , A WASHINGTON CORPORATION 5 . The land referred to in this commitment is described in Schedule A-2 . 6 . ABBREVIATED LEGAL DESCRIPTION: Section 8, Township 23N, Range 5E, NW Quarter. 7 . Tax Account No(s) . : 082305-9055-05 Page 2 A SCHEDULE A2 Order No. 377186-5K DESCRIPTION: PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA 98-176, RECORDED IN KING COUNTY, WASHINGTON UNDER RECORDING NO. 9902019014 . SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Page 3 ' I j SCHEDULE B - SECTION 1 Requirements The following requirements must be met: : 1. Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. . 2. Proper instrument(s) creating the estate or interest to be insured must be executed and . duly filed for record. , Conditions and Stipulations 1. The term "mortgage", when used herein, shall include deed of trust, trust deed, or other security instrument. 2. • If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate, interest or mortgage thereon covered by this Commitment other than those shown in schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is i prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual . knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall . not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured , and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with .the requirements hereof, or (b) to eliminate exceptions shown in i Schedule 8, or' (c) to acquire or create the estate of interest or mortgage thereon covered . by this Commitment. In no event shall such liability exceed the amount.stated in Schedule A for the policy or policies committed for and such Liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby . incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate, interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and . Conditions and Stipulations of this Commitment. . NOTE: Effective January 1, 1997, and pursuant to amendment of Washington State . statutes relating to standardization of recorded documents, the following format and content requirements must be let_ Failure to comply may result in rejection of the document by the recorder_ FORMAT: Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. • Font,size of 8 points or larger and paper size of no more than 8 1/2" by 14". No attachments on pages such as stapled or taped notary seals; pressure seals must be smudged. • INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: Title or titles of document. If assignment or reconveyance reference to Auditor's File Number of subject deed of trust. Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. . Abbreviated legal description (lot, block, plat name or section, township, range and quarter section of quarter section for unplatted). Assessor's Tax Parcel Number(s)_ • Return address, which may appear in the upper left hand 3" top Margin. Page 4 • y & SCHEDULE B - SECTION 2 General Exceptions. The, policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records . B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easements or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records . E. (a) Unpatented mining claims; (b) Reservations or exceptions in patents or in acts authorizing the issuance thereof; (c) Water rights, claims or title to water, whether or not the matters excepted under (a) , (b) , or (c) are shown by the public records; (d) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records . G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured • acquires of record for value the estate, interest or mortgages thereon covered by this commitment. Page 5 j a it SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS Order No. 377186-5K 1. LIEN OF ANY REAL ESTATE EXCISE SALES TAX UPON ANY SALE OF SAID PROPERTY IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF RENTON IS 1.78% ACCORDING TO THE LATEST PUBLIC NOTICE ISSUED BY THE KING COUNTY RECORDS SECTION. LEVY CODE: 2100 2 . GENERAL TAXES ON OPERATING PROPERTY OF PUGET SOUND ENERGY: YEAR: 1999 REAL PROPERTY TAX ACCOUNT NO. : 082305-9055-05 (INCLUDES OTHER PROPERTY) 3 . DELETED. 4 . LIABILITY, IF ANY, FOR GENERAL TAXES ON OPERATING PROPERTY OF PUGET SOUND POWER & LIGHT COMPANY NOT BEING CARRIED ON THE GENERAL TAX ROLLS. 5 . DELETED. 6 . UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENTS ON PERSONAL PROPERTY AND RIGHTS. OF TENANTS AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 7 . DELETED. 8 . DELETED. 9. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: PUGET SOUND POWER & LIGHT COMPANY, A CORPORATION AND: PACIFIC COAST R. R. CO. , A CORPORATION DATED: OCTOBER 9, 1941 RECORDED: NOVEMBER 18, 1941 RECORDING NO. : 3204562 PURPOSE: A SPUR TRACK (CONTINUED) Page 6 . 4 Order No. 377186-5K 10 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION AND: NORTHERN PACIFIC RAILWAY COMPANY, A WISCONSIN CORPORATION AND THE PACIFIC COAST R. R. CO. , A WASHINGTON CORPORATION DATED: NOVEMBER 9, 1943 RECORDED: DECEMBER 2, 1943 RECORDING NO. : 3352228 PURPOSE: RAILROAD TRACKS 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION AND: NORTHERN PACIFIC RAILWAY COMPANY, A CORPORATION DATED: NOVEMBER 9, 1943 RECORDED: DECEMBER 2, 1943 RECORDING NO. : 3352229 PURPOSE: A RAILROAD TRACK 12 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: MARCH 14, 1968 RECORDING NO. : 6317510 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: RIGHT OF WAY FOR ROADWAY AND RELATED UTILITY PURPOSES AFFECTS: REFER TO SAID INSTRUMENT FOR EXACT LOCATION 13 . DELETED. 14 . DELETED. 15 . DELETED. 16. DELETED. 17 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: JULY 26, 1984 RECORDING NO. : 8407260401 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: MAINTENANCE, TESTING AND INSPECTION OF A FIRE MAIN WITH THE NECESSARY APPURTENANCES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION (CONTINUED) Page 7 a Order No. 377186-5K K 18 . DELETED. 19 . RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH MAY LIE BELOW THE LINE OF ORDINARY HIGH WATER OF LAKE •WASHINGTON. 20 . RIGHT OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES, INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER. RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS, OR ADJOINING UPLANDS AND. WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. (AFFECTS ALL OF THE PREMISES SUBJECT TO SUCH SUBMERGENCE) . 21. DELETED. 22,. DELETED. 23 . MATTERS OF EXTENDED OWNER/PURCHASER COVERAGE WHICH ARE DEPENDENT UPON AN INSPECTION AND AN ALTA SURVEY OF THE PROPERTY FOR DETERMINATION OF INSURABILITY. PLEASE SUBMIT A COPY OF THE ALTA SURVEY AT YOUR EARLIEST CONVENIENCE FOR REVIEW. OUR INSPECTION WILL BE HELD PENDING OUR REVIEW OF THE ALTA SURVEY AND THE RESULTS OF SAID INSPECTION WILL BE FURNISHED BY SUPPLEMENTAL REPORT. 24 . TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN LOT LINE ADJUSTMENT: NO. : LUA 98-176 ' RECORDED: FEBRUARY 1, 1999 RECORDING NO. : 9902019014 25 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUAR 6, 1999 ' RECORDING NO. : 990226 78 IN FAVOR OF: PUGET SO ENERGY, 'INC. FOR: GAS AND ELECTRIC LINES AFFECTS: AN EASTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED (CONTINUED) Page 8 Order No. 377186-5K 26,. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: • FEBRUARY 26, 1999 RECORDING NO. : 9902264178 IN FAVOR OF: PUGET SOUND ENERGY, INC.. FOR: INGRESS, EGRESS AND MAINTENANCE AFFECTS: AN EASTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED 27 . DELETED. 28 . RIGHT OF FIRST REFUSAL AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: PUGET SOUND ENERGY, A WASHINGTON CORPORATION AND: PUGET WESTERN, INC. , A WASHINGTON CORPORATION RECORDED: FEBRUARY 26, 1999 RECORDING NO. : 9902264179 291. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUARY 1, 1999 RECORDING NO. : 9902019014 FOR: INGRESS, EGRESS AND UTILITIES AFFECTS: PORTION OF PROPERTY DESCRIBED 30 . COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR EXCEPTIONS CONTAINED IN INSTRUMENT; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604 (C) : RECORDED: FEBRUARY , 1999 RECORDING NO. (S) : 990226 177 31 . QUESTION OF LIEN RIGHTS DUE TO RECENT WORK ON PROPERTY. 32 . ALTA SURVEY DONE BY DUANE HARTMAN & ASSOCIATES, INC. DATED JANUARY 26, 1999 UNDER JOB NO. 336.00 INCLUDES ADDITIONAL PROPERTY..' WE NEED AN ALTA SURVEY FOR JUST THE PROPERTY DESCRIBED IN THIS COMMITMENT TO SHOW, AMONG OTHER THINGS, THE RELATION OF THE PROPERTY DESCRIBED TO ADJOINING PROPERTIES. 33 . RIGHTS RELATING TO NUMEROUS UTILITY LINES AND RAILROAD TRACKS CROSSING THE SOUTHERLY LINE OF SAID PROPERTY AS DISCLOSED. BY ALTA SURVEY DONE BY DUANE HARTMAN & ASSOCIATES, INC. ON JANUARY 26, 1999 UNDER JOB NO. 336 . (CONTINUED) Page 9 Order No. 377186-5K 34 . MECHANICS LIEN. CLAIMANT: 410 QUARRY, INC. AGAINST: OLYMPUS ENVIRONMENTAL AMOUNT: $7,206.20 FOR: LABOR AND/OR MATERIALS AND/OR EQUIPMENT DATE WORK COMMENCED: MAY 17, 1999 DATE WORK CEASED: MAY 20, 1999 RECORDED: AUGUST 18, 1999 RECORDING NO. : 19990818001575 Special Notes: NOTE A: EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST THE NAME(S) OF MICHAEL CHRIST ONE, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, THE PROPOSED INSURED(S) , ACCORDING TO THE APPLICATION FOR TITLE INSURANCE. NOTES: A. A fee will be charged upon the cancellation of this commitment pursuant to the Washington State Insurance I Code and the filed Rate Schedule of the Company. B. An abbreviated legal description is required by the County Auditor if the full legal description IS NOT contained on the first page of all documents to be recorded. cc: FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL DIVISION 2101 FOURTH AVENUE, FLOOR 7 SEATTLE, WA 98121 ATTN; MELISSA WOLFE CC: MICHAEL CHRIST ONE 10843 NE 10TH STREET SUITE 200 BELLEVUE, WA 98004 ATTN: MICHAEL P. CHRIST CC: PERKINS COIE ONE BELLEVUE CENTER 411 108TH AVENUE NE, #1800 BELLEVUE, WA 98004 ATTN: R. GERALD LUTZ CC: APPEL & GLUECK, P.C. 1218 THIRD AVENUE, 25TH FLOOR SEATTLE, WA 98101 ATTN: WILLIAM APPEL Page 10 . a _ . - 1-.'• - - - . - . - - Ma - - ....-a-- . • .-• FILED FOR RECORD AT THE REQUEST OF: Puget Wedeln,Inc. 19515 North Cnrek Parkway,Sake 310 Bothell,WA 911011-02110 . ' um MaRY-3161BAg1lbel2 Omni=Paget Sewed!am,lac. ClaoleeMX hum Wakes.lec . VW libi-15 . Abbrerimed Lqpik S .01.,Top.23 ltit 05 Mt Filli UPI DaallAks 011 Plc*I S11101-6 Ammon Tax Parcel MIAOW OSI305•9DS3.032205-917S,012305-9191 • Grantor.PragetSound Enemy,lac.,a Washington conontion(fomsaly Puget Sound Polar&Light Cannon),ix sod is coosideradoe of too soiloo($lom)dollars and other good and vainabie consideration,is hand paid,conveys mod,ens to PUGET WESTERN,INC.,A WASHINO'TON CORPORATION,("(lantee)the*Cawing described teal ante Aria in the County of Mag.Stste of Washingtou; Parcel B crfOty of Renton Lot Line Madmen number LUA 91-176,molded in King County, Washingtoo under Reoonfres?rumba 9902019014. ..4 01 SUBJECT TO:Emmet&reellicliCial,TCICIVIlleal,covenants and di '. CO Oran"on Wulf of Ned(its socoessom sod amigos,hemby cowman not to dandy or indite:411y, in any form or in say manna,oppose,voted,Walk prevern,of otherwise impair thelefeent exacise of . gsoy right gaoled benooder,Width(but not occesewily limited so,Qua right to upgrade or a) construct addidomi dairies&Within on Orantoes edjoining elocalad palmation ownership rite Substatienj or within the easemad as bar:fides Grader affecting the Property henin so long as it does not chime thwdedi acceedegreee Reg will be retuned to the original date sitar consauction.Without limiting the geniality of the feet:going,thine;on behalf of itseK its muccanoss sod assigns.hereby covenants not to padicipate,directly or laically,in say appeal of the issuance of say governmental appeoval or asviromnasisi doommedssecessmy hr or aided to all or dry pert alba Substation. Grantor may,is its sole rfiscatian.lea specific performance of this comsat(including without limitation in hisectioe)spinet Gnaw,zed Ganges successors and isilps,In tiny taut with juriedictios.Grantor and Dana"Weed said commit to sin with the lad,so bind sll successors and amigos of Ounce,aid inure to the Want of all(hantoes successon aid aligns. Dated 2-12-1-I9 9 ,1999. .P i By: A .4...2.40, BE Director . - ° Facilities 3 r 10 z STATE OF WASHINGTON ) ) Ig- a COUNTY OF/406 ) 1-.. vgikday of%owl . , '...." ,....4 16 be or fore e,the undwip.d.pesiondly wand , 1 ' . _L tome boom to be the Director-Capons,Facilities,of PUGET SOUND ! 3 ti ,;1 A 6 mi ' .f.t :dot exemded the laving insumnast,awl scksowiedpd the and indrument 4 tolweif00114 ,• sot stalhodsed to tosecula the mid isstrenrast. . f ) . -,. .- -- • . 3 ! - :-; . -•..1• . Nam. :11 _. '. gis goo ;Of "1"`'411.J111 II OP _ 5 , wilding at ' 727-iA .., -.--- Slorarke loamy warmly Me/ -1- SWIM 1 ' -. _,•... : :Xti • FILED FOR RECORD AT THE REQUEST OF: "Puget Western,Inc. 19515 North Creek Parkway,Suite 310 Bothell,WA 98011-8200 STATUTORY WARRANTY DEED Grantors:Puget Sound Energy,Inc. ��A Grantcc(s):Puget Western.Inc. "N" Abbreviated Legal:Scc.08.Twp.23 N.,R 05 EWM Full Legal Description on pagc(s):1 'i fl t i/(i-S Assessor's Tax Parcel Number(s):082305-9055,082305-9178,082305-9191 O " Grantor,Puget Sound Energy,Inc.,a Washington corporation(formerly Puget Sound Power&Light Company),for and in consideration of tcn no/100($10.00)dollars and other good and valuable consideration,in hand paid,conveys and warrants to PUGET WESTERN,INC A WASHINGTON CORPORATION,("Grantee")the following described real estate situated in the County of King,State of Washington; Parcel B of City of Renton Lot Line Adjustment number LUA 98-176,recorded in King County, ;"t" Washington under Recording Number 9902019014. d' SUBJECT TO:Easements,restrictions,reservations,covenants and agreements. •- CO CV Grantee,on behalf of itself,its successors and assigns,hereby covenants not to directly or indirectly, in any form or in any manner,oppose,protest,inhibit,prevent,or otherwise impair Grantor's exercise of O any right granted hereunder,including,but not necessarily limited to,Grantor's right to upgrade or construct additional electrical facilities on Grantor's adjoining electrical substation ownership("The Substation')or within the easement area benefiting Grantor affecting the Property herein so long as it does not change Grantee's access/egress and will be returned to the original state after construction.Without limiting the generality of the foregoing,Grantee,on behalf of itself,its successors and assigns,hereby covenants not to participate,directly or indirectly,in any appeal of the issuance of any governmental approval or environmental documents necessary for or related to all or any part of The Substation. Grantor may,in its sole discretion,seek specific performance of this covenant(including without limitation an injunction)against Grantee,and Grantee's successors and assigns,in any court with jurisdiction.Grantor and Grantee intend said covenant to run with the land,to bind all successors and assigns of Grantee,and inure to the benefit of all Grantor's successors and assigns. Dated 7/ 119 9 , 1999. Puget Soun ergy,Inc. • By • Its: Director Corpo Facilities • STATE OF WASHINGTON ) ) ss. 3 COUNTY OF '-41t5 ) On this 11 rk day of Fun'( l9f before me,the undersigned,personally appeared • > i-.S, Vkall.q.t to me known to be the Director-Corporate Facilities,of PUGET SOUND 3 ENERGY,the corporation that executed the foregoing instrument,and acknowledged the said instrument to be thefret;and voluntary act authorized to execute the said instrument. z, No Publi in and the State 3 card( :� of W�rtt\ residing at ` H I_ ovt�rov Shunkton Statutory Warranty Deed IT: `' • 1 O }rl Ftr.,h 3794 02/P_6/93 .00 .00 1l1x .. ` i 11ri 9t; Mil510$44 Ittl tiI 1141. 1 s t 1f- Igi.5l1;(l1;io1:d1li54_ll plN i,ri}:2 -11'112111PV Ilxvi'"'° '1°141 1 igllix 110' i 0 4114114-Iillt.Ilii '��i �F �il� ■li g Il��j1 n�' 1144619 L�`���`4l f}�a�iai��l�+/' � }��i,G' �� iitllar11a`59 21S1 1l�1ali xira:1ai ,1j�i=1 a j• 4 4, `41i a ti11la1;i 141g �l 1i1I 1= 11 81,Y Q/.il,t�fl9}-tIid �a aL 111141� 81118101 � 1 iai,+ 9 11i j ''}-f9s la ��ii�ai � 1� i�a� 4�}�}file lit t �•=G•ii. i1111 1'i�it a 0i 0 d00111•; II �'fliiilii ltr^ 1•� �;l,3} 111114110n. !ll:111! 'irc PA! 1 1}a , 8a. j . o �� 4 1i6 tli� lit l}i1�}:ii}111x1LII111, _i1h� II}l} alpLP lii !i11 � agtilli 1 a'�l4;lt i i, ` I! 1011§ i,iji1 :ij 41,a. $l'.I % i' 411 -a E �4�fisjj�ii lx; ;tpl`� 1 'ii ilo ' 6`� 1y" a Il �4ii i a ;i=•'■ o u, 1F Y 1� l Ya 1 4 la 4 1 11 •" six - a• y- i iiiip P $ �� s� `- a is o:: six4 J' l;a"`ti :i ° 9 [�11..a1l11-IGIt j4: p j 0gi011i#1Aa �f -B;ii.11 IGg� -c*. n.Iellto61x1.}xf`2oIk- d �I 1 a �•i£;i�R`1g1.o= 0 z laii$91 a l @ Goa it• ` 1 i,i . j i xa• 1 41• `a 41 i Z1`ll,L+ al P1111t41-11 ..ii-i � ifiw iqf km, i i .811r i,j0 co .1I�Ox }��I � �I ills itliPkW . i� � 14- �1z - q !ifs}4 - o I1Cr�A •lilt, ix.% 1 i - !II as C la a in '11 .'g ig c li Ili`:i-i}I�I i eil- i~1`6j1ijsi■# n O • & v91,4 s 'dl �ait�j}1t�iIl1[ l gIIi,B�j [b� ' ~ aii 3 i 5i�i i• 1 � Faaa 51 i v f�j�'lj_;i 1 ; 2€� \ a�dA�� .=i��3�rl�•-- a. 1�!` ivrI;_ ::' k gill+ 4L 1:11111 Witillillii "Illils 4 E - rillfi . x ! s } 121 �x :■ glx}trill p I al " . R1 ,� Q 1•,� el ;. 11 IIice lx Q RCS I, a r r, 112:9-4Z 1+ ■ ��� i. ' i4 a3iiii E s 84 ;11 . I' 1j1 1.; O m g Ri ill jIt ... to = ; o o m F Q Q Lgg ERz.1 € i " < 7: , f 1 1R R f ' p m )01 i oe agit5 x§i! It i I • . 1 t F.%- 51g s • • — .. .�NORTHWEST IIa, SECTION 6, TOWNSHIP 23 NORTH, RANGE 5 EAST, WIC CITY OF ae►+ron FILE No.: 0 -9 =u— KING COUNTY, 'WASHINGTON • ■ 6 YMKI NC 1,,' llrw ,o�rl AM iff•10 nwa Ipp tp• 1pp � ' f/ / ruPl i .t'' \ SCALE N FELT Jf sad 1'•54 i • ter l� 1,/ +:.... s - _ _ „� o :` 1 : use ,.sire'. ::•:: rc . LIMO PIA ."'• r S.II.C*T rl . No rL r WWI • No ur„ ..0.0.01 V.ilvV, .y. `�.IVAN • .... 4° 4 *yi >.Iw w751ii ,,,.., ».m ardWI. .anti. ` � (..�Mr � .v•► • . \ • + ra/1 m al {`{ 40 Aar � la,UK � 4111110. 1. 64" ,.wa.a Y,, /�aj�� �� �1�—i a K �° / �/ pia+ WO. ■�■ Iwl u.t ,nmaa.ean: n„..,a nunli '' L. la'ti\ �.'`"',.,." �' nuaur„aas w Lm ut -L n.Los wk../ �f .n root,sa'"°'"ule, 7.70.4 CS C403[,IC 9JM,0001 �°�■ ,•�� nw.1 %v�;.. /♦ fir. . 7/3 011.104f. 0. Ira `01"` „� ., • /f N REVISION rim ,rN°,wLvls v�" ' m ��y • /, pUGET SOUND ENERGY a•1 wt°a O1 n Irmf 1•h {la TA 10001 ,° „o,�I.o°°i,+.°■ 'Z ,Mai• /:` a • •I-" SHUFV T0H COMPLEX I .t vile kom flar8pia �•'I ,;i� �: Y waowr.u.rwc.n n_� \I • yl►lit9 atoga 11.1101 �moos woo.sr1M . " \ , ' t.ftl'� ,,.w�.r��M YKr!w..4.�—� .4 g No Loc Rpl MC MS or Ill w tocam -'Jl,� t co1�K / `Y� I.��Jr IM +O.ArW,M NM�1-r YY70agL m6 111103,1 WS .amp04 yt,Rp m 0:11.1Ma�.- Y,7.� •R/rl.��'\ NIA• dj r l IILW w� �1.01 0.3 i° a -„ .,•;.,:v . \ .. . • • .. s • nw . r Weston.inc . INsme pub Address • 19515 Nattb Creek Parkway,Suite 310 City/State Bothell,WA 980114200 :- C FJntAnwicaN Metlxs m 1t1r(s):(a acd therein) line CQ+ ny CI' Right of First IRetimal Aptessent t� 02 I Rde,�rsNombesin),1na..estsaedsocd°rrem: row, .,b.�r.•�•.-��c,dp) rti N Q 1 1 Crraator(r):(Last name first,then first name and initials) Paget Stead EST. Grantee(:)•(Last name first,then first name and initials) Puget Western,Inc. AbireelatedLLega1Defcd0 as follows:(.e_ioNblodk&P'tarae ) _ Section 5,Township 23N,Raags 3E,SW'/• Section S.Towmbi➢23N,Snags 5E.NW'A • ►: 3 is on page 1 of locoweed sl Assessor's trowel Tee:FattdlAcestrnt r(sr 3 052305.9053,OS23034171,O 05-9191 "IL: auditor rU ur aua ojtne Z boagirg f. T p1COEDPA S 3 g . , _. . . . ---... I. -•-----• . .., we -....-- . - ., - - • - . • MI . • - .4& . 44. FILED FOR RECORD AT IHE REQUEST OF: Poget Weston,Inc- 19515 Honk Oak Parkway,Suite 310 Bothell,WA 9/411-1200 • RIGHT OF FIRST REFUSAL AGREEMENT This wow OF FIRST REFUSAL AGREEMENT(herein"Agreement')is entered into as of this by and between PUGET SOUND ENERGY,a Washington corporation(herein"Puget"),and PUGET WESTERN,INC.a Washington corporation(herein "Granne"). MEM& A_ WHEREAS,Chaerce anicipstes entering into that certain Real Estate Purchase and Sale Agreement, (herein"Side Aspeanent")dated lawny IL 1999. rzB. WHEREAS,The Agreement,is beng emend into on the condition drat Puget gnats to Grantee dm rti Find Right of Refusal to purchase the following described peed of real estate(Wein"Property") r-0 situated in,Eng County,Washiegtoo: 4 Pneele A ad C of City of Recto Lot this Moment number LUA 91-176,recorded in Eing Coomy, § Washington mon Recoofrog Number 9902019014. fttiBEEMENI In considered=oldie amennents contained herein and other good and valuable consideration,a right of fine tefusal to percher:the Propetty on the following terms: 1. The term of this Agreement shall commence oa the date of closing of this sale of the Property described in the Sale Agreement to Grantee and shall terminate on the noon of December 31,2010 or 111 the dem that the find suoxasor or asiip of teemed to Grantee's ownership of adiacent property("Grantee's , \ Initial Buyer")conveys or otherwise ceases to croa of word such adjacent property,die aliment property being: Parcel B of City of Renton Lot line Adjudment number WA 9I-176,recorded is King Cainty, Washington under Recording Number 9902019014. 2. If at any time dming the term of this Avowal.Port AA mac NW boolifido Wu to purchase the Property and lint is Purrs infest to accept such offer,Puget shall send Owns a or of such offer and notifY Grano of Puset's intent to=apt the same. Omens eall bay the dile within fifteen(15)days from dainty of such nofioe to Grantee's Wass hit provided by Greene to Net to swum-firs nen or osoi■it -1- OWN . , . 4 .. . . ) Itifi *cl)t B 1114n 1 1 l hhi!l1I1 i$ ilt!p1 I I juitlbit . ' ' . 1 . Iiiirgi • 1 qiiid41 h 1 1 i'‘'''' • . 4! ;„ y° V , Ali tliUI % it �� I � ��� Aeal Si i L' a , s .? tiI31I %iii ! q I i x• I • titlilili .nu1iipi 111Illiiii 431 i � 61...T17927066 I . . • 1 . - , vasimi,„,,,,,...i. ..ipiktdb.mg° • . . . . ., .. -.• , . 9902264179 . : . . . . . . , .., . c .i.„, • PI p • 1 It ,..N.'0'..r.:17.':',4.;.. lei 0° ; title: g ! . . • ' - 1 . ••,: a.e1)...1-'0.-."'' 8 * . Pr * i 1 • . ....,; +•.:,.1 :?4.:M? v 6 5.61 :t It9.4 \:. 1 .,- . i i 1;:.. z1 C,I7 t":3. • c2: • 0.„.... *46eA'''''.i.'6411,7c I I ..;••• • Vo..../e..:::: i I:i rt_ 5 . .1 I it, '....:"I%".g3. I RiN ail% '.. s• •1 ,t •-...;. ;;''''' t.c's.s, 1 • t ...; tilt i r 2, i • I r ........1:N.'.' .1". 1 1 t —-''-' It I ; -iiiium0 t 1r= 11 ELet ; L -; a t 6 I %II I . • .L.• :.1.1,2 . : ' ...!••4 f . .1:41 •ve j, it i . rt 1: tilli . . . . , : • !,.. • • ir ' • tly it t lap I . .,.. 1 RR 1 t ... IL it t . . • • .•ii--7 - ' N_ - . ••-ils - r . , t .. t i tit • . - : ft . 11 . \ t 8 I.1 . 1;• 111 . . . . In I I 1.1.1 I • .. t g:1 t-14 11 '7 • . a:81 .. ' . ..t . II • 1;11 . i . 1 . . l'.. . .... 1 1 . , ) • ., . . . . . • . .. . • . . . . . . • . •.........,..,..:- . .h - a ...`. ', '' : ,: 11os-1A4-.. • �. __C 1 noes and purposes ther-oin nontionvd.'a1d'aaoh,of them on oath stated that ho vas authorize to - r:^ — I. __ 1 .. d oxeout■ '• 230D3TT ( _ ' said'Snstrumon: and ;had'the`.eal off ixod.in the corpora-a naal of caid'sorporati�c �;% •'''''"""-"'" •-- In Witno.t *hereof I have hereunto set hand and affix.- , offloial seat ' ' - -cr. -•a::+i. .' ._. _ .:_ _ _ __ - "• d 3 - the day and year _. �,. .. Y flrac chore altten "'„`_t'.a• -�= N - _.....:•r-Y.k:...��... • _.1v ,_'^% (L.•J: b. Notaria:..:oa21) .... h:,'t'.:•:•-•' = Lionel Roues, • . .. -�: (ices- Y. Jul 18 1D30)' ' ;- lldca Publinfor the E a• iii, ( Y . ty to and Et at* • __ ::_-'. .: irtt,t:.-- . . of Taahington, residing at ',attic. _ .�:-:-• _ 3tato of lraohingtoot` ','f•_ ,_'i,. ... .) , _,-.- - '. •. - - .. - - '� Count• of ning.:' fr_ :.)- :-.'• _ 0n thin ;1st day of December, 1926, before me personally ap- • • _ _ • .-.i• p..orod 11• C.Ward and 11. H.ilatkino, to no lmoxn to be the creaidont and :•earetnry, rvapoottooly. of ' •".' f :!'•v='-'= "'..I raoifia Coast Railroad.Capaty,the onrporation that executed the within•ant foroCol^r,inetruwat, and • ' ' _: -_-,t'!_:''I ►aknoelodGed the 'aid instrlaon: to be the :Yee and voluntary act and dood•of acid_corporation for rho i -' ` , I'-tuna nrd pur;oaoo heroin tnntionod; and ouch'of .hem on oath toted that ho tea authorized to execute . " :------•".... cold '_natnaont and that t:t meal ■fluxed 1a the aorpotate cool of cold earporatlon. . , 4"`:; .,--" '-; In Vitn-it :Thereof, I have horounto rot ay hand.and afrimad ay official opal the day and your `^' .l i .` _ :I...t rot above rri::on. •• • • ,,'•1. . �`� (La B. 11• Notarial 3oa1)- Lillian B. Nyo �r lii :.r. &. ---"'•--:-.sir'-- -- (0:a. rx. Jan 10, 1920) Rotary Public in and for tho 3ta*,o of "!" ' + • • • Haohingn, o m at oulding, a �..a . ..- I . .•. .' .-.�+ -' Filed for r000rd at roquoat of .'• S. Stratton Jan 2, 1029 at 54 min pact 12.1'• A. IMO �1 .. ,`. _ -Lys %, _l�' Gaorgo ,\. Grant, County Auditor ��.•: 25t93Ga I Orocs A. 3inolair �"" :"rm '"'," To :ui: Claim Do•d iCi.:+: Tillioa G.Estop ot t1X :. •• ':, ;J .T "' ihia 1:11on:uro, :ado :his nineteenth day cf Soptombar• in rho your of our Lord Ono :hou^"rd Nino .,li,, I -;c '71`::::''t-Iltmdrod and Taentynicht Batman Grace A. Sinclair the party of the first part, and 7111b.G. _top and 'S•, `• _ mac; ",;1 .7: F Clara Hay;atop. hie wife, the panics of•tho a000ral parts la •i. �r+a.�c.r_--:•;.. '-_,• ,+•-.. --- - .�--.,`_..._ •,.. 1Titnaaaothi That the said party of the first part, for and in ct-saldorativn of the ate of One L- tl_ ' - ' ;''!1 7.---:77-_•-=:.No/1CO (i.00) Dollars lawful many of tho Jnitod 9tataa, to her in hand ?aid ..y the said partios of • ;�=+""'....1 ■ooand par`_, rho receipt ehoreof is horoby aoknorrlodCod, d000 by p ;,P•.1 ��__. _ �" theme r000nta zomloe, rolonoo, and forD.er ':�•�� • i quit-olnin unto the said parties of the a000nd part and to their hobo nettaaaiCrie all rir-he, title, in- . _ - .- • . taroat and ostato of maid party of the fist part in and to a111chat,cortain lot, piece or parool of aid E.._ . . _�__- : - sittnta, lying and boing in the County of Ling, State of:TaahinCten, and particularly.bounded and doscrib- c:� od as Coulon,, .to-.tits 11•:11 • • • ;he South ton (10) foot of lot !:umtHr 31x Hundred 'if ty-sovon, in :a}s View Cemotcry, formerly .' .•• � . aw,rn as the Haaonie Cemotory of Seattle, oieuatod in the City of ;eattla. ....4n So,•uthor with all and 'Jugular the tonosrnt., horoditamonta and appuwtananooa thor-ruanto bolonCinr, : A. or in angyrio•• apportalning, and the ;-aversion and rovorsiono, roauuindar and remainders, renta, !Dams and MOOD f , '` proflta thereof. ISo LTavo and to Hold all and singular the said promtsca togothor with the appurt.nnn000, unto said :•. r' I party of the a000rd part and*to their heir. and a.aigna forever .. �'l1 . In:itnoao 'lhoreof, The Bald party of tho first part has hereunto Dot cot - hand end Baal the ,lay ' . ...1 -- and year first above written ...1. re 1 •' .:_.Slgnod, Sonlod and D.lirorod in ?racemes of- Groom A. 3inalair (9oa1) • =.1 - . ., 3toto of:.ehingean ) i ,1 -:`` -I • • SS • `G•'"€ •" '1 County of Ling ) This la to Cortify. That on this 19th day of Soptambor. ••• D.• .,�, • - ' " • Y.; :':..:-1 1928 before mo E. L. Noastrom, a Rotor/ rublio in and for the Giate of Waahingt. an, duly ocusaiasione4 and ,t 21.::cto; _._• z. • .worn. personally came Grow ,. 3inolair to no knourn to bo rho individual dooeribod in and who anoeutod :� `'ad ed ,S•r •, rider• the within i.-tatrtmnnt. and.ncieale.lgod to no that) she eignod and sealed the io,o �• t •no her :roe and veiw'tary ;Cr; rr I act and deed for tho moo and purposes ...:.roan mentioned. � , ' •�^"" 1 Citno■■ CUr :'and and official coal the day and year in thin oortifioata first above written. - • I (i. n. t:. i:otarlal 30.1) Z. R. :orratron • - (Cm. Ex. Lar 24, 1930) • liota 1,' • _•- I ry ruhlin in and for the Steto �u • I of aaehlnctun, r■aidinC at :aattl.. • ,.. • I s• Filed for record at request or R. U. tstao Inn Z. 1020 at 1c min pact 1 r. v. ^r..-�•�~ _ _.'. _ ' ' Georg. A. Oran, Carmtp 1.u1__a_ WI .,.til .„. t _1-.1 11 i �1 nit e' 250yi07 :: :r; a :+ `_ Or�Il`• .��: TM Drantar, ions o. smith, a widow, nor and at the time of acquiring title, for line is eepslb•. I 6 lCO Dollars In hand paid, censer and warrants to Eleanor Y. Hit: the fatl�al !� 4 •t1; .. ; orttioa of Ten h CO CO hi I i.1. •ire i delarlbd Real Estate:• I The Diet fifteen (1.5) feet of Lot Eighteen (18). and the Treat brertr-two and ono-}ate (22i) 1• I i!•J ....4. .. • �' - •. i feat of Lot nineteen (19), Bleak fourteen (14), 3 Llin6tordta Division of Green lake Addition to IN 7 1" �` 1'I I of Seattle. ty" F State of Wash ngtan. l: C • _ _ $ + ill: 11 i -ituated in the County of Ling, - � t �I I• iXl.d thin eighth day of November, 1929- gp atrs_ far; 0. Smith Sep•1 r lll� 9t '+pp +r • ••• ` Tit-eases: t1:y if .ft",tyyFt.I��a -ram i State of ;Tahiaz on sec _.:__.=j ri - . Catr.Sr of King . ..I . 1`' �� ism I e Norm. ,.tl:3, do hereby certify that on this eighth dry of November,we, �1:7 I {{�� the undereLr�wd, i -1. rt . OS ! all. ie` l'- -- •s1eQ Ii>a i porsmnlly e7Cearod befarm se_vary G. Smith, to �o L-tor.1 to be the individual described in, and pp III i ! executed the within instrument, and acknowledged that she signed and sealed the sane as her _res and..:L:' IN e� 1 1 Wag not and deed for the uses and purposes therein mentioned. • { I : ♦oi.., wry 'tl� ul hand and official coal this eighth day of November, A.D. 1928- I'�� 114 :t :8t� Given under my • i t.(' it e �..*.� t (ILu. Notarial Seal) - ii. Myers • I_ t l ::ovary al.blio In and for the Stat. of i- .E , jlj 1 �.., t. Vat. =z. 1.p.. 19, 1932) 1 e` Washington, residing at Seattle, r1�118 h1j111111 11.11 iit it An�= r..ou for record at request of Continental Mutual Saw. Dank, Jan. 2, 1929 at 54 man neat 2l'4,1, is RB I1IS el .ifei�llliall��■�®� i __ George A. Grant, County Auditor• 17 Bill 1t issia - 7777.21J7 .1- Kla ....I Ilals MIMMI 1 1�III I '4' 25094081 �nnk Meade, et tx - li +(l ie 1` _ :. I To L".ar;tnt :cod!! I us I 1 • 1q It 1 • ,l a` .,• 7.- i Ted McCoy, et al 3. ; .. , ;_ The Grertor • ?rant Meade end his .rife, llarg rat J. Mende, for and in consideration of „era 1-;..masii w t11 1I .si:eleeemeeem aiii (E 01101131111111111 i paid, conveys warreat- to Fred _and Ray McCoy, the grants.- .hs 1- lnur•a �ji�JJ.tiO) Dollars n hand� •• d .-.-:•:- _ II •;�," :gas following described zeal estate, �1. •�i• j WI r ';‘.. • .• -•. - Lot Hine (9), Block thirty-three (33), all in Carleton Park, •n addition to the City of seam? ill i 1 :. •n Ill It IClga�e�ar�-: a===- -••5 to p radoruau in:oiime 21 of ?Leta at page 94 of the records of .rang County, Srts of oath I; PHI ,. . i i-e on- Subject to building restrict/One se expresso.1 on :floe of.plat. . ' 1 situated In the County of Bing. State of Washington. it 1( 4;•,•,•••-.• - • — �•;:: (• .:+���;" 1 Dated Deeemtor 31, A.D. 1928. ' (I �t• '• ' oit;ned in presence of Frank'Meade !f I I . :. i( I I. 1 I Margaret J. Meade -� 11 .-;•a• ' i State of i�a hinge vn R r.. - )SS oe 1 �1 ' • �`i.. _• 1 County of King • P. :,:' !• '• :ILLS 1a.to certify that on this 2nd day of January, A.D. 1929, before me, A. L. S•dtPtok• a • • I I ••�+ • ; Rotary Public In and for the State of Washington. duly aoesaisstaned and sworn personally came Frank 1;,yI,;.... d G io► e And Margaret J. .ade, his wife, to me kaonor n n to So the individuals deeihed in and who eouIII I1 11'I.• `: l, L-i .}..'�.r + the within instrument, an.F aaknoelea athat6.d to o that they signed and sealed the same ae their free ►nd AU FVI�I 1l ;,�I •�y� Voluntary act and deed for tIe _;,J Pvrooeee therein nontl ened, en. . 7 1 f Ritn.ss fly Fend and official seal the day and year in this certificate first above write -. t .�y l., .. fir"• (A.L.2. Notarial Seal) - A. L. Sad ok l II 1� .f. ISwt 1 • .f• ... ,‘..i.,.:,• (Cm. Zs. Feb. lt, I9-1) -th- Sty to of ii l� I •n � , Notary Public in and for !11 1 - . •.'fie�-- • Washington, residing at Seat:la. " 1 •_^ _ • Filed for record at request of nay McCoy, Jan. 2, 1929 at 55 min past 2 P.N. t ii• • 1� { �SL�` •1f,_,•^, 1 MJ r rrr. - :.eorg+ A. Grant„County Audlto Ll, dl :. l 2509415! Peel fie :mat 2mi:ronu Can ig i f ..v •' -.•o.ar To Pn7 DaaomnoG 11 _ :'• 1311 ( . .,Puget Sound Ptn.r h iJ ght Company �� S �•1 � —'• -pas Contract�.w,, d„t;,r•.d into ...a -1 day of.Dooember, 1G28, _'e Cwewn the foot flu ,;as: 1111 �.'•• ' .r �e� 1 Aai lroad' Ctaeyany, a oxporetten organised and existing under end by virtue of the laws of the 3Ints reeu ngton, formerly known •end balled Co LasDLa k Fltget woad Railroad.Con,;nny, hereinafter _. ,... . rand Company. perry of th• first part, and illget sound Parer F. Light Carron_•, a corporstic- 'r S'af t• ..• 1',• �•� ••r.L es:f attar under and }y -frtva of t}o laws of the Stet. hereinafter celled ?s.r of"e.saz.•sas.tta hereina. l 1 eels'•._`?�-• - ' Coapan?, Tarty of the second part, Bttno mast-: �...---- --"—. • - •• . '.1 ------- ---1.119„2.1 - �RF \ -_ That in e.nside ration of the sum of C). Dollar (31.o0 .. !•'•.•:' t.' ) paid by the Power Company to the Rsi on Caspany, the receipt of.whloh is hereby aolctoaledged, and in aonaideration of the mutual dependent praais.s •• •t.I•(• and 1 s' -- ' --� -^_'6[niac..=_.a?'sf'tr-- , .— — '�. t a ss3Ili •' - .� - ,.-,..- LL_1._�, ^ 7,,7 _ �.;1-.. _ to_the Power Company the right, pririleg. and authority •• J Q- o11os1a[_ -.\;..;.r-,e .:;`....j�„. ti i-. ?'.': - •etranem.ssion and distribution line or 1i7.s, together • ..•. :J is -�w� . ;'I ``�",i•-.Rth•::.: •T .Tt'.yf' Ti .M ! �;it.and anpur:enane.s connected therewith, and such other !• s '•� (Z21) \�:''. - -• -' _ -."-.�'r '+o�nication, su orrta remote control oaDi m, radio ,i O- ' •_•' i-.. • Lea..••c.:: '^.. F °r7 1 ^:�•"vL�h ,' ',:`;tic.•..:;: ion to ly C . -- •-•-:.-r----- •---- .'- ^:_r - ';µ.-or• expodient in the operation of a large generating I —=•':(•�( -�.T t1`.c .__.,t�:acre••F::aS�'.�ibtr' �-'�. c:_ 1 ,�� :. ..-. .:3) - - 7 .:c a•w.'•:' .•h u!! `�- ._ - '<2''�.'eror and aeroaa following do.aribed parcels of I. LTA':''re i �+'t.-,,.,, .�....,-..• .T•.; �� tl» two g ' _ _�, •c _ -__,c.-..� __.a. z a:-N .he.railrcad treexca of the Railioad Cottony, to wit: I �•---y_ e •_a _� -- -:r-^` _.•.�-s�o-_-= .._ _ `;r_ --One. (11, .eaior: P., rownai•._ 23 .---- .-_a6.. .. ..•a_ -- �m. - .; _ xr- 3' = .` .hr-r_ - _ Goe-ern--+ iill • ... _ -__•_ _"..=iia.., of the North line of tht -C-� '- - ' - � i�iZ r�==.,..::•. �•-rT:a�the lake TaeS!ngton laaneh of the Pacific Ca+at. - • r s fovmbsr;$ham ,•y . i1i� c � ?•e_7 -"'�-T ''`..ri said;. Sht-of-•ny boundary 70 feet more or i.sa .o its a. and .• :�_'-"'••7 -1.`-y'...r..t!G?fte'7 .--:-N•.indarn.of King County Permanent ffig-':ay#12; thence Norther, c•I'= tr .__- . _ C....................................... ............._7 .X'_ '. '-- ->-+ _ -•: ''' ;-se sad .� ' _ g :r-,�r_�r.y'". 7.`1ghway;#12, 60 feet more or ieee to its intersection with I i • .L1•? _ .- -__-" .,_!-:_K.:::--= _ _ 1 . .- �. .-.•.. --.- _ - _. _ Ghonoe Easterly Isaid North.line of Gov err.-�, -- �-n:.Lot.1; "- rl along lie � ��' 11 Jt` y,.---.--_ �� .�__--.-_-_ -^-ioh•1 distant 100 feet rEasterly tronmeasured at right I ni ,.i:'. ▪ -•• -7:-.-~ - ice ;.,--Y:: .:.•_ _ -:J ai.., _.-e:or• Branch of the Iacifia Coat Railroad; thence 9aut`eraet-I e_tz_ • • ..,,ir•� �rrr• 1 atom or ''-+ac • ... •'.,-'-�"''L - .. •I01 with and distant 100 feet easterly fray measured at a ,_,1� - _ `•.- - -.->-_-_�^ "�-tentloned ra11:cad; thence '.osterly 180 fc^.t more tr lore ! �� cast 2 TeX,�- - ;;:_.. --� .-. - - 'tau tier-y from no.surod at right angles :o the north • -�- - - - ,. _ /-,.-___._•-_?. �o An•1.nt_•rwoctlen with the Eaa:.orly right-of-way ..ounu..ry i • L •' - •_ - • i::,ce.•-- - or-herly.50 feat more or lose along said right-of-way I ; ..- .. . - - I 1,-.-_ right-of-may boundary of t1:o Lake 7I►ahington Qranah of . i ill '� . " . _ __= si.- -�- X';ly-170...feet more or lees along maid Railroad right-of••way I • ne:of._the-above =antionod ^,orernment Lot 1 pro.luced west- _ _ -' - -- 1 F. .f `--:•.� r- _ _ _•__- - -- --r-▪ .:yti�i=:a �-_-ens•_eaid•oroduoed North line of C-^_re-^r-_ 1 to _:.s . -I f r • }g -_- _Y • _'•`:> _'tt.�i yam - I I. r -- --•:Y=:°'�' - :. - - - Wi t•.rrt.r (N7r4) of the Northeast Quarter (11Et) of Section d, I �1 ,guile"1 : ▪ - ^L• _- - r, _lou.ar131:doaoril»d aa• follows: 1 ��E( :U.sf i- - -•=_ -,,.w-i'=•:�••<.:;-.- -▪ • �:{~ `•' - •` �;he ibore_nortiorcd Section 8 and rum-ins thence '�atorl;• I •.:�• '-;=.�,-.• _•'a--_-`-_ -l�'••�-•� _.- = more-or• lese-t0 eta interacctlon with the Roetorly right-4 • 1 -(•4 1 -?..ro.Girl o.Coact Railroad whioh is the true point of b.jn- 1.3.••••- i .�- - ^._- ~• •. • . . song�.ai�r'_(ht-of-way boundary to a point ZOO feet south-I - 1 : erly from measured j'• _• said.North^lid..of-8.ati on e1 thence.17•st.rly 50 foot wore or. a,t;; •1 -- .. said;.... .. _ . I loan along-z�.tin =•+ -` s'.• •200;fast southerly_frm.m.tstr.d kt.ritht.ang..s to-the North- • • I line.of Seot<i• ••a: '• ..D.tterirri&at-or`uay•baundsryof-the=Raid N.woastlo Branc`� I• f • . i of the.mat -•:i:• ! .+•- .atdt right-or`+ty Doda unrr:t01•Ie•t de co .•or less II I y _ • , 1 to its. ,.� •0• ••• • •• ... tstr.01I:thenowlf st.rly;aloag said North Lin. 1 • of S.otio4l't.- - 'ant I y. - o•sated • 1 :.-• ! •'. — u.• , • Ilinyartl•aar--.,o•1„•. ..-_ ... e and • :. y-• .�.. 7lLI.-oL nto7. !rrs_-- .. , �. . lines •an - �---r • '�...."'- ••.. 7Jr�xnty�fae'�onformity with plans Imo ,t. 1 Z_..- wive c y1►- �'' u {• ) ahm+inC.,Fr; .. 1':....•_-. .. 1 •• stlfyzkvali. r • cal. of.the Rail- .ton. I road,_Com-•+sue ...' ......� • ~a 7911": n.er for'h1. I _•.1• ._.. j •ppr a - . . •• - ...• :}.+.4 �oonatruotlon,.the ) .. '� )f 11I-. .. „•l•.. .. .. _ - _ _.�. teen... _. c:. I- PsailrCt_, _ i • a•tings unsafe or 'i .uniat`ss [_1°, ' 1'. . .. -. ••.. . _ _ }s.gip..• r and •iiiiiiiiiii r � roan WI rep'[ •- 2A.Poeer Cowpony. t anRs[�ti w•• - .. . y. �� +res;td AR!]lt�}..�¢iCtspwaY'in oTwnRins Win • II the;lvo4• '.r- • •. .,•• • dIIih _ " lily--Urr nollity appuritst •+y 1 : -1', _ _zgiroalta caw a: �- i cony.1..ise*d... _"' -..1 : _ -•'• `. • %.. - S-lio�aftlliatad- • c caw E ..ii" •-- •`_ `o�y • i°: _ -7Ma1La:Ltkts7ts.:•j of the `W�a 1-.j. .r•• W. �,,'13 .''.,• =;1' ..•.. a .......,ay'_y_ =Sn !I 1Ns I applltEM 1i`.- .I,• '•e" iSo' A• 11.. .t « Jnu- . l II t. -uC:. .i s-- '1 `..• '• .. Is ft . .. .; ''.-......., . ' ..". ••..r. • - :.• ,,. . . . . . ..'X It ; ........- ". ..........,„ : S. • • ....: •..•6 r• 411.1 1-•"' '':/:- i4-54.-5-%:.--:":774 , -.-e- - .: -• - -: -.--- '.'..:.".--?,; .•' - ' .....-: -:.-.---:.: :•:..,,::::-.''.7:-.1!(7.':se•...-,. -r,. r . . ..i.v.-._:.,,,,,y-,3,..---•7•L::_,-•--,,i-----.- - :'• . . •- --*---• • -:.--- ' ----:•:,-:---7-- .- • :- -----7- -::•-.---'.2:-;.:17.-"?':••••':;2'?:-;:47.. t• . ....12'.1.:: ". • "•"• --.",-4.--: . , • , . re " s •-.'••- t..= rt.'-.,....7.':''-2...t.::"f".....;7:"• - " •-.. -..--- „;. . ." '''_ ..-- -•• - • 3". - .---.:.-----.......-- -- '-7 !" --7.'.-••1,-_,.."•-• ••:•-•;:f5-: 1M .:.,.. .:i• --.].:.--:•'-' :-- • "--•• -,--• :• • • • • - •'32 I-14-5-P--) -• • . - • -'''=•r•-- t • . P.. . --v- ...Ter27:11‘1-1 -'77--.• . - • • •• . - -•••' •- ••••• -'-'s•ilaS:1GB.EXIMIT--,i atade--and.-enteree --1----;--- --da.T*. ....*-::'.;'."•-,•••--Z•1---- .:E • . r`. .........- • - ' -:"::-''''''. ..-----c. ' • . -.-- ;.-.--- - ---.1±1a=L'-"0:011.1T-P-Mrr- 1 • :-r--- o 19J•1,-, by an De wean• • _ . . _. . . ._‘ ______ ., ... .._ .. .. . . . II p.m •, i 'r .: , : . • • : •• 11 1• . .! 0 t-the f..i:r t•..p4-- • ..•-•7'77\77:.:-.:• •. . , ... ••. . .. _- • -__•' -• .-::•:"-.(;t1reist,ciall a4 .P,Owar-COtsp.ehY),. and PACIFIC.-COAST.• h•..i.r .::gri" 1...-....:. -••-• . •••••••- .-7-.- • ...!-,..;•_:-.-_-•r• •••:-- . ." ration, we party af the second:part, •(hiardin called . , ...., . . , .. ... .. . •• '-.--.•-•- • . " _- .. . .. ...... .• . _ •. 1 7".:_:"-•• * • - - ........ . -.7. --...--'.: -.N.-Snifio••.C oa st).,--•-.:• . -- •_ . . . • • •.. .. .. -..------- -_,--_-_ -_-•:---T.=17.-7' ::-...-7.--.:_:.".::•:7..----.-r.,...-:-: -;7_7_•:,--.V CI. T.:•_-..W. •Z 3-...-&--..F.-1:•-44:---:•-•-7-7-,-.1-i.--, _.,_,..„ .,__•,____....,_________._ .. . , _ea__ •- ,., - . . •• •-- .. ---•- - ":•-•-=-• '--------='::-":::-.21-:;---liti.E. Rras';. Power-CoMpany-IS- tr.& owner:or..cer ttla-..uplan...d..••••• ..-..-. - ... .. -.7.• -.:. .-• . .. . . . .. _ - • `w"'•-•' ; • . • • .- " . and .the-.sic ond-cless shorelands- in front thereof., •lying.. . . . -•---' • . • • ,-.-."- mg • . •iteatetly.--or-I/Millais Street: (CornSY Ftottg-.So....376 Th..ithe P.ty7-7-!--.. -;-,',, . •.• ... •_:- . •. •• -- .-- • - .- • .-.. _.- • - . . . . • __ .- • .. .-'- . 1 :":' '• -. ttrlienton-) King County, Washington, upon which .:a.hd !..:,7L____, 1.;.. . . __. . . . . . - • .CompettY'has-.'cons trucited and now. operettas an 4 rac tri ..-ger_er.E tinit :. , -- ' • • -• ..... . ., • - .. . .. .• . __ . . - • plant-.known. a s .1 Its ..nShof fleton Steam Plant") and •-• i . •. , - • •- •-• - .- - • • • • • -•- --• •••---- 11 7: ;.. ------- ---:::'.:.:;:•-•;.;-" EFIL•t.S, •DeketasTt Finn,t.-t-Ortora tion,- 7art. a Ktin c.-...•.:°T.:1;7e-, ;....i - ...___,.,.. -.,•:-: .• . -. • ' . • • . ....••• . .:.I ",.,. ' • - .., 6 - • • 4-.ed_c arta in•lz.nd ly.ing or. . ,... -T.7.- --- • ; ; • _ ._ •. s ... •:.•t: :..:-.-._:::...::-.:.:-.7,-,: r-.:-.......e•• ': • - " • .c.-- • . •• •. , , _2-7:77- •-•-• ...the. wafftor_l_y_side:of said is illia.mr"'6e t __a-nd :_ .31_,-;r:t •• :,- . . . - • .. • .. . . , . . • ";:•:*--"*::-.._ •manaaccture of .air-craft is no.: ir. course o ; f..cons truc____.'..-1••2r. u________7______.—...,...--3" n • ' • • . • :,• . • .....". '.•--77"•-77777'jj-'-17'Tnd-I- rat by cy• be opeed ion ini, ...17-zra r; f..ocip,...:-,1, -.::a , x.., ..• . . .i _ ... - • 4 . .. .. - •. . ----Company11a 3 hare Cofore 4iven M a-. tots tin dn Comper.y.,' 1.::c ....:- .-:.. ......:: ••:',.•:" - . . ... ..— • . - .7.--------....•. - I . "-----------------------•--------7". • • ; •- . . .. ---"---• •. ' 111 :,.. ...-77.7.-7-", 'rang said,_contrUction work for eoel.:•••-, ;Al " 1-Cr?f t• CompLny, p.,r- - -• "--- - • '• i ' - , ,..., .___---•f---• _ • 1 .: ....1.:,. . ..:,.. ,:_ ,••: :111.sslotr-to Dry temporary- Spur tracks acrotne.. p,...roperfo, _ ...._,_,.--,7_..z&_ • ' t ' . • •• ------- , -- •• --••• :::Power Company to prewide a switcnird, connection 7fi th t:.m. Le rto'. -•:. - • •-. •'-• ...,.,, . ... . _ • .• - ::- __ 't ' ' • •••••• :'... •L.Va.ehing.ton:iiera.L Line- ':.1.1.1.roaci of tre-Nor titer:\ Pec if lc :.all..way-' . ' t .. I - - . '.:ColiPanY4 bUt _lath the-••exprest reservation tna Z. suc:. temporary. _- ...._. . . -•"-- ,_ __—_—_ - • • .. -• • - - w•en a Id. sna.il oe---su b le c t to j o Ir.t a ne-e-oseton-u 3 er t•l• --. ----.. . . - - ..- . - . . . -- -.. .,2'•.-; :•_. '•• -_•.•-:::r.-.-...footh-thet Northern ?a c If Ic- fteilway Company and ?Se*, fi:c Cuft ,• - _ • . . ..,. . ' . . :.•,.f. 7.92 :,',...n..•7•.•:......-••-•:..-_.' • .•--it_• • - . .-* • • .. • • - • • ' -':---.- 1••••• ::•:.; . Co. for e. movement .of f re.lght to .ar.d f rom the 7..":"'" • -,•-- •--e••••••:.,.....-.'". the - .. . . . . . ... . . • . . . .--7V . :•• -:?"..---'1.• Mile SI,t an i3teetio Plenyrann also to and fro-ta t-Ite-.1-Soeing Aircraft •• • -. -... •.7,..•.;. • 7!.•:.-- "•••7•• ••-••: •. . -- — _ - . .. - . . :s,i• • r•-•'".•-.-"' ... „.--pLant; • - . • _./ - _. . . "'..p.":: •..::.•"..,..-..:4:._-__,.4:-.. ._._ • • . . ' . - • ' •...i4 ,, "'•:,.:---:_.---.-'i•-:..4. .-.• :-"••.• - .. ' • • • . • • . -.. •...' • • - • ..-- • . . •. - . .._ • •• . - . . •-.7"f- .."*.7; --jj014••7IX-.v .."::••• '• - ... i •!. t. '- • . - ' " • ... :-••••••;.-4!-V,*(;,:4,- ..,...'-;••••• /. ... _ • .., . : ' .... . , • U. 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'.,-: ••. .:..,-•,:--,'••••s.:-'.7.:..."-- -••••••:•,---,--- : -• ....L.-- •••,'• • •• ••• • ' • . ' -.--••-...." 7::.---3.1.•-•:•---•••-•-•-ae•:--. . --- '''..--..'.....z:.(•5;-- ••• ..,- .• • * • • •• - ' • 1, 1: ,-..---' .....11;,4-,-..-...."..•-..s--..-:--:•,.z-:.:•-•11::?0-7.7.-•%7.,-• --,'•'''...:''.:•'.:.:-:::"•-t--.1.1-•-• "'•-,-.-:-•.:' ••:* • i....•dt••.- • .V6ii..r... .. .i*".23 .:-.1:"..•-•."1'.•,'7)`.....•;•••. •------f--:=.-- - ---•:.:•=::...:--"-L:-..-7';'•••••:-4:-• -.3"!,.-.;••"*-7 q -7 . . . . .. •••,-..-- ••-_•:.-.- -•;.-•-••••,.‘-,:''.'....7.•:•=•; •-•it"•••:......''''''''''''''''''''' ••-.-: .••'--------..--,----.,.-. ..:.:•2:",•:•--'.---::;•: -.--.•;--L. .-..-.-: :•-f-1--t. '-;;;:-.72••••1-4---......."7-e- .•- .---.-- ----- : ..------ nis •-- .;__:.•.,.:..---••-•:...-it ts:•-• •• ,. •.;.:-.;- •-.. ::,-....• -.-:-.••••:--- - .•----•:--••••• • • • .:--.:.... ..' --:--'t.,:-. . ---.......:.;_.-.: . ...• :.....-f..... ,. 7A--::- .:_. •.-7---:::..-....---.•-,- -,:-.-,.:-.:-11.-':-•-.'-.y , !REIMER,. 14 0 o___j___ili cletat ihn---or-•tha-• berrefi-ta*:,f4":25.•9 -• --...:, - -•r •.•. ... ..,••••••,-- •••..-•--,:;Piatni.ras. tio Power_colliPsnY-x.rou L. _h_!.,.-L_CSRIt_trti_s_tfon.artri'.0il.na.....---.7.;:g.:,;. ..i2,- ,-... ' •-•-•7- lc --,....•:4----! ..s.._.- : -___-:--_ __7 ..- -,• .••..-,-. ' ..• -.---'._--.-7_::..=::_-_,:•_ __„--, . _ --'-.. . --- . - . . • ••- •-• •• • au---spur.-track-'nf .1iCif-ic7 Comfit-opon•the; rig _htnr. . ••.- - . ..- • --------2. - -L___1..:-..;_. ..--•_-•-::::,14- --- . .."-Il. .7:• nik•C___ ta-D-721-.1 -11:11- • a__t_l_AU)1:4iCcIli-s.- 1SerwrtpceeiMaiii4-eiticii--.:-;--•'----• " ....•.• -' - - -- - . ._ _... . • - : -. T._•-•_-_:•••._____-..-__:-.._..L__-"-• -"- '.-:_._..-__ ;.:- . -..:.'_1. ---r4r--71.----- ---_-ifrallinIi_here_itti-atectainisd-on 'tne-part-7or7Pacif it-uoast ta `-'-'s.---'' .1, ''-.' ' -- • • •-9,,-:.,--• •....• :-:.....-.: •-,i,-...:-:- • • - •... • 1..:-."; ;-..-':--- •Ake-:kept.;and pirforreed by it; and .t....o.,..e4ble it A• to "cannestts 77".'.-:=:.:.. •. ; . ..' ----- • -- • - • - _ por1 -1--r r .z..tcr the• Boeing--plant"...--,.7------• • ---:--rf =.-_'•_ . -..-.7'}--•.--7: :-.77=ind•-. to-avail-Its el,f--cif-swab-'common fiifarli-11.-f fie ge_therein,i___L____.--...,••L--..-.:. - - --• _..._ ... . _.. grants..to__Pa a -CoastifiO... -.the 7 r-it------, :p -. __._ :.•• • .. ; - ••• _. •----- -:,•-•--,-•le -end:-Iinthorit•f14-coniti:ncr. t.,_•Mairitain 111111.,-.9peratmpur • -• • . - .-. . •____ . • -- • --, - . . . . • . • - -n a • - 'tro)c_aver arid aCrost.-tha farowini- describWelaind-or Power--. •--. -. -I.- • ......._ -. -• - . -- • ••-/- ' - - - ...Company:An the- loos tion'ehown ;upon the mar hereto: e• ••-trched-,- • . .- • - • • . • . . • • . • - • . . - • •• - - .• ithich..'is.identified by tri ignaturiie To f d...:g...ic--,z.te,,:, . - _,...- -_---:- • •• •.. ........ .• •. . . . • ••-. . ..- •• . ._ • ...- • i _ ,....„_. :-..:..... ...-.:Tor,Power Company. and. • 7frt.41./re.ctiii for Pacific oast, .._.._.. •.. ; - •. . . . . . _ . . . .--- - • "` r..••.t..;:)...1 I i.t.1 • • . . •• • • . . : . ---- • . -.. -•:.--117 ------. . '± part .of. the land_or tie -Poyer. Company in the _ • . •--. • 4 - • •-z-'- ----- -21/r1-:of-.Sic;ion.8 and NEt of Sec tion.-T7 Tip.i. 23: N...;.,. ._-.-.1 ._____.-. .._' .... . 1 ---=-kr•--..- .•.• •-, .i- ..:._Range- 5:. u Ewe t -111.11.i Ling-Count.y-i-wa in ink ton, -and the .. .. _ .. • . . __ • • -:..........• •-• ••••••• -.Elioond.Class-Shore Lands• lying• in front.-thdrec-r;-11S--- • -----• - " • •-•--..---- ---- .. --".,t luded ikthia..a__a tri:p of-land 17 feet -in width.4..6v in g .r.. ...__......, ._ ---z........:,-. -------.-4,1----------. 8-1/2.,•feet of.such..iiidth on each side of the •follow- .. ._ . =- .:1---.14---.,F.•••. --L---:..(-- . •-•_.in deliozibid_21a.tit -I I ' _ . I . ,•• •, . • . . _-. • .• .. • • -.• . •. ... .- '. . .._..__ C:.'• .-..- ..:1:..1:" ''...-. •. . • ..13iitinning at-a- point in the sect-ii3n• 1.ine..betaregn . • . •••••-• -'5.!=:-"s----"••••---• ....• ••- "" . . • ........• i -• - -- ----- ••-,:-• • -•!Sections•3 and 8 in Two. 23 N,, Rane-1-5- test, 11.1l-i • : . _...".'• I:produced-lie stir-177-i hich point..in..2_6,95 . -..7.=:;',7.f-•_• '--•.-••.'"- •. - ' • ardrii.1--ilonc-_-suid:--,ieart"In-n-l'iniiT:from the; westerly.-::._ -D• . '...-... .-..... . . . --.i._:..i:Ai•tr',.-7.•:•#:..--:::--1;--7----'-'line-.-•of:--right-.of,way of the-,4arth urn pacific •RI':• Co ;....."-L--...7-- •- .. ....:2:1•-•-____;__H..--.-7...;:.---.---...1.:thailii i a.southerly.-along..in ll*00.1 curie to• the right'.a.".„ - -7.......,-.•:..,' . . •., -•::.-•:.,-.-!: ----z-:-..,----Slittail or73.00-f-t-.7--tioa-pain•47=2"-5-4wirt-wa'aterli j-'7---.-.-.-• ..": --- %..-;.:•••:,'!"•:•-•:•.L•:"-.......;! •-..•-,•••.'11•11:-11itritd•-at-right angles from- said northern Pan.11.1e._ --, ..... ..; ..• . . . .-._ . .. ---.:........:-...-__- -1--- --1114.14--00.,!a right of Tel; li_n•;•-_theno• II outh•rly- .=---.-.... --....•....7-• '- •.. .-:a.itriiIhte line, tangent to last:descr.lbed ".-•,:f ..--. z: . . _ -- __- . . •C;:r7;.*::-:,:-:4-t7:77.'-'.:•''.. "..-CtItTf; i..:dis times or 211.00 feet. to .a-rpoint -1-7:3P Li.-. • - --.-•'.• - •• . 7 .'.. i•-••-.2.7: _.•;••-. :. '•- .11re sterlyi"aelkured at:right. angles,gle i; from- said.:-Narthe - . . -. ..7-:-.-_-•-.-.. -•.-- _ • ...-- •-Pao trier'RY-4 Cool's- rJghf•of_way_Uri.;-.• theitei ,ebtitherly.• : •.._._ f•-••-•-,-__ . .... . .:•:1,•"1.-",±."'•••-•7.7.-••:•.• .. ...-.-ulatle--u--7 .5.61i•115".to- e . • • • -.• -- .... . ------ --.-:.- •------------- - . • • 9. ' • 3 •t.•8.50• f t. .aaterly,...me flin-r:Wi..11-.1". ..:....!:. ::•• ...:';'• ...'7.• ...- . .- -,- ..."t64-''.::. • '.....rj.ch,E-ag is9 'frail:said. 14-P"...-24. .Co.-1 sz'righXylf•-srld-',17. 1:..•• .--: . ...•._ ,.,„. ••••-•..,..407-,.....,' *: '' • . • .. . --...,.• ":.: •• ":' .•: Stairlorttiort:Obit:AA tea.true.-point:cif.-54 aturiinc-:•*( ir--,. ..-•,.:;.- •• • , -., .. . . ...- -..is'74'''''' •: . 41)...itintiera•lineOf-7-tria-•17.;00:rt., :strip"offlanti-kn- 121L._..... _477, • _.• ,- . • , rr.4'.•''' '';'•••. r.•'.,•'•-••i'•'::.••iliseritietslj:•••thena a southerly-along a 111:- Tarti int •1.-.:•••.:2...,••:--7._:-..7r.--.:-. ; . - .,,. 4'..---'-•-..-:•.s-': 11::. L.1: X5C t tc:.-ifittmr.,1yr•-measureci -at;right-,angle-t- truer. ''-- ;. .. ., . ......,L.... P••"`"V--...;---,_.'-.. .. • •_•maralma---yintill bail Iro: P. Co.'; right: of "eaY:Lin*rf.."7,•,. •-,..__ . .,- . .. ; :- - • 17'''' -- !*•':-.•"' -la• • ..:-.:.c.:!.....4•24-,--•.&''.....,....::, .. . 'a. stance of' :201t.- to a.point of:i an eationl. ;•Irl-L11‘.._,----•":•_-,..'--..• •=..........,•.-i. _. .;• -• .. •.--;'.4.••-..47 the";feesporisry-47ertreck from the I 11. F.. Rj'.-Co.!, ___.,; ...:-•-•-•:-..:-••:.-.; t , - •--- • .7.-•:•(-Z,.--.t±-.••:.•:-`-••ilashipstan.--Balt ' railroad •to:•the plant-.11.-TA:-a_ _rr-..-.-':----,-- i4---7-^. E.72-.... 7k67--'t---J:142-.7;.4:•'•15ialitig A.tio-tibet-: anyr•west. of llilliamerww I=:t;.;___• ...-1:•,,:.........3........_._ • . .. .....- '••,----.--: -,.- : -- - , CItt.:ar-31.eu . . L.!-...!; •,,t",:-.-3,--:.........,-i -,:.- : .:. - , •• . . t L..L.:..v1. • . .• - - • ' .. . . •---:. .,--7-7.:....t l''''''. •-...,•••••••••%•:.. : • -. '.• • • •• -• ....-: ,'•3•,i. re,,.;•NA(-..L.• ..„.... • ''''•i ..-.,- •••r7 ••-'--••-'. t•id ••• • . . .. ..•..• .. ••.-• ..-- .•-••-• 7.J..'• *' ---- -...-...7:•••••.`":":"=-"...:1 ....- ••• .. " ,. .:....•'4...e... .....or • . - - • .• • Is te••,!,,, 7 ,,Maggew422181 ' .. ...... 7.77.7".•'on•ZIAr'-1 -:;•;`'.•""'-''' : ;-•'.• • . .•.-- • .. - - . ' • :.. .......",.,••;:fr.---ri=.. , •-- , .. • •..• .4 P.••••rt.-• . ..t.....•-.;-,....•.-......• •...,: •..••• .•• :f.•-.•• .-L- •-• .:-:•-••---z•-:._.• : .-• '.•-•-:..- ..4-.•.:.:‘,...v..,...4.---• :; ; ....- . . . • . I. .. .....:: ;, ... . .....:.7.,..._„;:,.. ..,"......::.,...,.:„..i...:„.;:.„...,...... .,:,,...-:,...,..„.„...-: ...i.--__:-. . :::-.--....:- ::1---::::1-::' . . . . , .„.. K . -- ii• i .... 4.... • IIIPAat * P .- .• c; t* . - - 1%. . ... •• ••:..•••.. -:'' -*. . - ..2..,*,7__•.--.......-7•-:-.:::...s.,fr•.-30 I ....._. -0...r.i.“..__•-••,..:--:---Lt-.., .-...7......______-_:_: - -,-:i_L-__:.... -- ,• - _• , _ „:____L_••••:- ....-• -• .:- ,:......-•:---:-';,...". ...1:-.. ..-.,;-. - i . -,::;54:1---.-7:i.-,-,;4':-7--i--:.'•:-:. . - - _1. • — •---: -.-L' :-'7:=-- ':.-- ••'---. ': . -:.•-.--I-:7-:.:-........::-.1.--...-: --'..1....:;,..:::::„..:1,t; 1 • . ... ':• '-7::1:7.--.1-.7. -:.-.: 47' ''...,•.::--:-,:-- ----------- ------ -.-' '•-- - "...".1---=--- -1. 11: .-it..."-:',;-4, -:-:',.f'.••".7:_lilso ths-t ' rt-•-miim=111-1,ti Situ:Ed of---the-:Powe•r,• .."- --,---_-•: ::,,„.••,-,.•_ _:j. •-'7 •tb...11 1 • F 144.;"......7;- •-••.2=-..• - • -- - ae w - iiirrir-fitili --cifiztcl -tr--prgular -1.--ru --„.. .j:,— -:•.-_-.:-: oi• 0- u :- i i• '• T-,-----5R.------- -1-: riell.--lithic ..i-g-tet-iir----*,id- Fr-fithrrg--i.- _ --: -.-:-•.-:-- .;. .- ..• ••1 .• .; =- - —2.y..,.Cu.Y1 rght_nf--'1m3c,--atircpsteten_cint ic . . .. . . .... . . _ ._. ...._ .„..,.. I I- :""•"."'''''---"1`.- -------__-,:•.,.north tine -of •sal11-3-ection S.-vrtiduc e d slre.S.I.,. where • • .. -. . _ ......,....:....• • ....-. •• -..!.••• -.7":?"•••"•••-•.'''''•'••• ' - • jizi p la: 48.1as- t •in:w I cl tlif__.L than o a--a 04.tner ry_:......".-,:,.•___,_ ......"-_:-..-,:4-...,•-•- •• ••..7 1 .•. . . . . , •-••••• r'''''•-• ':..•--•-"2 ...00:feet,;:meisiirect:.along• above.-del c fib ed.-.center..• .:-,.........• .--,......s.-.:.:.....".-.-.-.: . .• , H '' ; •-•"'"-- - - -line to a point ithmre' said strip is.3400 feet -:- ..,..._. .. ,. • . ., -.-• .. :• . •- ' ' '• - '" '---"*": ••• •in:width;. thence• sautherly-166.-80-•feet,' _ .."' , . .. • . . --7 . - -- 7 ••.a suiett-a"rooryir-Sa.rd-C/Cii t4.,t7TIffeli---15431Ft•a—t—us re, :. .._......::-• . •.. -,. ' 1 w• - .. .- ________-__ .... "''.....:' " "." • • sikid;-317.1.p is 17- feet-in Lthe_•_pn i.nt 1g-_-_-::1.7. ....._ ... ...,.... 2-.. .....: --------:••-•'"*-.-'"-'-• -cinnic.t ion with s bows:.desc ribed 17.do Ty. •a trip'.. *. . . .. . . ..• --;----- --.---.. _:...•_------- -• -,:•-e-:- -,•.. •••••,--n------• -•-:•:-.---=---- ••••--7 ..- -7-- -.7.---- -7.-.- -Cr-jii=3c1--i-i )--of -.14ild--6.4 t:-.:7_ ra-irvaTrI.0 h..1..ying,. --, '.. •i•-•-•-••••-`••N--•:- •-: •-•-•.-we s to r ty-or:.bn-ail j aiming-.said:17'.7-.f•ool..24..." t..:_•-ip -Frid .. _ ... .. :._ . .... . . ..:1. .• -.7-.:-extencting-from tile Snu t he FLY..end.-.,..Of• s.ald71-7.4tot.. .."'.:.• • • • . •- ' r•]-. __-7-.--..;• 7 ••_.- ••. :s triii-Lhoi•tneniy•i--a distance of-L•44-3-f-e-t t. _ _ .. ••'.-•••"• . _:____•.:__ ... _.s. _......".:: .:. .. \• : • . -'' • .. . . . • .. • - ...• . "•• ------- -7.-- Th• r_ijitkt.5--hertin• grurtteil 3 re subject to .t.ii-* CO11l'ag• - : -; • • •- •.. -. • • ••_ . • _ " •••••.". illit. .. ..... .. . . . ... . . , - • •-• :---. terint:•randi coniiitions;:which Pa .1-f lc Coast--expr a s s 1-y...ti.,s;1:m11_, .. .. . . _. & . .• ' • • - • . - - . •i . .__-_—• .. , :r•‘..--'•-.---:*. .*and,-a eels s.--t o perform,': w,i thou t v.:th r, ar.reement-_trf.Pee 1 tic .—:__. . . .• _ • . . ' -• - -- - • . . •• - • . _. •' • Coss t•--such••rign ts• would not 1.•e ranted- • - . . -- •. • ..._,. . ,- .... .. ._ • • •-- • . . • . : - - --- . • l• - - -"• -----ki•I'" 'F`t,t-if ic C oa!It- a gr.e es-to ins tall an . main t."1,-in. a c-on-. . . . • - . • " - - . . • .• 1-•..'" --..:-. 111c-ilom--7:43--4-6.-1d,,--L1--"J• -17,,tt-rivek-a-7.- t43 •point._n il_1. s•-•,•• s Nowr -oy -:-\-id----------,---. • •: • " -- • • • . . _ .:. - -- .E..7..hilpit w,i,th..the •e.x's ti ng spur. -tracv: ro f-__Powe-r- CoMpetny u.:on .... . . • .: ;. -"!:::.:.; •••.4"..:•••- • • - _ . • .. . • ._ -- .------ . , ; '''' • .- . T---!.:._ :-••••'-----7-' -----r- :: ••• t-577.--p-r-On---e.r-ty.- a nnve cCes.cni-1",.. :Id to. se rve ?owe r uompany•is_;.;,eu !___J_L:___:t.,)n_ .•__________._,L ... ___ . . . -.. • . „ . -- - .. •-••••'..7•7••• -••"-' .P.teali Plant.2... 'Froth the ?o in L where suc:z spur trac e )1- . , . . , ',":. .".......1...:"...--,-;.-i-_;'eiimpany. I era v e s .tt,e 1-7.foot--r-rght of Way he re the bov e •.'.....,:_:-..rt_•_..e.d .. • • . .. . • : -•-• 1..... ;:----t---!- --r":•• ,•.-- ,.. —..- • , -_-,-....:4. _._•..-.".;:•..1-t..--..- hall. be.A old Iy. Dime _and- ms.In te lned ni. Pqwer -;:oraphny.. . . . .. _. ... . ...- . . . , a. 1 • *, •-.; •-• • • • - " • • ! . 1 $ ' .-•.". , ..•"'''*- .. • ---2----Only• a-,iinX1.1 spur tree,: shttll !•e cunstr••,:c.t.,-td Xi tnln•• —. ..-. _ t I • ; . -7- : -......;--.' ',-..1•;•-•''..":':''"'''••'.•••:• . ".• • ". * •- _-.•-• - . • • eg! .•. - ... - -. • •••••':%:.• •'••-•=7:7--thi217;t1:ght...-of=••••rw.:p-nre-.rw,in Krenteil.. • •••••a td-r1.A.:..t ....): _witj, i.•.rr..._•..--.... . ., • . 1 •.• *-- - -• ...- -. • ••••• •• 1 • ••• . trac to be onstrac t .;1111 ••••"'••••::'-'7-.; ••i'." trir. v. " •• • cZ,-! t•••..reon,-: shall •:e :2-..-,-i• :...i a c i t•t‘c . • . .. .. .i ' - -• • - • ••". .•. •••? . . .•• . .. .. _ . _.. . • - , _ . _ . . •• • ...."',..: i .: . '-: a: '4";',:' ••Coars-t-3-01 ---:-12.-4_.p.ay_4=tt.f.lt,_....Lr.:f_.I..,-..1,.../..:-.:.__!..... n.,t-::r:t-L•-•••..,e-:-‘-"-.7- - . • --- - ----- • . •- .• . - - .• . • .i ... . . . . ... - - - _ .. . ••••: _.•....... ,"...:•:•:8hlif fie ton Steam Plant or Power eozapany 66j. tz• e-rt.l' tirDx. Li . :- . : 1 • . ., -:::---.:•*---- •••••••••-•••••:. ." '-. --------1•••••-•,-:-'-• • 1 1 • i-=.:;;;'7rrf-,•-•!;,ii....... ••. '`...._____ - • '. • - _. * _ P.• barora .-ssa-ttufac turing. plant of• Ltoelr.z. A 1 re ra ft CoiniiSny, ..vn, d . .... "-.:c..-...:::::::-.''.'"'-ii1"....•:---.. - . . .. ...-. . . any- o.t.:ne: .0'."c:r:-.0.n on prop- con - • ' '• -t.•:-.1,-----;!-:•-•. - - • _- - . _.. • . . . - .- • ertr Itl.f.hou.t_:prtor wr 1.tr.en ,i en. ..t. rrom-Po.;e-r•Gomp-any.. ?ac111.-.O.„..._:, •,.. m__, . I 1: . , $. ..--.........4-..;- t1 -.••-• , • • • - Clalt.TUrtiiili-al& ee a the t cs rip••ha 11 not be peri:itted to szaind -..:-• ••- ,. .,..1,.'.,--;.*:,•4;4;:_-!.. .- - _ t i . .. . • -- ...- . -.ffipur- track; for.-unreasonable p _21 :_.af „LIM'S.... ., .,,,...1 ..,.. •- .. ''7t,.. ii7/44/': -7:..-;_ti..••••---L.-" . " ••• • • . - •-.-. , . : ;1 • .•"•• '4‘: ' ".• '-•••''. ".: ' .._ --.-------•-------•-"------:-_ _.:_ • •-.._.:-..•-•::-7---- ---______ • • • - • • I I 'II EtiMr•Aii.• k -.'.••• •' ' . -N . • .. ... ..... . • .-:77 -r -•••• •••••••••••••,.........,..,..... ...............--.------ • * -1 • - :. --_,•••• •• - •• , 1 .. T..--••••------ -•• - • • . -..-,-- • * • i _____ . . . • "...44ii•110.7j.• ••• •ii...t -.*--". --- • . _ • ... . .:: :: 11.001014111a.-• ::•••••••-•.•..--7:"... %:.,: - .. , .— . . • ..- - ••• -: •--f.•:.77 ..._ ._ ___•;::-.;--:.- -:----- - I 0 4:Stf,..1!TC.1,:e••-,7--:-,-.; --...-.._.... .. .•. • ••- • • -- - . --..., :•,-,-..-.. -......... • I .... • • I • •' . ' . • .• ...• - • .,.;, • 1 i. t. . ___, • • • •• k., . - •• .. . .. • • • ... , c.c. 4.44..t...i.sig:.•:. • ••• ,_ i7::4 ..4.t.lot...._.z.e./46.*., . ., Th, .VArr:,*-7:,,:-,_-: ;•.„-_-.--•..-.7.! :,;;:- ....1:L...:.•••‘...E.:..:-:••••:":•.-.......::_::::::::,--.::::::.7„.:.•..;-4 :::-..7".7e....'' .- • za":7....,„,,,, ••it • 3. .72".4*--.,„„Eill 4 ..;-....7;:'-etici -,;:,"9-1,....,,„ .7-- .,....„ ,;;;,.... . . ,,• , •.. ..., .._ . ,. ... ."„.:. .,. ..-,.., . ..a.....1,.,;,-.. . .... ‘,;.• .9 dr-di "' '• r'Li 0 7.....-...4,./.;...:. .7:. -•..-.'.." '..: -;• •; • ',..,:.-; .---•:-• ,.',------.•:`-'• •rr..•.'..:' ".' " .• • . ,a• .:;k . ... :•11 • •. .. .•- - ..----,..a.• -71,4.,.... •• - - '.;:.;',...-_-.---'.4...:,-:-,:,-",,..-.‘v- ...::4-..:.. • •"--7 •• -,----7 •-:-•.4-- r'..."---....":: :••0.':-.,t..,,,...... •_ •,...s. il i''...;.' f 141••:!°::;1•••117-2.-', :::-I.- ":.-.7.:•: •-..7-I.':'''. --'• "-•-f7-:. --..- .--•-..:•'.." .:'•:. .- ,., .. .2:-....• .--,.._•.- . ..7•7i.t74:-,..,,,-".. ..i.j.:73cw," •-"i11-1=-"-,...::'!. ....:--z-_-i-_: -- •:---i• --s".-.-- -i--)..,--"• -' "..: •• . - :- .0. 40.r Fn.: • -• • -•- •• • • ,....z.--;:...:-••-':7•:..i. '•-. • - ••• -7-• : '.--.•:7.--.:.! . ''' .:.:-. - - ' " -J -----s• •••',---. ' -1-•-• -- 1 .-----,,, ••z----•,.... •••7:17.---•zt- r-:-.-;.'•-.,:11:!stitr••- --er •••',..-.'. . -.:.., •-• . ' . l' • •-• - ;.3::- raailacri_COast.wedis tb liln till iiiir-tiantioli:1-:1-:•;:; ::7:1:•-•-•=•' :....-:---.- . .. .. . . . _ . . ... ..- . ilirCEITi'--ci-u-lir.er.t---'aiiaiff said spur trick it" a•poch_t_'•near. thi.-••••:-7:7:.,"." !.. . , --sa.• • • ' 1 . T, • .. . . _.., , .. , .1 7777:."-='-•'.-7"7-At-i-'••-..:• -r• ...' . . ' •7 .: . .. Ser.- • •;;;:t:' '-. '... .7 .-nOrtkrtiottsidiiryof. Pow-or- Cowpatu_!s.:property of sufriEreri tr•-•:--7------..- :•-:*--7' a -,.: .•.• . ,... ... ..._ _.-_-_ 2,„„. . .. . • - - _ - irift 'anti -etterae-tir to c-arry're a .-- - • - - .- • 1 :•••-7. • , lir ____---- . `41cu-4Y-ellig- :. --_- .. . . ,. _.00w-f Low a_ anTtfiff se2141_41.r_cquir-t-yand..:_aAlo 111__surpica, drelnag% , •-'.:: " ' ' :'•' -.. ......-. ......_ -; • • -_-_ .- -• naturs.117. flowing therein and:also.•a suf:icien t•-6;114 ertnandar- ------ --"" .. , .... • _. . • • .. . •• • . . - .. • ...'•,_- l•-•• • :the roadway he reina f te r. erentioned,. Lading Irito• the striffi_.....,_• •:..- • ' . . . --• • - - . • • -• ;-::...... •..•:••• ....: •" ".---ton::Plant,- to Fars for. the water flowingl•in the ditch a'ong " ••• -1- ._ . . . -•.-7---- - ..-T-----r'--- ::43-thg---g03-.Z1?•VIst-Paoli-Lc,r gh-t=of,-.1ray.-c-:'--;:-. -___ •,_ ... ___....,.... _..„--_-__ .„... 7.-t__ .---.--... , 7____ ..•-_ ._ . . _ .. . . • .- -• • . . ,. • . • . . . .. . A,. Pacific" Coast agrees (a) to-•ta down-the existing.. . •... . . _ ..- .. . . . • • • •• .. _•-•-•=7'!'=-'7-Teinee--4-.1.-tizig-7 the• we'St-erly. marlin Pf" :the".:11Or them Pacific Itall---.1_ ' - .•••• . . ... . .. .-• •. . • . . . . . • . • • , . . • - .1 ... ' •••• " ....:,•••••• • .• •• . eayL:tompa,nyl s.- right. of-.....ww)f•end. rebuild_the."sane in as g000- -.-- - .. . . —. .. . .. . ' ---'•••••-- • '. • -•••••_ .andL-Iubs.tan t ifill• ernts81- on a line two'f eeit.we s ta ill- froze,Lta-•". - ... -__ _ .. • - _.. . • . • - .. .. . . - •-• . - . •-• -- ' --:.: .. ves.tel•ly =a r_a rgil of t i-ight of way here0.n'granted; -(b) •"'". • . . . _____.- . • _ . . . ; • • : .. '.... •Ina tall in said C ence h. good er.:-.. s•iff•ici-rn-t---gata wnere• such • . •.. . •. . • • _. . .,- ••• '.. • •. ---...-..••••-----.--•:- ":-.‘----'-•-fanei3'Cros-s es ..he nur track or Power Cothpany lending t.0 Z:3 • "" .• . .. _ . •. . _. ... . . . • •- • - . • . - • .--••, ,-..--- • • e-' Shnrfle ton Steam -Plan ti• • (c) "-to install. arid' maliitain.an-77;oc --2 - .. • • ' • . . •-•:••••..- •••• - •• ocindition el t%the place indicateci on •sa IC;• i.7,41)1 Z.• h ...;rade 'e•rcss-. • . . - - _ . •. • •-- 't7- • I?Yr Ill'--x_c ur r a atrzlh--i. manner uniform •1:11--.C5e.'-i--ii;....ing-..roFa-, • .--7-- . - ••• .. • •-. . - . ! ._ ._ . . • *-h•-•••-.x.-- •. .-:---..way, -rnr the roadway --Luba ing from_the "i•.0;a c erit r,ta La 1114nway • . . _.. _ .... . . • .— . .. . . . . . .__. .. .•.... --• . .. _ ... _ . .. • ::•,:f.:,'--•-.....•••• •. .. iiistarly.of th.,- northern Pa c.i.ric t.rac?: t o• tl•... -:tu i f.-le ton •71zuat; , • . __ . ..... -• - . - • • - •• ''.:,--z..;-f-,-1-----:---------•-..: - .1_47.7±-o;p.m t.'. said fenc a•:int el Xi L 3 ing 1r e e t-. s., t!uc--7-4r-- c-i• baC-k•-ft •—•----- ill . . -. . 4. . •. '.... . .....__.: . , . .. .: eaid---erosetni_j__Ls-shown on• 3 a id. ":-.xii1.--..,it, anr. to in.:ta.11.•i: ga".Ea--•:: . ..- • . • .,. . ---- . . . - . . . .... - ''''---:•:•- •• -•• --4Crsr:Ltha-roadwiyi• (a-) to Weasi. Lia, ri. r.,s. of way •dirre. . _ -.. ._...„_.• ..' ... ... •--- • • %., ._. .,,.. -- •'':':."-- • • •-lCran;efret_.ann r,14aCr._a t •all" Liaea •frocti a..1.1". o ru•s•:: and dar--- _ • - -, .... • • -•• • • - • • •. . •,......... i,......,..., ...7,.....:. ::.;..5r6wth; - (f) --to•main tain th; •_. , . • 3 tope oe any. f ill pn.said ITa C.-:.. r.. . •- • •-.• .,.- ‘---------'-e3T-i 'r•-sc•t- w--Piternot-grester-tnarr-on e-foo!. w.frrtinal-tsix-- Ing--1:-- :. __.... . , . c . . :-.2.:.'::•'•A•.•••••••••z• • •- -*•--tnii.aha-1/' f ee t hoz: _n , and not. r-o-- '2e,intl.:. 7-n e--cali terial of an..>777 • . . ? ....,.. . 4:T.:- ,-..... ..7. . - . .. . • t till _ ,...". . - ._ _.-... _ ll cr.. roach within leas than t•io feet•from.the.f.andiel ii5a T",.-.:-: •-.. : .:- . . . ':e.-1--.,-_-,e:::::.•;7-.' ..- ...- sin t i an I ad all thereof to 'at, aone to tne 5 ati'Sae Viall Or.' :;--- 7:- _ ,,..:... . . rt,•!-..%_-:•-•••••-•••. -7: - - • - - . .••-:. .. .. . .. •••. . . . • L....-`,;. •,•__••-... •_•.• ......•. ?Over'-.CpiapanT. • - . I.V It 1,-"....• ;•:...•.: - • -• - - • - -• • A-1.:;,::. ''' - • • . . . . . . •• .. • - • ' - - -•-••"•b.:'A....--• ::;•-- . • • . . _ .:- -.406 ..... ---•---- • • "all /.06.,•••.: -..,?: • .!..-;..,-.1.•..r..- -• • - 7- •• ' - • ' • - .. 20."' ." •.•'' . .-_.....---LL. ____....._ -.• -. • ._ . ._ tn.. ,c -:•--.:r...i. .. •• .. ' ii::::::.6................;''.-. .'. • •. ••,. . ..•.. • '' 1 ...! •,, -• • -- • -•- . -. -- . • - • - • . . : ..;.,...-..;,....tf.-77..-":7'f" .•- - • - .-. . • _ ' • ......2.,... .• ..-- - --7.-.••1:14:-.-.7;;Wrj•-)11.14..ii, •. :: I • • ---77-77------- •-••--1-1 • . • .. _ . - _ t - - .. r t. .. _ .-4_ - - . - - .. '—" r. _ — 5., Faciric. oast..httr.ebj assumes_Fu11::'s��onit.'•111ty - 1— '- i _ .: — .. „ v .1_ -;: ' _ * �a 4i1C-,ia- t1 Son art Pcr-...1. _w, .:+-UIF—-_- -- _ S:ivyPrt -a ny- oer5On.or •::,roor:.ti-tr. w,_;:f:3,rev� t.-1n^•••''1- • — - - personal ir.;-:rs .-s+11t 7-17:1 tea: •. cam..-..n:7.7;1 r out - - -- . 0f. or lue t , t: - Il'N . ... . . .--•: .,. a:- - -ram(r --mi.. -!__---t'rfe.en --!l. ;•r.-_ _o _r'v— •..•i tr•i• - 7•tmeg.-'•7 -..---;:-- • I= -.--z. . .. -te-.erarrnm •`a- t 1 ;N.7 r_•11. `-Z tsi -•.-•-ns 6:...:,:_ r .t. r.^.lc- 7a:. -.rump. . : 1- -••:: Sr : .. -. .Rla cte u or. j 1M.•_- .27T.:..T:_- • :-y.o.... .. :. Ui... •, - -I:. • -it . as kny j:l e,: _::t a•..e:. ::• , .•-• r. . . _ - _ Ft: .:•Jr .-. ! any .UUh .. . •n; i' ••/.. ••,' ._ ..0- ' - 1- .. - „ Sii • • . t Of ally ..:1; t'. .., .•-.0.L •../.._ , . D.. .1 r. - zo: - _ •. . _ .l . . - _ .,,la - .. ..I .:C ..-.': -..� I. : � . - . .. - . - -r• .r - 0� • 1.' . in _o^_.__ '.)r. -I." . - ••.n•-- - •41: .-- . -.' -' .t t:_ 1r' ..1 . _ • . • . so-l- .cost 1 ?X ..^.sr D::' ,.. _ _ ... •• 1 .. sucZ? ;n -.lr 11 not r. -1: 1 1: -• r 1 . . _ -...I L: -r. -- -- cois.t Jr =:1c; -1. .. -r .1E . ;1.f•, -�°0: - - . . - - .. • • .. -,t��._ - c.'_oy;in ?rive In P."- l^,e f�.. -A: - - ,' .. -1 .1: nerein or:..-re•: nO. .:L' .. ;1t...;r .. -L ...ra•f, . _ - • -r - -- 7. 411tf!1[c-re ..-:AU ti.._[: :any ,:_ _>::__0.0y:-3E.-cr_ - -_ ; 1 - ----reI r0ad = .• rt:..1ti: :.pu:-r.: 7 or , --'s..:,i•n1 -•.y- on teej f . -•-bract?-tn r. - 'ra- ^t^ •1 _:va.. blest 4.-1L41 '-._. . 1 • -- . LIM 1i',t•t.10.21:1 .:1: . ;,•.•- . ...lint " -,wr1 •In +nLA :1.:'it ' . . s111" •e Lemini.C.0 •, ' fr . ' .- : I •.•,nl- ,, vnL:;•• . I I : . - • _ right to cons::Iur. :.c. .,.. {a_ •'1 .6 • r 1:..:. -if' way ',pon ,•then I' - ;; '_ _ _ -5- _ • ; ;,. . 0 • 's...._.." . ... •,.. , 1• .. . ..- .07.4,,:•,igiF,.--...ci-ki,.-• -;:;:ii.. .::',i- ' •':'' "• -• -"•- , -• > -1-,,I.•*;-_-..?---;'•,..... --•.„,,--" :..- ' - ' • : _ ... • ; , '''!•4•7"'''.F.-^i•.7.7-:-1:..:,-.• ': --,04011E ".:YS/6"" 1:11.-psa` OM' .:-_. •. . -. - . ._ . .. . . . .... ... .:• .:••-•::.r.:-...-;___,-.:.-.:;,.....-.---.--., •.. ..,....z...z.,, ,a._„,i4 .. _. • -- ... . ., . .. _ . ... _ __.. _ .. . ....... •-• _ • •.... . _ • .-.. ..2:7.:::-.1-.-:.•;--..::.: - •,--„..„-•-•,•.:_••••-•; • . • ,,- .••• . _ . -. • . __. ._. .... . . _ • _ .. • . .. _ . .. . .. . _... . . ._.: . -•• - . _ . ... .. . . _. 7. -,-• .... '. • sitott.'common user tracks. shall Jo raid for-t-!-.-e piiroo 5 e af- - ' ' - •. : .... • . •-•k - - - ' • . --- - •• ..._ - -. extepolticg its own sir to rerch and to con‘lnue to serve the: • - ' ' .• - : - .... - .. . _ In ... _ - - , Boeing plant. Zli • _ .. ....- ... - - • - --____. . •-- • • ----..L.i--- . .. • — . -. .- • _. a. : if.Pucific %Joes t szla-11 v-k-oln t- an?'" 01 :•••,.! ,..-..;m3.:,nd .- .. • -. ,-- -- - . . • cond 1,Citrrrr.-.-nlsre in 3 Le t.-O, Pot:- Comp...fly. Jim 1.L nr.v•I .... !..1 rtgnt . . . • _______... _____ . _ • . - to perform :,:de: aefaulted o....11/.E.z.lon 113....1.: arla cnliect the • •. . . . _ cost tnereof from Pacific. Cost, or, et, 1.t.7. el•-er..10n., to. •, . • ., ...,......_,. ...M-; • . ---- ---. . -. .. teralna te the rIgh.ts 'herein zrz_n tad_ ar.a-....--o--reeri l.roy ?..:!....-11;i-e- • - _ . • . • • - . _ • ' " , . • ::aa.fit._1. __r_zao-sre_i_t...t..t.r.alcs .and o taor.pro -4,rty Cr-ore sald- rler.t - .. _ . ., . ' • . •- of w!.:y.-; prov'.. :ad, now-rtvet, ?ryzetr• .:Pmoany :4:•:zill awe t',-t.e 11,..;;;;._ ,. . .. - --- . at lta 61,tctlon t, re.v.ilre ..?•,.clf_1.-.: ?r-_•_p._1..--d -.P._Q -•ut:41- - . . _. . • . . ...... • tetn•and rt.: '.'_:a :anr '..:T.C.:: ipon t•:-.: r .-:•:-.. If. w...• :-.-treln - lAil.. • 4runtad from t--.0 nort pr rl! L1r1-1 ,r i'-n-er ,:amp: r.rsproperty ..o • S..a. . - . • a point 1 5_ feet •:oilL:1,r1., Crola poiro. "!_r' 5:-own u:on se 11-1 • . e-- . ._._ .._. . , ...1=1:4...t, .!..-a_r_r_tr....--,aoutanuance of ,w1:_etilne. *err -rice- t-., the - aln;e1 •-• ' 7 • . . • - huf le ton Steu.3 Plant. • - : L ...___ ____.,„-----• .• '... . . .. ... . .. . . . _ - 9. I t Is uncse r 5.Lon-.: 7-I:- .. ...-: -•-I:.- • :"..,..• -' "s"..,.?r :-:ott r.11 . - -. • -----.---' •. . •,.. -serv1.11..is 1:s. .inuf rle ton .13 1.!3::". Pli--•; -: -,-.:, ••z_- 1 t: '.::.! r:-.11- -- - - • - road of -Pacifl:c Cost ovur prop,rt, 'o: :=.,..,.:1f!..-.: -:•oi..1'.. 1 fing V- : • • .. ' -: •lacent z.o tt..-_-. S•riuf5 et.on !!tear ;;.1.;.:1: ,:. *_. :::.•-:..., oc... 7:owr. . • , • __ . ..- .- ., • . . . - , ; • • ComOsny :L.-lased vie. vo r t lac,. :-g" ±b 1: -!;.:x1; -...r.... -:-.:•:! ,,Le1.1.1.c .. • _ —.....{._. : • ... ..• ..,_ Coati t pr2 per ty by in In 3 trumet.:•.-. .'• -...--- ;-:: ec june 1, 1-sai., .. .. .. . ••,- • -..-----7.-7. --: ../... - _.......: for Z.:period) • 1-14, lag .312..hc i,• 3.44:!. " `.1 Dori -ms-4 la-.1.-1r. --.,:f ?nal:Mc-. . . .- . .... %, •;.,.: - • . Coast ..•3f. IV:* fpur trac-: upon .'..--• .,--.•: . If *e : .-::--la•gran ted ----'- -• -.. and connection of Po.•eir t.::outouny,- :.p.1 r •i....•, t•I.- new ',our Crack - - . . . . --•- .- s ,----:" • Of ?b-ci f ic• (....7t 3t., the .vald 1,P-Ft At. b . •••.•,, •1••T•'-tOr•-.‘.1 51.A 1.1.1,e' - • ..- . s,.: ' ....-. —. . deemed cnocelled ::r.e. 411 of Po...r •cle: - n-!' 5 ,:-: .::t..il in i.nd to. • ._ _ .. . - • — - -• - • . - .. t nrcPg.rt:' ,'; . ' 7 .-• . . -' th•.port 1 On of ....ne. p-re-w.,?.. --,nir ;..r••c.. . ••,,fr i.'ner.-1C Owl ,.. :7' ' .. - . 1 tUal t".41 deemed -et er en._ •. • • ., . ! ' ••.' • .- : .... .• . 10. Permanwnt common :10”!-. -t:•!•- 1-n .... . ,,.• . . . hny pdrznnollt spur . •asit.o‘-{3.1int - - - - • • : • - .. ..-track,4...01-04 e Power Company ,ropo rt. t . -...rve t....9 I' . ..• . . • •:-"'Xr.•/ .: .- - - .41:41 ."-..- •- •..... . • -6- , .___„__ , .• - , - •• • _—____. ._ " 1_ _ . . . . . • _ • --• - . -.. . ' - ,- _ -..... • - - - •- • , • - . _ . __... . . -. .. . — _ • --- - • • - • _ . .• . ..- • . . ' •...... ; L•. • : — . . •— :,„ . - . -.. •. •• • _ .. . .-... . • . .. ..• . _ -." , - Vf•It 2() 1 ...;.1Q585:. - . . J. .. .. - • .... .- ._...- . , . . . ..... . . . _ . . . . ; - . t • : . . • . l' - .. . - _ . .. .. . 2 . . - . . . . ..., _ . _. ... • .11-.........1-...... _ • . . -- . • - • • . . .. ,... .1 -,.•." _ . .: .. . !'• _ =en t., ,, :.-- -:".:-:_-_.. ...--L- i-t:L.7':.---- — '-'".- . . tf..r... . _ . . . ... - ..._____ ...— . . _ - . _ • • • -• _.. . ..) .---, _ .. . ola:1- :. - .._ ,.... . _-.. . Le . " -. . - - - ' •*4.;;••••:, . . . . . . . • • • . •- . . _ . 1:i 7L'.....::‘. ... : •• i.: ...-.• , 1.:.• ...k.:-. ;--;- • :•• ' • -• •••.-.••• .-••.: . • _ . r:,1.•-• ; -•;•••-•-r•-•tz. If, !••....I 1c • -• . . ; • .. ::.1- . : : ... .. ,...: . ._ . . • . . ••r 1%-:.. . .. -- . • • _ • : ._ • . .1 p'7::: . ,••••-, . .. . ..... . .. 1 , . . • • •• - -... •41.-- . . *.; .:.._-• ' Vs; :-..'ii;A: ...1!ril . . ; 1 • - . I. -- • I • ' . . * I . . I • • . -.- . . • % l 0' • '\t ‘. • • / , , . • . : .• i i ' .,.....:t.:. - - •-• • ••,1: .y • . . • ••• i i 1 1 . C. .;. -1 1 • _ . I . .. • ' . • . ."..., .. . - . _;14...r. 'e,". .., —i:••• .ti ) . ., ."-- •.1.: '''-- ..—_ . . -- — • I.;•..— __ _•_; • - . . • • {.: f. .. : • ' . 4 • . • - • :••.1 ' . . • . ...• • , • i Iti:v.;.?.: pis r -.;uni. '....1„; i... •,•.•-: •_•1.: •.... _. . :_...._,_c_ -- - • •. ...... - ' • • • '. •• ..! 1 - .•-:*2 .9 -Ae-..t--- - ,.. -/).L-T-,i ,: • •• •••• II :. ,omut.ny,; :::•• Goy--..,.)r.-- ••,. . .. • . .• 4. z••7 . , :.:1 . -^,r. •,-.• - • - - - an . . . :I ••••)1.un-.••:-.. :- . .-- • . • • . ,infl or,..•1-•!.•.. - •.. 1• • ' ' . ••• • " :- . 1771- GU ttiort :1 z-0 -..:,. -- •. -•:•••• -. •:- 1:. • " - . . . . . . - •:,..... .1.4 7,"•1•• •.•••‘ ...-r: :• P- .; ..' - . " ;; •• i 1 ....,,s------ . ' '.1*::;:......4 i 1":•r• . . VT.-7. ,. '... • , ' , 1 ' •; . 111;:, ...- . •• ' 'ert 1.-.7.e.i :•-.- :-----,c t _; - •:. . .. : • " • • i i,-- i• _7- - . . •••••• c ..- . • l''''".'••-i IC -• .. __...•_._. . • • . - • . . _. ... .: .• 1. 7,;-,.. . . • . .. i .:•• - •• .. - . S. - . . •.e....„,,,,,, -• . '' ..... . - , • ' ••:-; : 1 ••••• . . • • 1 9:. . •-- , . . . . . '. i ;'.•• • . . . , . ' • . • •- I - • • ' . . ''''.„ i...!. f, . . . : . .... ; • ' I 1 . - . . .-- .. ' ; ':. •1 11 . . . - • - - . ' ;• ' 1 i . -• • -7- . . • I 1,,,• i ' • . %.: • 1 * ... . • ' • ' .: • • . • . • I_. ...• ..- .. . • " . .•I ; ..- . • 'I . ••I ; • ... • . . • 1 ► _VOl'4r iLt ' - yV l 17 4 - ' 360 Y. ' _ _ .._ r - _• dw or 'LOTS�r- - I9,3, tr•ci,aaA .---- LITE CO p . `. ^. "�sno�etts corporwtSon,•k•relneftei ' • ••o'•" � -tote liOnrl£RI! _'ACI=IG..IAI1=ST COttk' . _,. _... • .. � -u the_pq•r•r Caspazy"' - - -.r w Auhlr.gtoa '^. o0 i the PAC1 tC COAST 1.'•11.-00. / pdrati an'Pereluer r celled the "Railroad Cac.pallea t" '; �rpylratlon• her•lua:ter ollecti.ely . P'. .. _ 1aTIEC SZTh, trot, • _ '_ h. a.a of _lee :'taldred i•1 rtp-eeyen Arid 0/iOv .. oo heed tide tL---t whereof is hereby ecknb.l.d6ed. tt,. - For and 1t the receipt i''',-,..:::-.... -". dollars to It in h' rA pe to. ---. --T .� .he 1 w i•! �l.i -Of.l 'granted and by thecae i:roe v:tt]-:toms.�:•^^ .� t1e1r Lnterest .. Power ies, t .has D,, jolut14 or se+eratii Lt.elr•fucooasors end ,LY.:1G - retr-Jc_::.�, Companies,. ri.oa ties to c 1:.p a ppoar, for rp.3..e toe If�O '::.c I"o1:�1r.c.Aeu•:::iL•,d ' 111 the L1.ni; railroad tree);, - _ - -'S"- r� opeTwr.:nL '.rereon certain' 1nf^ ?year -��t®R1'' 9.ty� tos eats of-1 treats of hrrl insofar es the ]w.�e are ,•1th�=st,�ropertywot v of Li nG ►nd 3tat.• or J,ituat. in the Count, `•f!tir;'Lei+-l: -•.. i;•r,-_fe•rt . s•.•ef lT-J...�et rn • • r<-S+Ctalsi at.'LR aL-SI•+id-- y r- er 11L- .•f •.r.e ,nni- s,•,r-r. On ..ah side of the c.rst �1:nC::aC ,rper•to _ _, aid• • ..palatal in..,.IlA..,;A1, on.L-i. 1A .. - ■aid etYl• •, ' • ..-e of the :1.:'rS::. ar., I-.e-r n iv.r-.of, pre;:ar.d 1•. the - 1��=, _rW 1t...,L It 1.= A.1 code • pert Lj4 ',• . •I,c. du13 :•- - , - - aellw.y Co.•.pa,W ..t..ted Sep•.eu.upr 21. i._-.z- , ••':" end further re.l.ed t:ctn"•.r 1�'. ••• F•7}11D1 t .t r r�.. _ 'n:, . ice '- . • (Liao, ,uoJvc. -.o cw.ucet i■t1••n Of; t Lxty _.=..: - ... ah ••c:'-,� 'er•••Iv) .,..t - .. the._ certain sLT 1p u2 • - ,ry •k k..) h•reia� so.r....A : tar. .r+ =e-..-- :e ^i' .fee u].+Ji.' 'Rid. on each eiM of .ie..:. .u.4 'Lr1p ..1 . ... ...,•... -n to Ma ..e�2eti6 ' faltecnvd 'rzi.Lult '• •' n.in i e'. solid •f LLOW on 1.1.! (zia.1t - - PT-welded ttr'- should •,1 •..it.ler •. those. .:a ;trip nr +'rips rro. -r.ica tfi._tr■ol:s tier. .n I:! ri(r said 7er••au aro•ranov..S •r.•11 revert to •^+ ';r••:a^-. _- ns •,:wc•,•-n - ..,. :rev e::-'. •.. • _ ..ny - I)L tiITNc;i relic r:C1', •... c roe.:‘' or.,en)' :. , • ,,i,nd year rlrat eLo.• erltt.a_ . . • SIkre,.a- T:AS a/PICA 1 __ 1: . • se • ,..0•unit7-af XinG. - i ' ' �,-oL =, ,.. ..,..yy ..ear.•.. ._ . 0� this nfy eat .t:o: .'•: y1 _ i'r .1^ever_ .• .••rpor -') C• •F'• SKT.11. to me itSiowa :J De U.• .1ae , .w-..�•1 ,.1•' tm tr.m••.:L '- .. lratriam.::: n:-^. .::vow. . •2eeltt•d the within and :'ororau r oor r•ti.•,-, fo, 0.; ;..,03 ,.v: a:L .•.(1 •deer •.r ,w�•� I... 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'.• ..•t <• •t_y.r"•.-•,'••yti°.:•:• ..'/• • '•'.61. r...,,, 's lA.,j;3 :Jj: '17r~ � :: :R •::::'::;•' •..:,t-l.ra•rT,i. •99♦ ••; •. - . ••:ie .�' .t «aI n{�,,, ,••- 41 ��y4• r., .-.•..-,. ..Y-::74: `4 1.i n l •.....L!• .ram.r ''` '•p • • • -_'• '.,,�-1e�""f' •„1 'ail*. - .- •s•, r�r .I"i1:�..QvL-•.,2-.wo^,•iJ. tw•••Low i- S_._ -�4:i;--,, �• - • F •c::. '- - - this "'. ' . " - .- _ • • '; I • i -.blare called' • -_ -_y I''- weeni''-''- 3001m,;POi�G:71�'COfrARt:%a+' i' ::co 'i-- .•-c'a-: _ •.- "GranYpt ci -L'; .. . ;hers!:':called �=;'" -.. "Grantor" attd=l>�.CIIZ or R30llORr-aesmi pl - _`. • s of tha_'sns of:One.Dollar(31:00):.:fa•heed,paid, • - That.is cos Ldarntion -_ - -- - Gran-tea oL tthe receipt•of;which::is..hereby aelmwl.dtsd:;-and end.: psrforttymtl.b7:.. ,.': - _ - _ na _ antee-,yvi =',�. -: - ' - In covsttaats• xreissaftarset forth;.Graacor�hereby:=raats< :� ^ i` varranq.;of>aacy-klad::.a risbt°:of.va7,torroadea[7_asd_rsLa u �o1_�inSsas - ^ -J:= _ - - la's • y`= ;r:: '::- :`:'-� ._.•.'. �i=:' - described-.land"situated.in' , r� --. ' ._• '.: ' _: - _. ^) over and across and-foilowing • :„'' .._ - • - . • =1—gtatr of:Washing ton, to_vi "••' 't ,,;~ +f _ _ - _ -_ }z::-- - ,.r?c- .) -:•a- '_ . _ �, 'C.'• _ ,:.- •- t%�.+r_s "�-ilk:.-'i rc:fg at t cil -:,i -' a -- =:" •,�' anti Cot'ntr` Coeszr�eaC-Io '<}k:==:-•-"••=<:<::L _,c r -•-• '::;:.--. <; - �^'.: 'Coamsncingat th.:NozLhe 3:-tv:': - _ _ - Se.-tit"n- R,-l'iwn.ht '21Noctti i<angc_S'2 sill,r+t �. �s - •="":"_ -.•' �.•'.:- • cb.a�sL" -y= �� Meridian" •'" ' West'aI96S, _•• - o�: . r>� c : _ r-.. -chaste rorth a8°SL'OS__ - -_y,,, $ �::;' ��(•. - ;f h - 'distance-of 960-01'feet' _ . :.-S o^r:..,_ -;A:c!-?_ - ti-' �r2RI line''of. said Section 8;;the ,•e,: Oj��''-" _ -` "-".- - - " • 0q h 8 in the Northeast,corner of the.SLufflaton.Steam.P1aat ` /f�?' ':•. ; _=_-.= `" _Y`'�--' --� VRuI� on tLr .vescerl7 zt;c', / v iAl= .- : =- b__i_ • property: Bald-corner.being.. _ G; . :i-Y.:; _ •ys; ! %tie Rail zright of aTv - .. boundary of-the .Northern-.Pacific vly v _ - �w_-rx;^' -- ' � .=:-_ -..__ _ .-, vhence..the-center'bears"- -;,, •- ..: .r=-"' :r>� =:::<--` • • � of -froti >;:�•=,r.ow��. r�?�=�� -:� .....__ - 4°38'2S='-West;:tbattcel contioufng;Yorth- - _ _ .a^ .:Tr-' -. .', '. 88°51'7 :South:14°23'3l"Last"- •: : J~ -n - - 88°5l'05'.Wes►rt�.y 56.32'fee�yt��:{y_thence•-. �. . -.':-;�,,'==,•: ". �' _ .101.345,feit40:n a,pointi d'wester said i�'.De .F' .. r •-• '- ial - -- itiolve Northern'Pacliic Rativey-rightrof?'iray po .)_' '.., •.�;_.-;; '.. •� '. ��c:.• -' 88.68'f ncs':th...�5sN•4s-...n•:.r r S.-.r = :.. : �- on a.curve•of.red lull..1.3 ear f toe vbe f --. c`-,-z- t _ - i.' __., bears,North.7O°23'59" West ibssaes_Northeasterly-,;;• e��;_; -.x:_�;• _ •. ! • _-,-y'_--': •`"` . I _ center.be 2. of:102•.78- �,gj n-r.•(-- .i. i - = - y aa':arc:lea8th- < i �_ '; u said:ettrving botmdar7 ,..: �: i<w•r_. _.. - ' -feet:. po t ` Sw�.K�`_' r•?',_. - � r•9 -: a;,�+. '„� _ .. _ _ - r-� may' - r. _:-L�_•_�-J�.. �'Y ' -feet:mozs:or�:lasa-;L°:.the• _ `c _ j'- - - - --�'-i=,: ••:'5"t;'= ::�:- ��'. •.:`ti�l�t''•��. _ cOOdi •r._._.-t.. j.. -�6 _-.. ' ' ny .farces sad L1oa.: 2 •.i: ,Th s- ea.seam' t is'. ranted..;ow-the fo11 - _ . � .'- • _. -.. _ '-r.. :t+::_<, '�t•' -a!i ' - � 1`�, ? _ '`:sad:fe{n-- - .X=-�_r r.+.'_:T •,._i{:�±:_-'.:.s•"c'^:_ J`' '': `: related'`ut:ilitieWsha1Lbeccoastxnc .-.z�•_ ;.;_ *� .: --: ' `-'-.-_ a 'I. a Sold expeosy:and t -:.- vorke(r.. .•"r ner_�': -ry :C-;; ",;j " good_sod:^ c< `'*' :=. r. '_: :rifr sole a nse of":the'Grantee=and 8 _ �I-y �•,:,z.y:,, • twined at the . _ r_S_' - ,�-: a. _ = --r `�` ram • ---..•''1?° fr'om`allaoss oti2- - t • or h rsiess : 's ue= >rr~`,:J-�-- "� ,��_ ..Z��%-- •:� ...:'��".;`,•rees�to save:-and'.bold`.Gran -. _ � '�- ...'� - ,.:q r-,o__._� R ich maranc as Grantee:of:.the-tightcher'e in granted:4_:ty- t _;tom.:.-,5 '-r-. damage•which racy be:due co the e�oerciae:by Grantor:?: ,'=�-xJ:: >,-tea-•- S - such whomsoever.sad to.:indt�tlfy �? ' -�--- and'from all•clr-rots:for damage:. _ - - _ _ e`er- - - �_ -i�• - Ong _ _ _ _ '__--'_-'=: and• claims. - _ -•`+_•` `s:.o:zK".-..,y c. . -.'.' such loss, damage _ =ri „!"4 lac- ;.l_ :�r /j�?�l`• ._x,for all _ ' _•ar+ T�s_=;.r: _ - _ - -- - r"- - �2,• • .t �sfld'for.i parpoxsv_ C.::-.;xc-. ,<v'-t•Aas.:<•c=-':--c: .c:- ,antot,'^.sc_rniYittc:right to=ux-s d_-1 ---- i[h=•`Q� -.:;mot _ c•`:••==•=_"- - • 3- Grantor a -not incoasiscenc v - - - - -' bit"in-;said'lmd:m:�others:., -- _ _ __" - '=-in-any way, and'to grant,rig b a�.,m.s:'ail risk of:� = `:^ _granted to Grantee::aAd.:Gra tee here y: �:« - - the right herein. _ whichwry - in dams < =sonar or.to•propert7 s =": _ .a,:3 `.t::_w`- ' �- _ - -':loss or.damage,•:including ge• from: m:Grantor pee of:iu;.' _ ',.'._J< :'::.r;_.=:.:: --= ` erect.b Grant:ee resulting from:Gtantor_'s ave.;of said'Laad'atd.any=-.._ -> u - suff }*_. Co:Che t,.'SliBencc b>r: ... ��•.x: =� �07 . _tix. e ors.ia]nry_be due gar- := _::�_ `; SlayaF^ c c:.dralpme.,its, e orth a.:sacs'damn. •-'' '-*3: ::=•..,='c�+ocri• s r?s:-_-_•::,:-_= =''-"_-:'-- w_�^'c =',~� - servants or agents';-or�otbcrvise �-�l !=" - - ' _ �_ •[ ' 'Grantor:;its: -�:�•_ =". :':E �._._ :s'":14..' _ %-:::: =�Y . _ :site: :�,:� -�,°'�'=' __ - ';d• _ _ _ ..•••3--- - - _ - .c.'R`'?:_'V - ` _ _ - - ?.:�i. ▪ P-' r'n :.and.be'.in�.fozce -- - `sue;`_' __- - b -ranted_shalL coati :•::. _ _ }=r;_^r rig hts here 7 g - adva �` r. --`, .r- rmanentlj:abmioa . . _..e of::said, y. ▪ : .:t_ ,...,:b.,...?„`:..'--�; -.: u h.time the Grantee shall pe - 'de[crnlz��-��'-'-'k� - _ - � "-'. - - - -'��- y c ..:ball'cease-and e- t_ �:%_ - s:> - i -reins ranted`- - --- �h •.,.-..;.„-_,....,,,,,.::�• :-.,-;' - all:'rights.. 8 - - •: "'•_ - - - �":;: ` _ Tom.. - - �vhi.ch time= zi8 _ - _ _ .�-:-lay�e�;�'w.s'i-�'?c%�:.itr'p,:c - - - __,.,...,--.:-.,-;,.• . rv: I zecuted' :the:pa y . :; �tS: nC has:_been rties� -'3• .• - t-: lad .s:_'.3r;;-=-: fgr 'this:instrument e ZT7-•t .gyp,. -.�,� �? 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"Cs., orrinel eseerienrii,er".arc-filter'Ana 0 • RECORDING CENTIFIC.ATE: A.F. No. SURVEYOR'S CERTIFICATION: Filed kw neoerd this eley of This weep correctly represents • by me or asst.` wry direction In OCCOnts-- . • ' IS-,al- we In atilt the reetielroments of the Surrey Res Vole. .-of otrners. pups...__, .1 So. Ad'. of,.....0.0 rollowst of repenter at 14101,0•1 13. Mix. this_. -:.-day of rik"CdierDer" .np ZejiZ7-12" ?/4-i Cert.No. I: 111eauffer Sept. of Rsawda camel a. MIX. P.L.S. ". .......• ' • .,..T.-. ..;.%,.. .- 7•, ..• mg.-4, - . . ",:'...:'.. _ . , J r. - . ' r+r 5W%, SE-criosv 5 t 4 a NW% Sec/ions 8, T 23 N, £5E ,, 4 sire • • • \ • gWO3/69001 /t39 ....Z.. \.5 .. V/C/N/TY Al(17 oO1I e I�'L H fr6 • �fifi � LEGAL OESCe/PT/ON= 41d 7x✓,....-/,k./'6 ,.�..w./4 Div((,L.,/(r)��...(-/.:..I,1.:,7 4 � 1J AG.e.0 .Pa.X-.Tfir/.✓/l AO.!.q G d, n�i,,,�,,�,,, ../"Z../Ay" wor.r /r/ :.pG:, .rr Game 'Arrir;.,../...r,v • 2/ ow-A."4*okr..-.. 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' I r-------lor ECORD OF SURVEY lccoeosll's cc11T1r1cAlc • • THEDI le.tle■ 1J1••I. 14 anoll.lr.,.1•a 5101,11101..5 C1.1111ICAlc I- _ __ __ll • -- __ - - - _ - CI ,..11 lnM 1 t ''�. I.• ' ..�....'.1 �..1. 1^;� ►..1 -...1 wM11.up «•1+1 uB.C,F\.1/._ _ _ 11 w.11.sill I Nit'._ Lb�f[:-4.1. Xll Or^ \\` 1 • ^^•.Y I•G�..�•1w•' -_- ........Y r• -.I- -- - - s, -- - - - - - - - -- -- - --- 1 } I . • 1.... • •••'i.i.• . . . . e.i'....).,:j• : ' '.4,...:•'. ' -•;•II: . . . . .... --------.--. —.----.-- ' ' ••------ -----L----4 •— H . . P ' N.W. A ,SEC.E3,T.23N.,ti.fiE.,W.M. • . e - . • • ,•, . KING COUNTY, VIA illINGTON L Eek.eg.,DESCRIPTION .... . • i\, . '/ • • ,...,...,•..... ..,• .. ,. ..... .. ... . :,'•:,.1..:.1.'}' i • \ - / '' ...•,,,,,.......... / t F 17.1.'"....1:::...;L •r:Ii::...:7.;:;'"::::IriS.1::1,;:......:: i . I . . I ::::......1.r.........1..;1•....r.......yr:::;.11.1% 1: ,,......1":::•J'.1.;•:r...1.:..:::..:......• . , • i , • i; "\L . ... ..r. -I. 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Z.:F#ll'i Oda si••••11 •IWO.11•4 has••1111 ••••• II•til• IN.'il ti. ..i/POE le ill. i.e. SMsysyeA s Srlitlir,C11( RECORD OF SURVEY 14(COADEN't CtitliriCAll . . . . • I 0 a 4 4) . •.444.•••1.444 "......7.:............ . 4.74.4 .....-. 6*4. 6 .4644641. ,•• 6664664 11.mi.. ..,.yzsco... ... $7. , ..:77-"......."sixi, B.C.,A.C. . -• ;14;•-•--- ,....---.-------.-...7.7.....--. . • • • . . • . . . .. . . :,., . • • _ .. . • • . - _______ ...% ,'!...I,A....'s..'•''.F.'r•P' • ••,• •- •rr,..-• . - • i • . •i , ' I • •,•,::;.. , • • • . ) ,, f;';''',..t,i•••:'• . . . . 11.. ' ' ii •‘il•,-...f.:•••, .,.• ...4 ..kt tlill.'...f. . •. . . . . • 14. . . . . • . • HCCGV/_.. irltb DA1 Aril On V rr Or CIIIIIII:cr1ILV or SGI;VCY 27 dn) 2 l t'+ hN`e6 el=_�_e F 7. -tt 1 TU: hint; Count,/ Ilrt+,rdi, 1l ,:u n m rt:rr5.00 CA�'HSL DT1H.Un... .•'.il II • n STATL Or I Milli NE TUN) RECG1 I)S 2:L::.:L:ti3 ) :is KING CGUN i Y r1' COUNTY Ur KING ) 1 N1, ,_\V.at= --Pc. _ I,.••in,_ rirsi duly •n . coon ua Cli, dr:Muses and :.:tys: SAC. S1aa: •rIb1T 1-r..c-is a t•t•;;r::Crr•t.•tl land .nrrey..r; T bt•1• : made a . su,:.ry nr laud whit•I, o1r-.-y t:a.. r.•cn1•tlrtl un di.. e, — day ., Nn¢c f i -S- se, , in Vt,l.nnu .r • 59 l. Sl.r•t•cya•at •- . page; ZS59 Ilet:ot-1 i,rl Number 88o3G$ o c 3 Il,•cu,-.-Is of I:in:; County, II.:C.)t•tl & I:1a-rI.inn.. lh•p:u-tue•nC, Su:.l'Clt•, . ' • Wa:.l t:nl;C•,n. TRAY Chrr1 brim; an rr:-ur, Lln• :1ITiatzC .1 gn•uees tl.c IoI low in:; th:32134:' nil .:,it! ..t,r•:.y: , .•..-. \a AILIjoi7 L.Kta- 1JV4DIa�ltt �I•(Q•-,,t_c- „GP.V ' Ci-(..o L 21 r C.M. r 4{( O • r iJ2o.A}.....` . �� PAp • �J E of 7�y�GFj • h :,. .., c."- • 44,) . (2 . . �'rJ, •ittr..��a,� • °pac uxoq,� Gry. 1_md s.n-veynr Surveyor Seal .t•rt. Nu_ IDI. Ze. S LIuSCIIU IILIJ ANU Shull.\ to be li.r.- w.- t U.is • Notl,ry Public in mul Cur llt.• S1..1.• u1. -. r i WZISII I ng tun, r--sidi,t;4 at' z:rt.s�_- - . Sur•rt•y :,td-X C.n•rt•t:tt•tl anti :,pprnca-tl by . -f::n:_ Count y Lrrnrd U.•I,.n•lu..•nl . n_T.:iv . FORIt APPROVED OY LING COuIITY I'KU LCUlIlie nTlunl.tYS OFFICE ..�...,.....J .li .r ..:t .. .... Il.TiEf.li 1:) Ilt..::4 311 • . • • ' C..• • . • . . .............. . .. • 1 . • • 1.-....: • i I • • N.W. I ,SEC.8,T,23 N.,R.5 E.,W.M. • • • • • KING COUNTY, WASHINGTON LuuraiP 1 I ON i . , • . . • . 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Sf 1 PC XA,...../ID Mb • • 51!IL • .2.4,r LAO 4. ,'''„o4' I•••I 1..0T •••SI••• Mt IWO WA_ .., • • S.11 CO,..671....e.m...erNT . .. • 1...10,1.1.11 MO 60 1•1. 111••+,1,...••10 I.!.1_1•••1__ . , . • k•••••••••16.1 bk. 4 1.01.7 0 7......ra Jr:.._ . • ....r..,.....,....1...........:....... 1..",,.....T.....10 0..Z. ... ."....1.•11.•i.•pa r•••••WILIallad-1,11.1011/1 • °(1° ,., ..... .•101m, Pr.IP a, Pon 1•,.• 1.•11 111•11.= , . ,e,,c, . -................ - Ihrlaa [hangs cfr .4seeet.tes.he. sulky'rr.As cott IIt A It CITY OF RENT N4 Atcoo•otx.6 ccatfficAu LOT LINE ADJUSTMENT ..., .,....,...._____ .. • 1.11•1•410. NO 004-BB —••---. . .--•-• .....—..—, . • .,.. .. 10.11.• • 1,11.•111 1 1:111.41,1.1 ............_. I I?: t.;:• i.47SVIr .. THE BOEING COMPAflY ,-....., 4.p__ ......e2,952:.,.-LA— .......-L-••-L- . . .:i,ik . ' • '....•,;.N,. .. • . . ,.. •• • . , In;.0 z.g.sliir..0::•er...i;"•‘... , •... . .—... ........ . — ... ., •••• '''.'11W " ' . • . • ''"•••.;',:::":•,•.1 • .1, . 1. 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I1I11.,••,•1.111 1w Y•.II I' 1. • J 111..•1w1 1.Y.Y I1..,J::11;:•I.1,111. • F1.w,.itar.r. I..t, 111 1' rI w. 11111 IW.1. ,i.. .J «t. I11 . 111..11'.N.1.111 w11'w.4111wWuII . J U1 IM nl'Hlbd'pl u,. .1.r U �i1(,1 t.,, iY 11 ►w.r.w w...1. YI N 1,1 1.. .«M•1 W•IIIr1.1 M.1 Yr..1.11..J IS III.J,... I.r.I.w.I • (fi �A' . • Iwll`Y I�ApL}� 1 MI rawer 6.•roaa' ham.,r II,' ��llnH1 [X'o11. d' .'lux�l'lrrl!sr Ivry(loe'a ctenncalt y CITY OF RENT'Or4 4(COAC-t,'=~tYt_�I `«..I. I` c..w.IH t.tl p l LOT LINE ADJUSTMENT _ • ec,t1t1111 eitrtt_i,atI_ .... .luttt ,. ... ,Y ..1 THE 60EING COMPANY __ ..,::..........1•�0—'}.•.• r•.et-•ali_ 1.._L.. :•1.^r,r_L. I .•'.7o:\7i . .-. ..•... •�.-.� • . • .,ter 1. .. .....— «r.1.,r•.--7�-r���.. _ ...•...._. .. .. • li• _ ..• . .1,r1;.r+.l:.u:4 d;l:r'i:.a...t..1... _ • • 94/07/26 *0401 9 FIRE MAIN EASEMENT RECD F 5.G0�.r«S.00 ! CASHEL ; 22 This indenture made this a9�}.d day of • _ate. PUGET S0UND PORER•k LIGHT COMPANY. Wa ngton .corporation ("Grantor" herein), and CITY OF BENIGN, a Municipal corporation ("Grantee" Herein)' MITNESSETH: That in consideration of Ten Dollars (S10.00) e1�)oandw otheisr good and valuable consideration, in hand paid, hereby acknowledged, and performance by Grantee of of the Ghencocove enants hereinafter set forth,,Grantor hereby grantsand inspection easement for the purpose of maintenai.:.e. 'testing appurtenances ("Facility" he •NSW ~ ' 01 a fire main with the eecessary �'t.�l {� across and under the following property, situated in Sing G.,••• ' , _ _ Washington: t6 See legal description attached as Exhibit "A" ByT•kiaOrdtsloit� RED CO1�ii Iif1MS. 1. Said Facility is an underground pipe; it shall consi "s of single line of pipe not over 10 ,iaches inside diameter, 3 fire C hydrants and other appurtenances thereto. O '' 2- Grantee agrees to save and hold Grantor harmless from ,i Grantee 11. 14 �+ all loss or damage which may be due to the exercise by of the right herein granted and from all claims for such damage Tr Q by whomsoever made and to indemnify Grantor for all such loss, li . damage and claims, except damage caused by Grantor- 1 3. Grantor reserves the right to use said land for its own purposes in any way and to. grant rights in said toand Grantee to • A , not inconsistent with :he right herein gran:ed ect li. . ' . . to.the following: a A. No storage or buildings are allowed within the area described in Exhibit "A'; :11 • B. no power lines can be buried parallel to and within five r (5) feet of the centerline of the Facility;' and E ;� - • t. any other utilities that are'buried parallel to and within five (5) feet of the centerline of said Facility that are damaged durinc Grantee's routine maintenance, testing and inspection of said Facility shall be repaired or replaced at the Grantor's ex-oense. Grantor agrees to save and hold Grantee harmless from all loss or damage to said other utilities which may occur as a result of ` -� Grantee performing such routine maintenance, testing r l Prior to any digging \� and inspection of said ?aci_ity• can \ performed by Grantee within the area described in Exhibit _ 'A', Grantee shall notify and cooperate with Grantor in - w 1 the coordination of its activities etewi on toseaoof Gr Grttt imtor to minimize conflicts, insure p_ , s & facilities, prevent hazardous conditiora or minimize interruption of Grantor's operations_ a 4. , The right hereby granted shall cease and -terminate whenever Grantee shall have permanently abandoned the use of said Facility. e. _ 5. Grantee, its successors or "assigns, shall have the right, upon a minimum of one (1) business day's prior notice, at such • times as may be necessary to enter upon said above edescr wed .=� . property for t"he purpose of routine maintenance, inspection of said Facility, provided, that such maintenance, = +.nspectioa of said Facility shall be accomplished in testing - private improvement such a marine: that distdrbance to the existing --• and private property shall be r..inimiced. Notwithstanding the fpregoing, in the event of any er'ergency L; requiring immediate access to the Facility by the Grantee, Grantee \n�Qar= may take such action upon such. notice to Grantor as is reasonable under the cirtustances- 1,, l,/ . k4. • ' FIRE MAIN EASEMENT t LIGHT CO�pA2iY, Grantor . PUGET SOII:'.D �� • • CITY OF B ON Grantee ti provements or property are disturbed,dtheyly In will huee replaced vent dinas good a condition as they were imme belo—e the property was entered upon by the Grantee. 6. Grantor reserves the right to relocate said Facility, provided said relocation conforms to the Grantee's Fire Protection nts. • and Utilities Department re"'iireme access to Grantor's 01 which said Facility an a portion, ' � 7. Grantee shall not block or impair remaining Property at any time, or interrupt Grantor's business. running with the land • on the successors, heirs, and assigns of both • g_ This easement shall be a covenant and shall be binding • .• • parties hereto- . ' PUS SOIIND PCWEH k L'IGHT COMPANY - jAccepted by:• - CITY OF 9ENTON • By. t�pnb2 `2C Director Heal Estate . Its Mayor Attest: City Clerk • \' ( t . '.ii"....'. . � mot % -:1;,L1�.. _ • . F . - ',. ■ - STATE OF WASHIN(.TON SS- COUNTY OF ) Arthur -- day n(C-Pa- 1983.before me_the undas+ power(&LIGHT C tur JY-the On thin n o� Di ram` e r Heal Estate d guy SOUND a free and ANy. to be the mid serf to be th to me known instrument_and adma\+�t�. �dL an�oath stated that he is authorized\o •F. e of said cop d ati foregoing f the therein mentioned mrp°ra:_- tiaa for the m�and purposes I • . • as and deed of torpors otewta the said instrument first above written-WITNESS my hand and official seal hereto aiCued the day and Yur ' ' \ K for the Stale of • Notary public m SG4-AL Washington. g.l ,E - wiz • • • • EXHIBIT "A" • A strip of land 15 feet in width having 7.5 feet of such width on each side of the following described centerline: • • Commencing at the Meander corner on the North line of the North- west quarter of Section 8, Township 23 North Range 5 East, T.Y., in the City of Renton, Zing County, 7ashington; thence • North 88'50'12" West along an extension of said North line of said Northwest quarter of Section 8, a distance of 813.99 feet to the True Point of Beginning; thence South 43'08'08" East, a distance of 10_22 feet to a point hereinafter designated + • Point "A"; thence continuing South 43.08'08" East a distance of 219.33 feet to a point hereinafter designated Point"B"; thence continuing South 43'08'08" East, a distance of 39.84 feet; thence South 20'38'10" East, a distance of 252.80 feet; thence South 43'08'08" East a distance of 52.63 feet to a point hereinafter designated Point "C"; thence continuing South 43'08'08" East, a distance of 257.56 feet to the terminus of • r- the centerline. LESS that portion of said described easement 0 lying within the 100 foot right of way of the Burlington Northern • Railroad. TOGETHER WITH a strip cf land 15 feet in width having 7.5 feet • o_ such width oo each side of the following described centerline: Beginning at Port "A" as mentioned in the above description; thence South 46'51'52" West, a distance of 17-25 feet co the terminus of the centerline. AND TOGETHER WITH a strip of land- • 15 feet in,width having 7.c feet of such width on each side of the following described centerline: Beginning at Point "B" as mentioned in the above desc=ipt:'a; thence South 46'51'52" Nest, a distance of 39.34 feet to the :rains of the centerline. AND TOGETHER WITH a strip of land 15 feet in widin having 7.5 feet of such width on each side of the following described . centerline: Beginning at Point "C" as mentioned in the above • • description; thence South 46'51'52- Test, a distance of 363.90 Ieet, thence South 43'08'08" East, a distance of 18_52 feet to the terminus of the centerline_ SOUTHPORT • ENVIRONMENTAL CHECKLIST `° 4i ' 27 • Purpose of Checklist The State Environmental Policy Act (SEPA), chapter 43.21C RCW. requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the Agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for Applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental,impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known,or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write. "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of Checklist for Nonproject Proposals Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". In addition, complete the Supplemental Sheet for Non-Project Actions. For nonproject actions, the references in the checklist to the words "project", "applicant", and "property or site" should be read as"proposal", "proposer", and"affected geographic area" respectively. • wp:141:sepafedw 2 A. BACKGROUND , 1. Name of proposed project,if applicable: Southport 2. 'Name of applicant: ,Rex Allen 3 'Address and phone number of applicant and contact person: !Rex Allen (425) 688-3085 ext 311 SECO Development 10843 NE 8th Street, Suite 200 ;Bellevue, WA 98004 4. Date checklist prepared: December 15, 1999 5. ,Agency requesting checklist: ,City of Renton 6. Proposed timing or schedule(including phasing,if applicable): 'Complete entire project by 12/31/04(See attached schedule for phasing) 7. Do you have any plans for future additions,expansion,or further activity related to or connected with this proposal? If yes, explain. Not at this time. Not Applicable 8. I.,ist any environmental information you know about that has been prepared,or will be prepared, directly related to this proposal. A Supplemental Environmental Impact Statement was prepared for the Southport Development Planned Action which was issued in September 1999. The purpose of this checklist is to verify that the Level II Site Plan being submitted falls within the scope of the environmental impacts which were evaluated in the SEIS. • wp.l 141:sepafedw • 3 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. An application for a Short Plat has been submitted for review. 10. List any government approvals or permits that will be needed for your proposal,if known. Short plat approval; Level IT Site Plan; Level I Site Plan for individual phases; Shoreline Substantial Development permit; Construction related permits from the City of Renton and other state and federal agencies, including U.S. Army Corps of Engineers Section 404, 401 permits; Stormwater Discharge/NPDES 11. Give brief, complete description of your proposal,including the proposed uses and the site 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. Southport will consist of three new office buildings with a total area of 750,000 square feet, two new residential buildings with a total area of 644,990 square feet, and a new hotel building with approximately 220 rooms. At least two restaurants and specialty retail will also be provided with a total area of approximately 30,000 square feet. Total parking provided will be approximately 2,945 stalls. Please see attached Project Statistics sheet.. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project,including a street address,if any,and section,township, and range, if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description, site plan,vicinity map,and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The site is located on Lake Washington between the Boeing aircraft assembly plant and Gene Coulon Park. 1101 Lake Washington Boulevard North. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site(circle one): Flat,rolling,hilly, steep slopes, mountainous,other: Flat b. What is the steepest slope on the site(approximate percent slope)? Less than 1% wp:141:sepafedw • 4 c. What general types of soils are found on the site(for example, clay,sand, gravel,peat, mulch)? If you know the classification of agricultural soils,specify them and note any prime farmland. Loose sandy silt with lenses of sand and gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No • e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. Development of the project will require excavating approximately 19,600 cubic yards of material. Grading plans call for approximately 23,500 cubic yards of fill. Excavated material generated on site will satisfy most of the fill requirements. Additional material may come from the demolition of the Steam Plant on site or from an off site excavation project. These are approximately the same amounts considered in the SETS. f. Could erosion occur as a result of clearing,construction, or use? If so, generally describe. Erosion is very unlikely because of the site topography. Stockpiled fill or excavation material will be protected to prevent erosion. g. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Approximately 80%impervious area. h. Proposed measures to reduce or control erosion,or other impacts to the earth if any: A storm water collection system will be installed which will provide water quality treatment for paved areas subject to vehicular traffic and collect storm water from other surfaces prior to discharge to Lake Washington. 2. AIR a. What type of emissions to the air would result from the proposal(i.e. dust, automobile, odors,industrial wood smoke...)during construction and when the project is completed? If any, generally describe and give approximate quantities if known Dust and automobile emissions associated with construction and demolition will be emitted from the site. After construction automobile emissions will be generated on site equivalent to the levels considered in the SEIS. wp:141:sepafedw 5 b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. The Boeing facility to the west is a source of particulate and odor emissions which are subject to Federal and State regulations and were evaluated in the SEIS in section 3, page 17. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction impacts will be mitigated as described in the Southport Planned Action Mitigation Document section 2 c. Impacts on indoor air quality from emissions from the Boeing plant will be mitigated by locating the HVAC intakes in areas less affected by the plume from Boeing and by filtering the intake air. 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. Lake Washington covers approximately two acres of the site: Also Johns Creek flows across the Eastern corner of the site and flows north into Lake Washington. 2. Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The project includes work along the waterfront within 200 feet of Lake ' Washington as shown on the enclosed site plan. The entire frontage of the site along the lake will be developed as a pedestrian promenade with a width that varies from 35 to 50 feet. Portions of three different buildings are within the 200 foot zone. 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 proposed.Not applicable. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. None proposed. Not applicable. wp:141:sepafedw 6 5. Does the proposal lie within a 100 year floodplain? If so, note location on the site plan. Unknown/Not applicable. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. None proposed. Not applicable. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) area expected to serve. Not applicable. c. Water Runoff(including storm water) 1. Describe the source(s) of runoff(including storm water) and method of collection, and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water will be collected by roof drains and catch basins and will be discharged directly to Lake Washington. Impacts will be mitigated as described in the Mitigation Document section 3c. 2. Could waste materials enter ground or surface waters? If so, generally describe. Not applicable. d. Proposed measures to reduce or control surface, ground, or runoff water impacts, if any: No detention of storm water is proposed or required. 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 wp:141:sepafedw 7 ❑ shrubs ❑ grass ❑ pasture ❑ crop or grain ❑ wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other ❑ water plants: water lily, eelgrass,milfoil,other ❑ other types of vegetation Scotch Broom, weeds 0 b. What kind and amount of vegetation will be removed or altered? All existing vegetation will be removed from'the site. c. List threatened or endangered species known to be on or near the site. None known • • d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site, if any: None proposed. Not applicable. 5. ANIMALS: a. Circle any birds and animals that have been observed on or near the site or are known to be on or near the site: birds: hawk,heron, eagle, songbirds,other mammals: deer,bear, elk,beaver, other fish: bass,salmon, trout,herring,shellfish,other b. List any threatened or endangered species known to be on or near the site. Coho Salmon c. Is the site part of a migration route? If so,explain. Unknown/Not applicable d. Proposed measures to preserve or enhance wildlife,if any: Mitigation for impacts to fisheries will be as described in the Mitigation Document section 4c. 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. wp:141:sepafedw O o Electric energy will be used to provide heating and cooling for the project. Natural gas may also be used for heating. b. Would your project affect the potential use of solar energy by adjacent properties? .If so, generally describe. • A shading study was conducted regarding the impacts to the Park property to the east, and is summarized in the Supplemental Environmental Impact Statement in section 3,page 153. 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: Building construction will comply with the Washington State Energy Code. 7. ENVIRONMENTAL HEALTH • a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion, spill, or hazardous waste,that could occur as a result of this proposal? If so, describe. Removal of asbestos from the Steanz Plant will be required prior to demolition. All work will be conducted in compliance with applicable MTCA and PSAPCA standards. This was evaluated in the SEIS and no mitigation was required. 1. Describe special emergency services that might be required. Not applicable. 2: Proposed measures to reduce or control environmental health hazards,if any: Not applicable. b. Noise 1. What types of noise exist in the area which may affect your project(for example: traffic, equipment operation, other)? Interstate I-405 is approximately '/mile from the site. Also the adjacent Boeing industrial facility is a noise generator. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic, construction, operation, other)? Indicate what hours noise would come from site. Pile driving activities and heavy equipment operation during construction will generate noise on a short term basis. wp:141:sepafedw 9 • • 3. Proposed measures to reduce or control noise impacts,if any: Mitigation measures were evaluated in the SEIS and will comply with the Mitigation Document requirements section 5c. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is currently the location of a decommissioned power plant (industrial). To the west is die Boeing manufacturing plant(industrial), to the east is Gene Coulon Park, to the south is an electrical substation and storage yard (industrial). b. Has the site been used for agriculture? If so,describe. No. c. Describe any structures on the site. Existing concrete power plant building approx. 114,000 sf, existing metalwarehouse building approx. 14,000 sf miscellaneous outbuildings • d. Will any structures be demolished? If so,what? All existing structures will be demolished. e. What is the current zoning classification of the site? Center Office Residential-3 f. What is the current comprehensive plan designation of the site? Center Office Residential g. If applicable,what is the current shoreline master program designation of the site? Urban Environment h. Has any part of the site been classified as an"environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Between 2000 and 3000 people will live and work at Southport. wp:141:sepafedw 10 j. Approximately how many people would the completed project displace? The existing Steam Plant has been decommissioned and only 4 or 5 people still work there who would be displaced. k. Proposed measures to avoid or reduce displacement impacts,if any: No significant unavoidable adverse impacts were identified in the SEIS. 1. Proposed measures to ensure the proposal is compatible with existing and project land uses and plans,if any: All aspects of the site plan have been crafted to comply with all known land use codes and policies. No specific mitigation measures are warranted. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle,or low-income housing? Approximately 394 high income housing units will be built. b. Approximately how many units,if any,would be eliminated? Indicate whether high, middle,or low-income housing? No housing will be eliminated. c. Proposed measures to reduce or control housing impacts,if any: No significant unavoidable adverse impacts were identified in the SEIS. 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 tallest building will be 125 feet above grade and the principal exterior materials are glass and brick or metal panels. b. What views in the immediate vicinity would be altered or obstructed? No significant view corridors exist in the vicinity of the site. New buildings will alter the view to the lake from the Boeing parking lot to the south and from I-405 to the southeast. Some impacts to the park are anticipated. c. Proposed measures to reduce or control aesthetic impacts, if any? Adverse impacts will be mitigated as required in the Mitigation Document, section 9c. wp:141:sepafedw = 11 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light will likely emanate from the site at night from resident and office windows and street and pedestrian pathway lighting. Some glare may develop from building elements reflecting sun light. b. Could light or glare from the finished project be a safety hazard or interfere with views? No, this is not anticipated. • c. What existing off-site sources of light or glare may affect your proposal? The Boeing facility to the west is a source of light and glare. d. Proposed measures to reduce or control light and glare impacts,if any: Adverse impacts will be mitigated as required in the Mitigation Document, section 9c. 12. RECREATION • a. What designated and informal recreational opportunities are in the immediate vicinity? Gene Coulon Park b. Would the proposed project displace any existing recreational uses? If so, describe. No/Not applicable. c. Proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: No significant unavoidable adverse impacts were identified in the SETS. 13.HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for,national, state, or local preservation registers known to be on or next to the site? If so, generally, describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts, if any: wp:141:sepafedw 12 None/Not applicable. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe the proposed access to the existing street system. Show on site plans, if any. Lake Washington Boulevard b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? Transit service is available within 1 block of the site. The Renton Transit Center is approximately 1 mile away. c. How many parking spaces would the completed project have? How many would the project eliminate? Approximately 2945 parking stall will be provided in the new project. Previously the site has been used for parking of fleet vehicles and approximately 75 to 100 spaces will be eliminated. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so, generally describe(indicate whether public or private). Improvements to Lake Washington Boulevard and the site access road shared with the park are proposed. e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transportation? If so, generally describe. A future connection with a commuter ferry on the lake is contemplated. The Renton Municipal airport is approximately '/-?mile to the west. Burlington Northern rail lines run at the eastern border of the site. f. How many vehicular trips(two-way)per day would be generated by the completed project? If known,indicate when peak volumes would occur. A peak pm trip rate of between 1061 and 1355 trips was identified in the SEIS. g. Proposed measures to reduce or control transportation impacts,if any. Mitigations as described in the Mitigation Document, section 10c will be implemented. 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. wp.141:sepafedw 13 An increased need for fire and police protection, and an increase in school enrollment are anticipated. b. Proposed measures to reduce or control direct impacts on public services,if any. No significant adverse impacts to these public services were identified in the SEIS. Mitigations described in the Mitigation Document sections 11 c, 12c, and 13c will be implemented. 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 utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Complete preliminary utility plans are attached. C. SIGNATURE I,the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of nonsignificance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printe . Rex Allen, Project Manager SECO Development Date: December 15, 1999 • wp:141:sepafedw 14 D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS Because these questions are very general,it may be helpful to read them in conjunction with the list of 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 rate 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: 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: wp:141:sepafedw 15 7. Identify,if possible,whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. wp:141:sepafedw • --O E O T.E C H_ April 9, 1999 CONSULTANTS, INC. • • JN 99037 13256 NE 20th Street,Suite 16 Bellevue,WA 98005 (425)747-5618 • . FAX(425)747-8561 Seco Development • F tI-;. ;;T 10843 Northeast 8th Street, Suite 200 CiTY U6"E'e i;;C 1 Bellevue,•Washington 98004EEC 2 f Attention: Jack Pauuw 177127. L2r • Subject: Transmittal Letter—Geotechnical Engineering Study Proposed Southport Mixed-Use Development • 1101 Lake Washington Boulevard North Renton, Washington • Dear Mr. Pauuw: We are pleased to present this geotechnical engineering report for the Southport mixed-use development to be constructed in Renton, Washington. The scope of our work consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations, retaining walls, and pavements. This work was authorized by your acceptance of our proposal, P-4797, dated January 28,.1999. You verbally approved additional subsurface explorations in accordance with our memo • dated March 3, 1999. • The subsurface conditions of the proposed building site have been explored with five test borings, eight cone penetrometer tests, and numerous shallow test pits. The explorations encountered deep deposits of alluvial soils overlying dense to very dense sands. Deep foundations will be required for.the planned structures to limit post-construction settlement. A number of different deep • foundation systems are feasible for the site. The existing piles beneath the power plant could be reused to support the new construction, if they are found to be sound above the water table. Slabs can be constructed on-grade where noticeable settlement relative to the foundations is acceptable. Pavements should be underlain by at least 12 inches of either imported granular structural fill or on- site,soil that is chemically-treated with kiln dust or cement. Deep excavations, such as for utilities, will likely require dewatering and temporary shoring. The excavated soils will only be reusable as structural fill if it is possible to moisture condition them by aeration during hot weather, or by the use•of chemical additives. Seco Development JN 99037 April 9, 1999 Transmittal Page—Page 2 The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. • Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Associate cc: Cary Kopcynski and Company— Kevin Wilger MRM: alt • • GEOTECH CONSULTANTS.INC. GEOTECHNICAL ENGINEERING STUDY • Proposed Southport Mixed-Use Development 1101 Lake Washington Boulevard North Renton,Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Southport mixed-use development in Renton. The Vicinity Map, Plate 1, illustrates the general location of the site. Development of the property is in the planning stage, and detailed plans were not available to us at • the time of this report. Based on the conceptual development plans and discussions with representatives of Seco Development, we anticipate that the property will be developed with numerous multi-story buildings. These structures will contain a mixture of residential, retail, and commercial space. We understand that all current structures on the site, including the old power plant, will likely be demolished. The locations and final uses of the buildings are still being evaluated. However, we anticipate that multi-family residential construction will occupy the • northeastern and southeastern portions of the site. These structures will likely consist of four floors of living units over one or two floors of parking. The commercial buildings that will occupy the remainder of the site will probably be taller, but may also contain parking garages. Basements are not expected beneath the buildings. A 3-story parking garage is planned for the southwestern portion of the site. Open space and landscaped areas will be scattered throughout the development, with a potential promenade along the waterfront area. The main entrance to the property will still be from Lake Washington Boulevard North, at the southeast tip of the site. Site roads will loop between the buildings. It is anticipated that final site grades will be near, or above, the existing ground surface elevations. SITE CONDITIONS Surface The site is a large, irregularly-shaped parcel located on the south end of Lake Washington. The property is bounded to the east by Gene Coulon Park, to the west by Boeing property, and to the southeast by Lake Washington Boulevard North. Until recently, this property was utilized by Puget Sound Energy as the Shuffleton power generation plant. The existing plant, which is a large, concrete building housing oil-fired burners and steam turbines, is situated in the center of the site. Based on available documents, this building is supported on driven timber piles that extended -to - depths of 65 to 75 feet. Smaller structures, including a pumphouse, several outbuildings, and a storage warehouse, are the other remaining buildings. Two large above-ground storage tanks for bunker oil have been removed from the northwest portion of the site. The 2 to 3 feet of gravelly sand fill that had been placed beneath these circular tanks remained at the time of our field work. Berms of soil and shallow excavations, resulting from' recent environmental investigations and clean-up of near-surface contaminated soil, were scattered around the property. The Site Exploration Plan, Plate 2, illustrates the general location of existing structures on the property. The ground surface over the property is generally flat and at an elevation of.3 to 4 feet above the current level of Lake Washington. On the north half of the site, the ground is generally bare soil, GEOTECH CONSULTANTS, INC. . Seco Development JN 99037 April 9, 1999 Page 2 while the southern half is covered with asphalt or gravel. Based on a 1929 plan, the old lake shore was located only slightly north of the pumphouse. The area south of the development site remains in use by Puget Sound Energy as a storage yard for transformers and other electrical-related apparatus. A large substation is situated immediately south of the control house. High-voltage overhead power lines extend east to west along the south side of the substation and the southern edge of the southeastern "leg" of the development site. Subsurface The subsurface conditions were explored by drilling five test borings, then completing eight Dutch cone penetrometer tests at the approximate locations shown on the Site Exploration Plan, Plate 2. Additionally, we have observed the near-surface conditions exposed in several test pits and ditches that have been excavated at scattered locations around the site. . The field exploration program was based upon the proposed construction and required design criteria, the subsurface conditions revealed during excavation, and the scope of work outlined in our proposal and addendum memorandum. •The borings were drilled on February 16 through 20, 1999, using a truck-mounted auger drill. The initial boring, Boring 1, was started using hollow-stem auger methods. However, significant soil heave was encountered at a relatively shallow depth, so all borings had to be completed using mud rotary techniques. - Samples were taken at 5-foot intervals with a standard penetration sampler. This split-spoon sampler, which has a 2-inch outside diameter, is driven into the soil with a 140- pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical engineer from our staff observed the drilling process, logged the test borings, and obtained:representative samples of the soil encountered. The Test Boring Logs are attached as Plates 3 through 18. The cone penetrometer tests were completed on March 15 throu.gh 18, 1999. These explorations were conducted using a Dutch cone, which is a static cone, with no pore water pressure measurements taken. At each sampling depth, the resistance to the cone's penetration was measured, then the friction sleeve was pushed downward to determine the frictional soil resistance at that depth. The penetration resistance is an indication of the soil's density, while the friction ratio corresponds to the gradation of the soils The logs for the cone penetrometer tests are attached as Plates 19 through 26. The soils that underlie the site and vicinity were deposited by rivers and streams that have meandered through the Renton valley since the recession of the Vashon Glacier, over 10,000 years ago. The composition and density of these alluvial soils vary widely, depending on the velocity of the flowing water that deposited it. Fine-grained, silty or organic soils can often be found in old oxbows and lakes that have been covered over by subsequent deposits. The Preliminary Geologic Map of Seattle and Vicinity (Waldron, et. al., 1962) maps the near-surface geology to consist of modified land, which has been leveled by past cutting and filling. The near-surface soils encountered in the explorations consist of loose, silty sand to sandy silt of varying color and organic content. This soil appears to primarily be fill. Pieces of wood and other small debris were observed in these loose soils. Underlying the fill is interbedded sands and silt that vary in gradation and silt content with depth. These alluvial soils are typically loose. However, • GEOTECH CONSULTANTS,INC. Seco Development JN y iusi April 9, 1999 Page 3 within the alluvial soils are layers of sand and silty sand that have been placed by faster flowing water and are denser. The thickness and density of these layers varied substantially between the explorations. Generally, there is a medium-dense to dense layer 10 to 20 feet thick occurring at a depth of 40 to 70 feet. Dense to very dense sands were encountered below a depth of 130 to 135 feet in the explorations on the north half of the property. This dense soil was revealed below a depth of 90 to 95 feet on the southern portion of the site. The conditions revealed by our explorations are generally similar to those that have been encountered in borings we previously conducted for office and commercial buildings located south of the site. These explorations also found variations in the thickness and depth of the denser sand layers. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. If a transition in soil type occurred between samples in the borings and cone penetrometers, the depth of the transition was interpreted.. The relative densities and moisture descriptions indicated on the logs are interpretive descriptions based on the conditions observed during drilling. Groundwater Groundwater seepage was observed at a depth of 3 to 10 feet in the explorations. With the exception of Boring 1, it was difficult to accurately measure the depth to groundwater in the borings, as the boreholes had to be filled with bentonite drilling mud to prevent heaving of the sands. However, shallow test pits and explorations consistently reveal a static water table occurring at a depth of 3 to 4 feet below the ground surface. The depth to groundwater will likely vary with rainfall and other factors, but the water table should be generally at an elevation similar to the level of Lake Washington, with a possible slight slope down toward the lake. CONCLUSIONS AND RECOMMENDATIONS General The explorations completed on the site encountered loose fill overlying deep deposits of alluvial sands and silts. These soils are moderately compressible, and the use of conventional footings is unacceptable, due to the excessive post-construction foundation settlement that would result. Deep foundations embedded into the shallower, medium-dense to dense sand layers, or the deeper, dense to very dense sands should be utilized to support the planned buildings. A variety of deep foundation systems could be utilized on this project site. Driven timber piles embedded into the shallower medium-dense to dense layers could be used to support lighter foundation loads. Higher capacities can be achieved by augercast concrete piers or driven piles embedded into the deeper dense to very dense sands. The use of driven piles is preferable over augercast piers, due to the variable depth and density of the bearing layers. Driven grout piles and steel pipe piles allow GEOTECH CONSULTANTS.INC. Seco Development JN 99037 April 9, 1999 Page 4 the most flexibility, as they can be extended as necessary to achieve the sufficient driving resistance for the design capacities. • Regardless of the foundation type that is chosen, we recommend that a series of indicator piles be installed prior to starting driving of production piles. The pile hammer or drilling equipment used to install the indicator piles should be the same as what will be used during the remainder of the project. Two load tests should be completed on each type of pile or pier that is planned to be used. The purpose of these load tests is to correlate the results of the indicator piles with allowable design capacities. The deep foundation contractor's scope of work should include the completion of the load tests and indicator piles. Depending on the results of the indicator load tests, it may be possible to increase the allowable capacities beyond what are presented later in this report. • The timber piles that underlie the existing power plant can be reused to support new construction. In order to verify their suitability to support the capacities presented in the Driven Timber Piles section, we recommend the following: • Expose the tops of several of the piles down to the level of the water table to observe the piles for indications of rot. The soundness of the piles should be verified by the structural engineer. • Complete one load test on an existing timber pile. • We understand that these existing piles may support only a portion of a new building. If this is the case, then a small amount of differential settlement can be expected between sections supported on the new and existing deep foundations. The existing piles have already been subjected to loading, while the new piles would undergo some compression and settlement when the building loads are applied. We anticipate that the differential settlement will be less than approximately one-half inch, which should not result in significant structural distress. This differential movement may, however, create some cosmetic cracks in walls and finishes that span the transition between the existing and new piles. For this reason, the transition.should be designed to occur between rooms, where the differential settlement will be less noticeable. On-grade slabs can be used where differential settlement relative to the foundations is acceptable. The Slabs-on-Grade section should be reviewed for considerations related to these elements. If floor settlement and cracking is not permissible, then the slabs should be supported on the deep foundations: •The loose, silty condition of the existing near-surface soils makes them susceptible to softening under repeated traffic loads. To improve pavement performance, we recommend that at least 12 inches of imported granular structural fill, or 12 inches of chemically-treated on-site soils, be utilized beneath the base material. A significant geotechnical consideration for development of this site is the overly moist to wet condition of the silty soils. Based on our observations, and the results of our laboratory tests, the moisture contents of the on-site soils are significantly above optimum. These fine-grained, silty soils are sensitive to moisture, which makes them impossible to adequately compact when they have moisture contents even 2 to 3 percent above their optimum moisture content. The 'reuse of the on-site soils as structural fill will only be successful during hot, dry weather. Aeration of each loose lift of soil will be required to dry it before the lift is compacted. Alternatively, the soil could be GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 5 chemically dried by adding lime, kiln dust, or cement. Regardless of the method of drying, the earthwork process will be slowed dramatically. The earthwork contractor must be prepared to rework areas that do not achieve proper compaction due to high moisture content. Utility trench backfill in structural areas, such as pavements, must also be dried before it can be adequately compacted. Improper compaction of backfill in utility trenches and around control structures is a common reason for pavement distress and failures. Imported granular fill will be needed wherever it is not possible to dry the on-site soils sufficiently before compaction. It is likely that most utility backfill will need to be imported. The presence of loose, near-surface soils and a shallow groundwater table will make deep excavation difficult. Excavations extending near or below, the water table will likely require temporary shoring and dewatering. Due to the relatively flat grade of the site, it is not likely that a substantial amount of erosion will occur. However, in order to minimize the potential impacts of silt and mud on Lake Washington and the neighboring Gene Coulon Park, we recommend the following: • Erect a silt fence along the north and east sides of the site prior to beginning major earthwork. • Maintain the existing asphalt pavement wherever possible to reduce the amount of bare soil. • Provide a truck-washing facility to limit the amount of soil carried onto surrounding streets. We anticipate that Geotech Consultants, Inc. will be involved during the plan development and construction stages. This will allow us to provide additional recommendations as necessary to deal with site conditions and to verify that appropriate results are achieved during foundation construction and site earthwork. Driven Timber Piles The lighter building loads may be supported on sound, pressure-treated timber piles driven into the uppermost layer of medium-dense to dense sands. The piles should conform to the specifications outlined in the Uniform Building Code (UBC) for end-bearing piles. Timber piles should have a minimum tip diameter of 8 inches, and they should be placed no closer than three pile diameters, center-to-center. An allowable compressive pile capacity of 25 tons can be used for piles driven to refusal. This capacity can also be utilized for the existing timber piles that underlie the power plant. Assuming 5 feet of penetration into medium-dense to dense sand, an allowable uplift capacity of 10 tons can be utilized in the design. Refusal is defined as 25 blows per foot for the last 1 foot of driving, when driven with a hammer that has a rated energy of 15,000 foot-pounds. Different refusal criteria would need to be developed for larger pile driving hammers. The piles should be marked in 1-foot increments to facilitate the recording of blow counts during the driving process. Refer to the General section for considerations related to test piles and pile load tests. GEOTECH CONSULTANTS, INC. Seco Development . JN 99037 April 9, 1999 Page 6 We anticipate that timber piles that are driven to refusal will have total or differential settlements on the order of one-half inch. Lateral loads due to wind or seismic forces may be resisted by the piles and by passive pressure on the grade beams. Assuming an allowable lateral deflection. of 0.5 inches at the pile head, and a fixed-head condition, we estimate that each vertical pile will have a lateral capacity of 2 tons. Additional lateral load resistance will be provided by structural fill exerting passive earth pressures on the grade beams. This resistance can be assumed to be equal to that pressure exerted by a fluid that has a density of 300 pounds per cubic foot (pcf). A safety factor has not been applied to this value, which assumes that the fill is compacted to at least 90 percent of the maximum Modified Proctor dry density. . Augercast Concrete Piers Augercast piers are installed using continuous flight, hollow-stem auger equipment. We recommend that all augercast piers be embedded into the dense to very dense sands, and not into the shallower, medium-dense to dense layers. Concrete grout must be pumped continuously through the auger as it is withdrawn. . We recommend that augercast piers be installed by an experienced contractor who is familiar with the anticipated subsurface conditions and drilling depths. We recommend that the following capacities be assumed for an embedment of 10 feet into dense to very dense sands: • Pier Diaineter. �Allowable.Co►iipressive:.`: Allowable_Upliftv' -'Ca acity(tons) Ca acit tons 16 75 20 18 90 23 The allowable compressive capacities account for potential downdrag in the shallower sand layers as the underlying silt soils consolidate over time. For transient loading, such as wind or seismic loads, the allowable pier capacities may be increased by one-third. We can provide design criteria for different pier diameters and embedment lengths, if greater capacities •are required. The minimum center-to-center pier spacing should be three times the pier diameter. Refer to the General section for considerations related to test piers and load tests. We estimate that the total settlement of single piers installed as described above will be on the order of one-half inch. Most of this settlement should occur during the construction phase as the dead loads are applied. The remaining post-construction settlement would be realized as the live- loads are applied. We estimate that differential settlements over any portion of the structures • should be less than about one-quarter inch. • We recommend reinforcing each pier its entire length. This typically consists of a rebar cage extending a portion of the pier's length with a full-length center bar. The maximum moment for each pier can be assumed to occur at a depth of 14 feet below the ground surface, with a point of fixity (zero deflection) at a depth of 19 feet. Lateral loads due to wind or seismic forces may be resisted by the piles and by passive pressure on the grade beams. Assuming an allowable lateral deflection of 0.5 inches at the top of the•pier, and a fixed-head condition, we estimate that each vertical pier can be assumed to have a lateral capacity of 6 tons. Additional lateral load resistance GEOTECH CONSULTANTS,INC. • Seco Development JN 99037 April 9, 1999 • Page 7 • will be provided by structural fill exerting passive earth pressures on the grade beams. This resistance can be assumed to be equal to that pressure exerted by a fluid that has a density of 300 pcf. A safety factor has not been applied to this value, which assumes that the fill is compacted to at least 90 percent of the maximum Modified Proctor dry density. • Driven Grout Piles or Steel Pipe Piles Driven grout piles are a proprietary system installed by DeWitt Construction. The process involves driving a steel "boot" into the ground utilizing a pipe mandrel. As the boot is driven, grout is pumped through the mandrel to maintain an open hole. Upon reaching the defined refusal-driving rate, the mandrel is withdrawn while grout is pumped into the resulting open shaft. A rebar cage is then installed into the resulting grout column. The allowable compressive capacity will depend on the pile diameter and driving criteria, but allowable loads of at least 120 tons have been achieved on recent projects in the Renton area. The allowable lateral and uplift capacities would depend on the pile diameter, depth of embedment into dense to very dense sands, and the amount of reinforcing used. We can assist with determining these capacities if this type of deep foundation system is utilized. Steel pipe piles should have a minimum outside diameter of 10 inches and would likely need to be • driven open-ended to more easily penetrate the shallower medium-dense to dense layers. Additional sections of pipe would be added and welded together as necessary to reach the dense to very dense sands. A wide variety of pipe diameters could be utilized, and the final driving criteria would need to be established once a hammer size is chosen. The following table summarizes allowable design capacities for two different pipe sizes: '-.' Allowable Allowable > ' Pile Diametcr%Wall Compressive Capacity - • :iUplift.capacity.;. %Thickness"n ches( ie tons. ) 12/0.25 70 15 • 14/0.50 90 17 • An allowable lateral load of 4 tons and 6 tons, can be assumed for 0.5 inches. of horizontal • deflection at the tops of a 12-inch-diameter and 14-inch-diameter steel pipe pile, respectively. As. with driven timber piles and augercast piers, passive earth pressure from structural fill placed against grade beams can be utilized to provide additional lateral load resistance. An ultimate (no safety factor) passive resistance of 300 pcf can be assumed for this passive resistance. The structural fill must be compacted to at least 90 percent relative compaction. — • • Seismic Considerations The site is located within Seismic Zone 3, as illustrated on Figure No. 16-2 df the 1997 Uniform Building Code (UBC). In accordance with Table 16-J of the 1997 UBC, the site soil profile is best represented by Soil Profile Type SE (Soft Soil). GEOTECH CONSULTANTS,INC. .Seco Development JN 99037 April 9, 1999 r Page 8 Liquefaction The site is underlain by loose, saturated, alluvial soil consisting of silty sand, sand, and sandy silt. Current geotechnical analyses indicate that these soils have a moderate to high potential for liquefaction during a large earthquake. However, it is not possible to accurately predict where, and to what extent, soil liquefaction will occur during a large earthquake. It is therefore prudent to assume that soil liquefaction could occur beneath the site. The use of deep foundations is currently the best technology available for reducing the potential settlement and structural damage that could result from seismic liquefaction. The deep foundations should prevent catastrophic foundation settlement during a large earthquake, limiting the risk to the occupants of the buildings. The grade beams that will interconnect the piles or piers should improve the performance of the buildings in the event of seismic liquefaction, by spanning across areas of increased pile settlement or lateral movement. Slabs-on-Grade Slab-on-grade o ' nl foundations is acceptablefloorscan over be theutilized long-term.where fl Ifor this issettlement not permissible,ofoeto floor2inches slabs will needativeto to bethe supported by the deep foundations. We strongly recommend that on-grade slabs be reinforced with steel bars to reduce, but not.prevent, cracking from differential settlement. Where on-grade slabs and walkways meet doorways, they should be doweled into the grade beams. This allows the slab to "ramp" down and away from the foundation, reducing the potential for a downset at a door threshold, which could cause a trip hazard. The subgrade soil beneath on-grade slabs must be in a firm, non-yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. All interior slabs-on-grade should be underlain by a capillary break or drainage layer consisting of a. minimum 4-inch thickness of coarse, free-draining structural fill with a gradation similar to that discussed later in Permanent Foundation and Retaining Walls. In areas where the passage of moisture through the slab is undesirable, a vapor barrier, such as a 6-mil plastic membrane, should be placed beneath the slab. Additionally, sand should be 'used in the fine-grading process to reduce damage to the vapor barrier, to provide uniform support under the slab, and to reduce shrinkage cracking by improving the concrete curing process. Permanent Foundation and Retaining Walls No tall foundation or retaining walls are anticipated. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. Conventional concrete retaining walls would be supported on deep foundations to prevent excessive settlement and cracking. The following recommended design parameters are for walls that restrain level backfill: GEOTECH CONSULTANTS,INC. Seco Development - JN 99037 April 9, 1999 Page 9 Active Earth Pressure* 40 pcf Soil Unit Weight 130 pcf Where:(i)pcf is pounds per cubic foot,and(ii)active and passive earth pressures are computed using the equivalent fluid pressures. "For a restrained wall that cannot deflect at least 0.002 times its height,a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. • The values given above are to be used to design permanent foundation and retaining walls only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners in the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. • • Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well-compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher soil•forces that occur during compaction. Retaining Wall Backfill Backfill placed behind retaining. or foundation walls should be coarse, free-draining, structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The sub-section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 10 The above recommendations are not intended to waterproof below-grade walls. The performance of any subsurface drainage system will degrade over time. Therefore, if some future moist conditions or seepage through the walls are not acceptable, waterproofing should be provided. This typically includes limiting cold joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion is not considered waterproofing, but will only help to prevent moisture, generated from water vapor or capillary action, from seeping through the concrete. Excavations and Slopes No excavated slopes are anticipated other than for utility trenches and excavations for foundations. Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 3 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. Based upon Washington Administrative Code (WAC) 296, Part N, the soil above the water table at the subject site would be classified as Type C. Therefore, temporary cut slopes greater than 3 feet in height cannot be excavated at an inclination steeper than 1.5:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. It is important to note that excavations extending below the water table will require shoring and temporary dewatering in order to maintain worker safety. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Utility contractors should be made especially aware of this potential danger. Fill slopes should not be constructed with an inclination greater than 2:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This could be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. -Drainage Considerations Foundation drains should be utilized around the perimeter of the structures and at the base of all earth-retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non-woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. Underslab drains buried in a 9- to 12-inch layer of gravel should be included where the floor elevation will be close to the expected high groundwater level. We can provide recommendations for interior drains, should they become necessary, during excavation and foundation construction. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 27. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. GEOTECH CONSULTANTS.INC. Seco Development - J N 99037 April 9, 1999 Page 11 Final site grading in areas adjacent to the buildings should slope away at least 2 percent, except where the area is paved. Pavement Areas The pavement section can be supported over the existing loose fill and alluvial soils, provided at least 12 inches of properly-compacted structural fill is provided beneath the crushed rock base or asphalt-treated base (ATB). This 12-inch layer of structural fill could consist of imported granular soil, or on-site soil that has been treated with kiln dust or cement to increase its strength. Because the site soils are silty and moisture sensitive, we recommend that the pavement subgrade be in a stable, non-yielding condition at the time of paving. Granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas. To evaluate pavement subgrade strength, we recommend that a proof-roll be completed with a loaded dump truck immediately before paving. In most instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill and fabric could be required. Recommendations for the compaction of structural fill beneath pavements are given in a later sub-section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly-loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over.4 inches of crushed rock base.(CRB) or 3 inches of asphalt-treated base (ATB). We recommend providing heavily-loaded areas with 3 inches of AC over 6 inches of CRB or 4 inches of ATB. Heavily-loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. • The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful..in. similar situations. As with any pavements that are underlain by loose, compressible soils, some maintenance and repair of limited areas can be expected as the pavement ages. This is most likely to be necessary over utility trenches, around buried control structures, such manholes and vaults, and in areas of heavy truck or bus traffic. To provide for a design without the need for any repair would be uneconomical. General Earthwork and Structural Fill All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is.defined as any fill placed under a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. GEOTECH CONSULTANTS,INC. Seco Development • --. J N y' ui i April 9, 1999 Page 12 The allowable thickness of the fill lift will.depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift: The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not compacted to specifications, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: • FIIPla'crnc`t:rz Beneath slabs or 95% • walkways Behind retaining walls 90% 95%for upper 12 inches of Beneath pavements • subgrade; 90% below that level. Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557-78(Modified Proctor). • • Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content. of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. • LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the explorations are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. • Unanticipated soil conditions are • commonly encountered on such larger construction sites. Subsurface, conditions can also vary between exploration locations. Such unexpected•conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Seco Development, and its representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. • GEOTECH CONSULTANTS,INC.. JCGU LJCVCIU'JIIICIII J IV y`7UJ I April 9, 1999 Page 13 ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation, construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the • • supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements will be the responsibility of the contractor. The following plates are attached to complete this report: . Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 18 Test Boring Logs Plates 19 - 26 Cone Penetrometer Logs Plate 27 Typical Footing Drain Detail Plates 28 and 29 Grain Size Analyses We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. • „ jr ea'�. 21h45 `ZONAL. I y/9/7 EXPIRES 10lZ.g7 1 Marc R. McGinnis, P.E. 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Legend I. n Approximate Location of Existing Building. `.�'...:s. �r 0 B-4 Approximate Location of Test Boring ay�J�o - (Geotech Consultants, Current Study) G-A 0 CPT-1 Approximate Location of Cone Penetrometer �# �\e • Test(Geotech Consultants, Current Study) �,o SITE EXPLORATION PLAN GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington t -s Job No: Date: Plate: 99037 March 1999 2 o BORING 1 45 � �o 4 5a� ��V Description v Gravel Dark brown,gravelly SAND, fine-to medium-grained, moist, loose - becomes wet 5 — 5 Ito SP _ - • 10 — • 1 2 m Dark gray, silty SAND, fine-to medium-grained,wet, very loose SM 1aaa_ Light gray SILT, low plasticity, wet, very loose 15 — 1 3 1 ML 1 II - becomes gray-green Light gray, gravelly SAND, medium-to coarse grained, wet, loose 20 — 8 4I 25 — 1 6 5 SP • 30 — 4 6 E - becomes very loose • Light gray to brown, slightly sandy SILT, low plasticity, wet, very loose 35 2 7M ML 40-- BORING 9 IS CONTINUED ON NEXT PAGE, PLATE 4 BORING LOG .., GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: I Plate: l 99037 February 1999 I SES 3 oti BORING 1 continued �� ,��< �y �o tie .0, 4c) e,,0ti,,)o �2, �a�4 ��G Description _ 4 8 Dark gray SAND, medium-grained, wet, very loose SP 45 _ 2 9 - contains some silt layers 50 M=29.o% 25 10M ': :: : • Light gray, silty SAND, fine-to medium-grained, wet, medium- dense SM 55 — 25 11 N Dark gray SAND, fine-to medium-grained, wet, medium-dense. ISP 11 60 — Light gray, silty SAND with interbedded silt layers, fine-to medium- M=21.9% 20 121i grained, wet, medium-dense • • 65 -- 19 13g — 70 ISM M=43.1% 2 14 - becomes very loose i - 75 — 15 15 80 — BORING 1 IS CONTINUED ON NEXT PAGE, PLATE 5 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: 'Date: Logged by: I Plate: 99037 February 1999 SES 4 o BORING 1 continued 42.0o' A�a���4tio 4�� 5° � �5G Description 2 16 I I 1 I I Light gray SILT, low plasticity, wet, very loose MLI illiII r j SM' Light gray, silty SAND interbedded with silt layers, fine-to medium- 85 _ 25 17 ;I:1:1: 1: grained, wet, medium-dense Bluish-gray SILT, low plasticity,wet, medium-dense ML 90 — I II 25 18 I Light gray, silty SAND interbedded with sand layers, fine-to medium- grained, wet, medium-dense • 95 33 19 1 SM - becomes'dense 100 — 2 20 - becomes very loose _ Light gray, clayey SILT, medium-plasticity, wet, soft 105 — 2 21 � — ML • 110 - 2 22 r - sand lenses noted sP Light gray GRAVEL, wet, very loose 115 4 23M , Light gray, clayey SILT, low plasticity, wet, soft 120 — BORING 9 IS CONTINUED ON NEXT PAGE, PLATE 6 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,1NC. Renton, Washington Job: Date: Logged by: I Plate: 99037 February 1999 SES 5 0 BORING 1 continued eN' �p,'0' acv12 tio1y i% Q\2 `�co� `�,Saro Q 5a� �5cv Description ' _ 2 21 11 1 Light gray, slightly clayey SILT, low plasticity, wet, soft ML 125 -- '1 M=43.5% 2 25 0 • Light gray, slightly silty SAND, fine-grained, wet, medium-dense to dense • 130 M=23.4% 56 26 0 135 — 19 271 SP SM 140 — 34 28 i - becomes fine-to medium-grained 145 55 29 - becomes very dense 150 — 50 30 r% _ r" i * Test boring was terminated at 151.5 feet during drilling on February 16 & 17, 1999. * Groundwater seepage was encountered at 3 feet during drilling. 155 — . 160 -- BORING LOG �, 4 GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington1,____t____ I Job: Date: Logged by: Plate: 99037 February 1999 SES I 6 �� 5 00 BORING 2 � otiP�ti0 Description Gravel over Light brown, sandy SILT with gravel, low plasticity, moist, loose (FILL) FILL 5 Push 111 Dark brown, sandy SILT interbedded with sand layers, very moist, very I ML loose I 10 - 4 2 . Light gray SAND with gravel, medium-to coarse grained, wet, loose o 15 : 10 3 20r— 7 4 • 25 — 4 5 I SP 1 - becomes fine-to medium-grained 30 : Push 6 35 — 6 7 BORING 2 IS CONTINUED ON NEXT PAGE, PLATE 8 BORING LOG GEOTECH 1101 Lake Washington Boulevard North ~" CONSULTANTS,INC. Renton, Washington ifs.A _, Job: Date: (Logged by: Plate: �' �� 99037 February 1999 SES 7 ti BORING 2 continued 9g44 4S'3" ti° 5° 4 �5G Description _ 11 8 - some gravel noted, medium-dense .- SP 45 -- 8 9 I - becomes loose 'I "' Light gray, silty SAND interbedded with silt layers, fine-to medium- - SM grained, very wet, loose 111* 50 M=so.s/ 2 10 + Light brownish-gray, slightly sandy SILT, low plasticity, interbedded with sand layers, wet, very loose r � ' 55 — 3 111 ML - no sand layers 60 — 40 121 II Light gray SAND, fine-to medium-grained, wet, dense ISP1 65 _ 2 13 g ; Light brownish/greenish-gray, slightly sandy SILT, low plasticity, wet, _ very loose ML 70 — 24 14 Light gray SAND,fine-to medium-grained, wet, medium-dense SP 75 — 4 15 g Greenish-gray, slightly sandy SILT, low plasticity, wet, very loose ML ISM Gray, silty SAND interbedded with sand layers, fine-to medium-grained, wet 80 — BORING 2 IS CONTINUED ON NEXT PAGE, PLATE 9 • BORING LOG GEOTECI3 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington _ Job: Date: Logged by: Plate: 99037 February 1999 SES 8 5 aoti F3ORING 1 continued � ;� a� ti� �o�et4 4� � 5 � � 4 4t, . 5? Description M=25.4% 41 1611 snn -dense � Iffa' Gray, slightly gravelly SAND, fine-to medium-grained, wet, very dense 85 — 84 17 SP 90 — 18 18 El ML! Light gray, slightly sandy SILT, wet, medium-dense * Test boring was terminated at.91.5;feet during drilling on February 24, 1999. * Groundwater seepage was encountered at 9 feet during drilling. 95 100 — 105 — 110 • 115 — 120 — BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 • SES I 9 oti BORING 3 40a,,eg> 4�t �a�4 �5G - Description Gravel over .. FILL Light brown, silty SAND with some gravel, fine-to medium-grained, very moist, loose (FILL) ,.l I.I.I.I: 5 — Push 1 Light gray, silty SAND, fine-grained, wet, very loose ',f SM - Light gray SAND; medium to coarse-grained, wet, loose 10 � 8 2 15 — • 6 3 � ^. SP 20 - 11 4N • 25 -- 7 5 30 - • — 4 6 M. - becomes fine-to medium-grained 35 — 1 7 I I Light grayish-brown, slightly sandy SILT, low plasticity, wet, very loose ML - becomes sandier • • 40— BORING 3 IS CONTINUED ON NEXT PAGE, PLATE 11 BORING LOG • GE OTE CH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 I SES 10 P"'RING 3 continued ice.$�a �° ��� so1/49 ,� .6SGy Description ' I (continued from previous page) 2 8, 'ill — IML II 45 111 9 Lill Ism Light gray SAND, fine-to medium-grained, wet, medium-dense i I Light gray, sandy SILT interbedded with layers of sand, low plasticity, wet, very loose 50 — Mil 2 101 Light gray, gravelly SAND, medium-to coarse grained, wet, medium- 55 — dense to dense _ 48 11 60 - 34 121 ISP 65 _ 29 131 70 27 14 75 i l r Light gray, silty SAND, fine-to medium-grained, wet, medium-dense 23 SM , I" -I Light greenish gray, slightly sandy SILT, low plasticity, wet, loose 80 — _._._._._._._. _._._._._._._. BORING 3 IS CONTINUED ON NEXT PAGE, PLATE 12 BORING LOG GEOTECH 1101 Lake Washington Boulevard North ,44 CONSULTANTS,INC. Renton, Washington Job: Date: 1Loggedby: Plate: 99037 February 1999 SES 11 o. .-°ORING 3 continued co5`°' Varotie�tio 4� $°e �5G Description M=40.2% 4 16® 1 1 11 (continued from previous page) • • . ML • IIII . ; i 85 — 68 17 SM Light gray, silty SAND, fine-to medium-grained, wet, very dense .,. Light gray, slightly gravelly•SAND, medium-to coarse grained, wet, very dense 90 — 50/5" 18 1 SP . I I. - less gravel . 95 i 73 19 • Light gray SAND,fine-to medium-grained, wet, very dense • 100 = 26 20 i I SM - becomes silty and medium-dense • • 105 - 21 21 I i Light gray, clayey SILT, medium-plasticity, wet, stiff 110 — 2 2211 - becomes soft i ML 115 — . M=40.2% 3 2311 . . • . BORING 3 IS CONTINUED ON NEXT PAGE, PLATE 13 BORING LOG `'I 4` GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. iN . Renton, Washington LI _ — , Job: Date: Logged by: Plate: y 99037 February 1999 . SES _ 12 do 9ORING 3 continued titi. tie� �o��too ti� , ce, �„sp. 4� 4), �5G Description 1 24 (continued from previous page) 125 6 25 - becomes medium-stiff • [ML 130 -- 2 26 - becomes soft ' 135 — 40 27 -' Light gray SAND, fine-to medium-grained, wet, dense 140 -- 52 28 SP ; - becomes coarser, very dense 145 - 57 29 E * Test boring was terminated at 146.5 feet during drilling on February 24&25, 1999. * Groundwater seepage was encountered at 7 feet during drilling. 150 -- 155 -- 160 — BORING LOG -, GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: I Plate: • 99037 February 1999 SES 13 - o� BORING 4 aye` ,� y�40 5 cle5ti� ��acti 4, c-P" �$G Description _ Gravel over FILL Light brown, silty SAND with gravel, extensive organics, fine-grained, very moist, loose (FILL) y Light gray SAND, medium-to coarse grained, wet, loose • 5 -- 5 1 � 10 - 7 2 15 — 6 3 -with some gravel 20 —. - becomes gravelly 8 4 SP • 25 -- 14 5 [ - becomes medium-dense • 30 10 6 I - becomes fine-to medium-grained 35 — 13 7 -with trace of silt Light brown, sandy SILT interbedded with sand layers, low plasticity, _ ML wet, very loose 40 — I.J.!U. ._._._._._.-•-•---•---•-•-•-•-•-•-•-•-•-•= -•-•-•-•-•-•-•-•-----•---•-----•-•-•---•--- - - - _._ _ _ BORING 4 IS CONTINUED ON NEXT PAGE, PLATE 15 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 SES 14 o ORING 4 continued < 5 0 is, � 4 c. .9e' (Sa ° ��< 5°�4 �5G Description M=51.7% 2 8 ' ' (continued from previous page) I , 45 — 6 9 ML - becomes light gray 50 — Light gray, gravelly SAND, medium-to coarse grained, wet, medium- M=22.1/ 27 10B dense 55 - 38 11 becomes dense 60 - 22 12 - becomes fine-to medium-grained, medium dense 65 ^ 13 13 - becomes gravelly 70 — sP 6 14 I - becomes medium-to coarse grained, loose 75 — 28 15 i - becomes medium-dense II M. Greenish-gray, sandy SILT_low plasticity, wet, very_loose 80 — _._ BORING 4 Is CONTINUED ON NEXT PAGE, PLATE 16 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: I Date: Logged by: Plate: 99037 February 1999 SES 15 "ORING 4 continued. a�� 9� �a 5�y Description 5 M=53.1% 3 16 (continued from previous page) IML 85 30 17 ISM Gray, silty SAND,fine-to medium-grained, wet, dense Gray, gravelly SAND, fine-to coarse-grained, wet, very dense 90 -- • 50/5" 181 • ISP j'_ 95 _ 53 191 * Test boring was terminated at 96.5 feet during drilling on February 18, 1999. . * Groundwater seepage was encountered at 4.5 feet during drilling. 100 — • 105 — 110 — 115 — 120 -- . BORING LOG -44GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 SES 16 BORING 5 y4..40 4.°40� �d�4 \yS Description Gravel over FILL Light brown, sandy SILT with some organics, low plasticity, moist,very loose (FILL) :I Light gray, silty SAND, fine-to medium-grained, moist, very loose 5 _ 1 1 ! SM 11 10 -- 7 2 Light gray SAND,fine-to medium-grained, wet, loose 15 18 3 ; -with trace gravel, medium-dense SP 20r 18 4 Light gray, sandy SILT, low plasticity, wet, very loose j . • 25 — i 2 5111 • ML 30 M=41.4% 2 6 35 17 7 Dark gray SAND,fine-to medium-grained, wet, medium-dense SP BORING 5 IS CONTINUED ON NEXT PAGE, PLATE 18 BORING LOG GEOTECI-I 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: 'Date: Logged by: I Plate: 99037 I February 1999 SES 17 'ORING 5 continued �, �t �y{�o ti� ��y��s. 4��rotie�ti° �� 5°�Q JAG Description • 9 8 -with trace gravel, loose 45 - 16 9 I SP I - becomes medium-grained, medium-dense r- 50 -- 3 10 Dark gray SILT, low plasticity,wet, very loose 55 — 3 11 1! ML - becomes olive/greenish-gray 60 2 12 - becomes sandy — i Dark gray, gravelly, silty SAND, medium-to coarse grained, wet, 28 13 medium-dense 65 M=12.9% • i 70 — 40 14 SM - becomes dense to very dense h — i 75 - 53 15 11 11 * Test boring was terminated at 76.5 feet during drilling on February 18 & 19, 1999. 80 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. • Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 SES 18 CPT-1 . Op. • • Y-- Cone Penetration Resistance Soil Interpretation (ton/sq.ft) Friction Ratio(%) • 1 0 100 200 300 400 0 5 10 15 0 � I 0 Gravelly Fill 0 i _ SAND; loose • Z ti{ becomes silty 0 becomes medium—dense 20.__ --- ; -- ` Silty" SAND; medium—dense \ L SAND,' medium—dense n Z 30 — -- — — — --—" — 30 • 40 Depth - ' Sandy SILT; stiff cog 3 ^ Below i � l .1 Ground (0 Z 0 © Surface(ft) 50 L. N • 4. Al pc- .,t) CD )11 eo _-- 1 -- .._..., — -- SO • SAND; dense to very dense 1 • _ Silty SAND, medium—dense = 03' � 70 � -• -- '�--- "_-" 70 a •• becomes leas silty Cyr r-a O 80 80 • Sandy SILT; hard T i . 1 CO , A • " SAND; very dense fo ai Z CI—, y • CPT-2 • kW � . .__...._. . ---_ --- -------------._.-------- • Cone Penetration Resistance Friction Ratio(°!a • ' Soil Interpretation _ (ton/sq.tt) o 0 :CO 20C XC 400 0 5 10 15 0 Gravelly Fill - i i f •• Clayey SILT: very soft G� 0 z M. 1 i • SAND; loose M. • Silty SAND; medium-dense C . 20 _ ___Z: 20� t `5 ' J i i •' Clayey SILT; hard I , , 40 _ 40 T.-" "-"""" SAND; dense to very dense n j • " Gravelly SAND; dense 60 - • SAND; medium-dense to dense ` Depth _a Below —__i - --- - - 80 Q -� ) Ground Clayey SILT; hard o Z O O Surface(tt) j la �•r Silty SAND: medium-dense to dense Pc103 ----- --- -- - - — -- -----. 1C0 becomes less silty g c CAD CD i"d — Sandy SILT; hard • tit • § , .- N r - i i.._ - 120 O cn _4. 120 _ ._.....__. .. ^�, becomes vary hard y CC), co o O Silty SAND; medium-dense 140 140 . • i _ _ . • . SAND,• medium-dense 5. go 4 (p l i d 0 o : y . CPT-3 • • . 00. . y`- -- ._ - - - ..----••- --- -.... - Cone Penetration Resistance (ton/sq.tt) Friction Ratio(%) •• Soil interpretation 0 1C0 200 300 4C0 0 5 10 1)- O p. i 1 0 • Gravelly Fill Sandy SILT; very soft > SAND; medium—dense • 10 — --i (.......i... 10� • Silty SAND; medium—dense C/� 20 -- — -- ---— 20 becomes loose f7 Z{ - �'- --- -� Sandy SILT; medium—stiff • • SAND; dense to very dense 0 ^ Depth O• l 1 Belowup i : becomes medium—dense o O Q O Ground • 5. y.. Surface(tt) r - 50 • r 4— v a - - ... — --- �0 co• = g •• Sandy SILT; hard �. • SAND; very dense O O cn H 0 6- Q. z til O C4 N = H i • CPT-4 . 400- _____ y--.404. Cone Penetration Resistance •• Soil Interpretation (ton/sq.tt) Friction Ratio(%) 0 100 2C0 . 303 400 0 2 4 6 0 t i 0 Gravelly Fill S — • Silty SAND; loose O /� " SAND,, medium—dense to dense • • Z l`J t — Sandy SILT; medium—stiff to stiff • ---- -------- I —� 20..__— — -i — i — 20 ` SAND; loose to medium—dense H _ • ^ 40 — — -- —_.— —"'I r_— -- ' Clayey SILT; stiff 1 ' Sandy SILT,' stiff. • Depth becomes less silty l Below ( — _ 60 • Ground l' • • becomes hard W O O O Surface(ft) J I • • co 4- • , 7,- , --, , - to CD ! l I -- ` SAND,• medium—dense to dense Sandy SILT; hard • •• SAND; very dense O 0 i co , ilni f �. < [�J • — Q- y z 0 c = y • . . . . ••• • - . .... _ . . . CPT-5 . . ( . . • 00.. _ y4-44%. Cone Penetration Resistance (ton/sq.ft). _ . Friction Ratio(%) Soil Interpretation . :.- .. 0 i CO 200 300 400 0 5 10 • 0 t • 0 . . Clayey SILT; very soft 1 - Ci tG; . . ; 1 • .. SAND; loose 10 • 10 • • , . 20 I til . 20 : . . becomes medium—dense to dense becomes gravelly, loose ; I 30 I I. , 32 i • • • Sandy SILT; medlum—stiff . i • Depth 1 . Below' ! ---- -- .i ' SAND. dense to very dense f.... 40 . ' . Surface(ft) I — I , ; 50 'a.) — • ; ....p . • I I • . • • i eo . m 7 1.4 1 . ., co Ei ©. 70 • . = i CO 0 — 1 • • ' . :—.—... = (..::' -0- . . - • . ,2,12 52) .. . • .. •. •-••- .-. - . Z trj. . • = . - . . . — .., . . 1 • . . • CPT-6 • •.. -Cone Penetration-Resistance - Friction Ratio(%) t1 Soil interpretation (ton/sq.tt) -- - - - • 0 100 200 300 . 403 0 5 . 10 15 1 I 0 • Gravelly Fill O ^ 0 t 1 • • Clayey SILT;, soft ili'A z � O t0 ---- SAND, medium-dense 20 becomes loose CGS j Sandy SILT; medium-stiff to stiff . 30 i I • ..a ^ Depth C. l 1 Below SAND; medium-dense to dense - -- - - - --- 40 co 0 Ground • w O © Surface(ft)w i < I becomes silty L. r- v - � I Y ,,`` 4 ! I — • r� 1W .. ... ,. 0 fA EC _ __._-_..•._.-. .___-...... �. becomes dense to very dense =DJ 0 . ?"----"C . . : :z::::::se to dense i = '''''' A I becomes very dense CI;Z C �_ C `J 80 ot Bo Z0.i . A gl y CPT-7 • 00- - �- Cone Penetration Resistance Friction Ratio(%) • Soil Interpretation l (ton/sq.ft) 0 1C0 2C0 300 400 0 2 4 6 a �I 0 1 0 � I SAND; medium-dense OClayey SILT; soft Z ---- - ' SAND,' loose to medium-dense 10 --- — — 10 • Sandy SILT;, soft to medium-stiff I O I y SAND,, loose 20 beoomea medium-dense to dense • Depth Below •-----•-- Silty SAND;' medium-dense o Cr o O Surface(ft) -- I i " Sandy SILT,' stiff i i • �� r- g i r - — 50 , SAND,• medium-dense to dense 7C it arD:' CD * 5 , § . . . co ti- S , ea -6 O 70 .._._..... ... . . .._F . . -----....! 70 - becomes very dense . cn = g oo oso I . .. ............. 72 v - z 0 cA = y CPT-8 .. Cone Penetration Resistance Friction Ratio(%) Soil Interpretation (ton/sq.ri) - 0 100 2C0 300 4C0 0 5 10 I i 0 ' Gravelly Fill 0 • ' SAND; loose 2 Sandy SILT; soft to medium-stiff O 10 -- - SO 0-3 ' Silty SAND; medium-dense �___ — 20 becomes more silty ` gtt^ • SAND; medium-dense Int �1.�y1 Sandy SILT; stiff ' Silty SAND; medium-dense to dense Depth 40 - -- - - - - -- --- -- -- - 40 0 -� /� Below • o Z O l Ground -- - w 0 0 Surface(ft) 50 •- 50 Sand; very dense -74 s O 4 1 1 . 80 _ � ' becomes silty ' SAND; medium-dense to dense , y 7p.- --- — — ---- -- 70 f0r+ Clayey SILT; stiff CDO. Cr) _.. ._-_.' _. ..-. 80 " SAND; very dense 5' `.•' .A. 1 CC a O - = < 0- 90 - . . DJp _._..._.... Z t IV 0 cr **************************************************************** City of Renton WA Reprinted; 01/24/00 15 :49 Receipt **************************************. ************************** Receipt Number: R0000344 Amount: 500 . 00 01/24/00 15 :49 Payment Method: CHECK Notation: #2217 SOUTHPORT Init: LN Project #: LUA99-189 Type: LUA Land Use Actions Parcel No: 082305-9055 Site Address : 1101 LAKE WASHINGTON BL N Total Fees: 1, 501. 65 This Payment 500 . 00 Total ALL Pmts : 1, 501. 65 Balance: . 00 • *********************************************.******************* Account Code Description Amount 000 . 345 . 81.'00 . 0016 Shoreline SuLst Dev 500 . 00 **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R9906378 Amount: 1, 001. 65 12/27/99 14 :46 Payment Method: CHECK Notation: #2192 SOUTHPORT Tnit: LN Project #: LUA99-189 Type: LUA Land Use Actions Parcel No: 082305-9055 Site Address: 1101 LAKE WASHINGTON BL N Total Fees: 1, 001. 65 This Payment 1, 001. 65 Total ALL Pmts: 1, 001. 65 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 1. 65 ..E, .E 1::\:ENT L n,•. • nc CUP(OF REN i U N DEC % 1999 RECEIVED SOUTHPORT PLANNED ACTION �� . �< SEIS 1,00 elorpo .$04 Ire 1! /_'. fig a. 7 ix A t • Proposal for CITY OF RENTON HUCKELL/WEINMAN ASSOC., INC. Land Use 205 Lake Street South,Suite 202 Environmental and Kirkland,Washington 98033 Regulatory Analysis e e m�j Economics 425 828 4463 �� G Gl�lllnII11101114 NI Legislative Research g Fax: 425 828 3861 11 and Drafting - ems_ ' a;;_�,, �� °T' E"`-i`"�1 � E-Mail:hwa@mail.halcyon.com FEB 251999 February 25e 1999 ECONOMIC DEVELOPMENT, NCU3HDCIRHOOD- AND S I_L ::PLANNING Lisa Grueter, Senior Planner Department of Economic Development, Neighborhoods and Planning City of Renton 1055 South Grady Way Renton, WA 98055 RE: Proposal for Southport Development EIS Services Dear Ms. Grueter: Huckell/Weinman Associates is pleased to submit this proposal to manage and prepare a Supplemental EIS/Planned Action for the Southport Development. We are excited about the opportunity to assist the City in conducting environmental review on such an interesting project. Our'previous submittals have identified our relevant experience on similar, mixed- use projects, as well as on comprehensive and sub-area plans. To briefly reiterate, we recently completed the Supplemental EIS on the Lakepointe Master Plan, a major mixed-use redevelopment proposal at the north end of Lake Washington; the EIS on the Cascadia Planned Community in Pierce County; the preliminary Draft EIS for the 7,000-acre MountainStar Planned Action Resort in central Washington; and a consistency analysis (similar in concept to a planned action evaluation) for Phase II of the Northridge Urban Planned Development in the Redmond area. In addition, Helene Kornblatt, a new Principal of the firm (and a former senior member of Shapiro &Associates), has substantial mixed-use and redevelopment project experience, having managed the Asarco Redevelopment EIS, the Thea Foss Waterway Plan and the Seattle Mariners Baseball Stadium EIS. Our extensive programmatic EIS experience includes GMA plans/regulations for the City of Renton, numerous other cities and counties. For the Southport project, we have formulated a highly-qualified and experienced team of professionals to assist the City of Renton. HWA will be supported by Associated Earth Sciences in the areas of water resources and fisheries; McCulley Frick & Gilman for noise and air quality assessment; KPFF for infrastructure analysis; Envirolssues for public involvement assistance; and Entranco for transportation issues. We have also added Nakano Associates to assist in the graphic depiction of visual changes. We have worked successfully with all of these firms on similar EIS efforts over the long-term. Effective project management will be a key to successfully meeting the proposed schedule and producing a high-quality, defensible document. Michael Blumen will serve as Project Manager and will be responsible for overall coordination and communication with the city, subconsultant management and schedule and budget compliance. He will also participate in SEPA strategy formulation and development of alternatives with the city, technical report review and impact analysis in certain key areas. Michael has 20 years of experience in managing and conducting environmental review for development projects. He will be assisted by Rich Schipanski in the areas of consultant coordination, document preparation and impact analysis. Rich has also managed numerous EIS efforts. Michael and Rich have worked together on similar projects over the past 10 years. Both individuals are available to begin work immediately and will be committed to the project for its duration. Richard Weinman will serve as Principal- in-Charge, providing input to the land use analysis and overall SEPA strategies, and ensuring quality control. Additional factors that will be critical to the success of the Southport SEIS/Planned Action include: • Our recent experience and familiarity with City of Renton plans, policies and regulations, including the Comprehensive Plan, Zoning Code and the Shoreline Master Program; • Practical understanding of technical issues relevant to development adjacent to Lake Washington and in Renton; • Recent and current experience with the Planned Action provisions of GMA and SEPA on a variety of projects; • Team relationships with relevant staff at state and federal agencies, as well as the Muckleshoot Tribe; • Understanding of how to conduct comprehensive environmental review for a planned action while allowing for flexibility in the development program; and, • Proven ability to complete documents on a fast-track schedule and within budget. We just completed the Preliminary Draft EIS on the Seattle Pacific University Master Plan in three weeks, and also completed the Lakepointe Final SEIS in a very tight time frame. Included in our proposal is a schedule that calls for issuance of the Draft SEIS in late May and the Final SEIS in late July. We believe that this schedule is feasible if all parties meet their responsibilities. HWA is committed to completing our tasks and working with the City of Renton toward a successful and useable Supplemental EIS/Planned Action document. We have also proposed a budget which we believe realistically accomplishes the goal of comprehensive, project-level review for a planned action. This budget is based on numerous assumptions related to scoping, public and agency involvement, technical scopes of work and printing expenses. We are open to modifying our assumptions and associated costs, and are committed to sticking by our agreed to budget for the duration of the project. H/WA looks forward to working with city staff again and are available to begin the process immediately. Please call us if you should require additional information. Sincerely, H - • UWEINMAN ASSOCIATES, INC. i/itt ichael Blu e , Richard Weinman, Principal Senior Principal Section I PROPOSED APPROACH RENToN 4\it . 8 ' 1 •ri„ 1 a , LL�Jr. 1 RENTON xi a Section PROPOSED APPROACH This section of our proposal contains three subsections: A) INTRODUCTION— an overall summary of our approach to the prepara- tion of the Supplemental Environmental Impact Statement that will lead to a Planned Action designation; B) PROJECT MANAGEMENT— how we intend to efficiently manage the Supplemental EIS on an accelerated schedule; and, C) KEY ENVIRONMENTAL ISSUES — our proposed scope of analysis for the identified elements of the Draft Supplemental EIS. A. INTRODUCTION Understanding of the Proposal The City of Renton desires the assistance of a consultant to prepare a planned action EIS for redevelopment of a site located along Lake Wash- _ ington immediately north of Boeing and south of Gene Coulon Park. The approximately 17-acre Southport site (including privately owned tidelands) is the location of the Shuffelton Steam Plant and is in the process of being remediated pursuant to MTCA. The site is currently designated for industrial • development in the comprehensive plan and on the zoning mapSECO r. ., rare Development has developed two mixed-use concept alternatives for rede- r;i.z,. ', ;; ,._ ``, velopment of the site; these involve varying mixes and levels of residential, : ,{ —7 i- t commercial and office uses. The existing power plant would be integrated .,, F .:, .., into redevelopment plans. Types of improvements and amenities are only • _ - `r generally described. An existing dock could be used for guest moorage. No in-water construction is described in the Southport information. A public amenity would be constructed along the shoreline. The proposal is to amend the comprehensive plan and zoning map/code to guide appropriate mixed-use development on the site. (We are assuming at this time that amendment of the City's Shoreline Master Program would not be involved.) These programmatic actions, based on alternative site development scenarios, would be the subject of an EIS supplementing the EISs prepared on the City's Comprehensive Plan and Land Use Element. Based on its analysis of significant adverse impacts, the planned action SEIS would identify mitigation measures that could be translated into poli- cies and regulations applicable to the site, which would guide site redevel- opment. Pursuant to state regulations, a subsequent development pro- posal consistent with and implementing the planned action described in the City of Renton HuckeiUWeinman Associates Inc. Southport Development SEIS Proposal I 1 EIS would not require additional environmental review (assuming that all significant impacts were previously identified). The City desires to publish a Draft SETS approximately late May and a Final SEIS late July. The SETS schedule is very aggressive and appears to be driven primarily by the need to "docket" the proposed comprehensive plan changes in time for the annual amendment process. As identified in our proposal, we are committed to meeting the City's schedule. However, an alternative that could provide some additional schedule flexibility might be to define the proposal as a sub-area plan; initial adoption of a sub-area plan is not subject to GMA's once-a-year plan amendment limitation. We would be pleased to discuss this concept further with the City. SEPA Planned Actions I - Southport is proposed as a "planned action" under the State Environmental GMA Policy Act (SEPA). Planned actions are projects including sub-area plans Planned Action and phased projects -- that are designated by ordinance, have had their F environmental impacts adequately addressed in an EIS on the planned ac- .;IPA tion proposal, and implement the proposal addressed in an EIS. The statute and rules for planned actions (RCW 43.21C.031 & WAC 197 • - 11-164) requires GMA jurisdictions and applicants to address site-specific environmental impacts of planned projects early in the planning process; environmental review is focused on the planning stage rather than the per- miffing stage. Early review is intended to provide more certainty for project applicants regarding what will be required and more certainty to the public `, , regarding how impacts will be mitigated. For qualifying projects, permit processing time can be reduced because impacts can be studied and ap La c i PIA N propriate mitigation determined before an applicant submits a project appli- cation. The EIS for a planned action is intended to provide site-specific project-level analysis of environmental impacts and to adequately mitigate + _= identified impacts. A project subsequently proposed as a planned action must show: (1) that it is consistent with and will implement any conditions or mitigation measures identified in the designating ordinance; and (2) the probable significant ad- verse environmental impacts of the project have been adequately ad- dressed in the EIS prepared on the planned action proposal (based on re- view of an environmental checklist filed with the project application). If the project meets these criteria, a threshold determination or project EIS is not required. Public notice and involvement are tied to the underlying permit. If an EIS or SEIS is required, its scope is limited to significant ad- verse environmental impacts that were not adequately addressed in the EIS used to designate the planned action. City of Renton Huckell/Weinman Associates Inc. Southport Development SEIS Proposal 1-2 Consistent with the goal of a planned action, the Southport SEIS will evalu- ate the alternatives at as close to a project level of analysis as possible, recognizing the conceptual nature of site planning at this time and the pro- grammatic nature of the proposed action. Since many details of a specific development proposal are not known at this time (e.g. lighting on the dock), the approach of the SETS will be to develop a range of hypothetical design scenarios and to identify potential constraints or impacts associated with each. Mitigation measures in the SEIS, and conditions of approval in the Planned Action ordinance, would help the City to establish site design pa- rameters and performance standards (through revised comprehensive plan polices and development regulations), and create a link between environ- mental review and project planning. The City's amendment of its Compre- hensive Plan and zoning designations for the site, along with environmental review contained in the SEIS, will then provide the context for preparation • and review of a site-specific development application. The alternative design scenarios analyzed in the SEIS will include a "worst case or maximum buildout alternative; addressing the impacts and mitiga- } tions of this alternative will help ensure that the ultimate planned action falls 3 R: within the envelope of development alternatives defined and analyzed in the EIS. This will minimize the need for further SEPA review and further the •, objective of expediting permitting for consistent projects. B. PROJECT MANAGEMENT As described in our SOQ, we have assembled an extremely experienced and competent team of professionals to ensure a high-quality legally defen- sible document is produced and the schedule is met. All members of our team have successfully worked, or are working, together on numerous EIS efforts. Key examples of recent collaborative efforts of this team include: the Lakepointe Mixed Use Master Plan Supplemental EIS (mixed-use de- velopment consisting of 1,200 residential units, 205,000 square feet of of- fice space, 430,000 square feet of retail/commercial space, and a marina at the north end of Lake Washington in the City of Kenmore) ; and, the Cas- cadia Planned Community EIS (a 4,700-Employment-based Planned Com- munity consisting of a mix of residential, employment, retail and recreational uses in east Pierce County). Figure 1 shows our EIS team. Michael Blumen will serve as project man- ager and Richard Schipanski as assistant project manager. Richard Wein- man will serve as principal in charge. Ken Oswell of Entranco will manage the transportation component of the EIS. Richard Steffel of MFG will man- age the air quality and noise analyses. Andy Kindig of AESI will manage the water quality and fisheries analyses; he will be supported by Carl Hadley. Ron Leimkuhler of KPFF will manage the infrastructure analysis. Curtis Koger of AESI will manage the soil and groundwater analyses.; he will be supported by Otto Paris, Jill Wheeler, and Gary Stevens. Jennifer City of Renton Huckell/Weinman Associates Inc, Southport Development SEIS Proposal 1-3 Kauffman of Envirolssues would be available to provide public participation assistance, if desired by the City of Renton. Figure 1 CITY OF RENTON ECONOMIC DEVELOPMENT, NEIGHBORHOODS AND PLANNING EIS CONSULTANT Hucke///W'einman Associates Principal-Richard Weinman Project Manager-Michael Blumen HUCKELL/WEINMAN ASSOC- I POPULATION. ROUSING/ PUBLIC LAND USE AESTHETICS EMPLOYMENT SERVICES RECREATIQN. Rich Schipanski Rich Schipanski Rich Schipanski Rich Schipanski RichSchlpanski Katie McKnstry Katie McKnstry Katie McKinstry 1 AES/ ENTRANCO kpff MFG W.TELQUALITY- S MS TRANSPORTATK)N INFRASTRUCTURE NOISE/AIR OUALITY FISHERIES_ GROUNRWAIER Ken Oswell Ron Leimkuhler Richard Stefcl Andy Kindig Curtis Koger Carl Hadley Otto Paris Jill Wheeler Timely coordination and completion of the Supplemental EIS will require an effective management plan, which is outlined below. One of H/WA's key emphases is regular communication to allow identification and resolution of problems as early as possible and to foster team understanding of EIS is- sues and findings. Communications with the applicant to further under- stand or refine development concepts will be conducted in consultation with the City of Renton. Our experienced principal-in-charge and project man- ager will establish a priority for regular communication with the City of Ren- ton. Our plan consists of the following elements. City of Renton HuckelUWeinman Associates Inc. Southport Development SEIS Proposal I-4 • Administration • Prepare a Technical Memo at the outset of the project that defines tasks, responsibilities, due dates, lines of communication, document format, and measures to control overall quality, budgets and sched- ule and provide to team members; • schedule the EIS project team's internal work program and achieve full concurrence; • needs; coordinate project team data , • provide all necessary administrative coordination between the proj- ect team and the City of Renton; • we will monitor project team work progress on at least a weekly (and, at certain times, daily) basis; • we will monitor the budget associated with the project, based on weekly internal accounting reports; and • we will provide the City of Renton a status report of EIS progress every two weeks (more frequently if desired). Quality Control • Ensure that the Supplemental EIS complies with the City's SEPA process as well as state requirements; • ensure that the analysis of the alternatives is thorough, objective and written in plain language; • incorporate graphics into the Draft SEIS wherever possible to further public understanding of the proposal and potential environmental impacts; and • edit the document to ensure that it is concise, while at the same time contains sufficient detail to allow meaningful and comprehensive analysis and comment by agencies and individuals. Project Definition • We propose the following project definition meetings. These meet- _ ings will help assure that the EIS team analyzes a proposal that is consistent with the intent of the City and the applicant. City of Renton Huckell Weinman Associates Inc. Southport Development SEIS Proposal 1-5 - Kick-Off Meeting --we recommend that at the outset.of the.proj- ect key members of our,SEIS consultant team meet with repre- sentatives of the City of Renton and the applicant to discuss the final SEIS scope, project data needs,:project-.schedule, appro- priate methodology,and team coordination procedures. - Preliminary Fact Sheet/Proiect Description & Alternatives Meet- in we propose this meeting with representatives of the City.of Renton.and the applicant to 'ensure complete understanding of the scope of the.development concepts. C. ANALYSIS OF KEY ENVIRONMENTAL ISSUES SEIS Alternatives - The primary action(s) evaluated in the SEIS will be amendment of the City's ,„„, „„„ y � 1 Comprehensive Plan land use. map from the current Industrial Employment • Area designation:to one that permits mixed-use development, such as Commercial Office Residential. (COR). The. City's COR designation is tai- ,,? lored to fit specific properties; plan policies and standards, therefore, reflect :At , constraints and issues. Zoningamendments would likelyinvolve a change �'"r'' 9 �� u;�� . GR ::ti:}5�•h•4 from Heavy Industrial to the Planned Office/Residential or.a similar zone <}%y�+t,N 1 AREA l g �- tailored to the site. \hex } • EXT k$: t The number of alternatives to be evaluated in the SEIS.has not been de- - , Rr '''S termined, two' alternatives plus No Action are assumed.-for this ro .osal. ' ' k.,;;;: #rif:'' We would work with the City to collaboratively develop a range of reason.- , , 4,� able alternatives: It is not clear.at this time if a specific "proposal" or pre- ),>: '.<;cY 't.tt;r . ferred alternative will be. identified at the outset or if a ro osal will; in of- `�r feet, grow out of the SEIS analysis during the SEPA process. It would be , i ;. •.t,, V"•,•..•� possible, for example, to evaluate equally weighted alternatives in the Draft ;Y' •'x t'% �y'' •r ztp� :Vl:r� r�' �ry wG� SEIS, and a ;preferred alternative in the Final SEIS. - This approach can t II) ,;; 4 ;;t}.� ;t tr,. �r ;Q, �t}•:J.V:•y+1•r'A15:•t;}#'Y• � help to communicate that. the City is open minded and is using the SEPA F' }.V}:^tt"rr•tr t"•wn'• AY tY.::.V; tYtt t� t 4.vn-0.•M�,r process to help identify an acceptable proposal. I �.. ' ,i<rryt , ';,Y',-,��AA{3{l/J}� .1 �,is �'i t ryx}}hQ!}{}r:.rrr•vt' t �\\���.ti,)1 yet",\�;{�t:;.tvV�xt.}+}+•}Y:.�t;$�`�?. _ SEIS Alternatives could inco orate different mixes.of uses and site Bevel- • . l� ' •rY: opment standards (e.g. building height and bulk); these options would.also likely correspond to Site Plans "A and "B" developed by:the applicant. The alternatives may also incorporate options for site access, based on the ac- cess study that will be performed for the City by Entranco. Alternatives could be framed,in a number of ways. The alternatives could establish a set of "book ends," for example, to establish the:outer bounda- ries for development. A subsequent consistent development proposal - could fall anywhere within the range.identified in the alternatives, but would not have to,be identical-to book ends. Or, the alternatives could identify City of Renton HuckellIWeinman Associates;Inc. Southport Development SEIS Proposal: 1-6 - multiple combinations of possible development scenarios which could serve as a template for a development proposal. The No Action alternative should, we suggest, have two sub-parts. One would involve no change to the comprehensive plan and no redevelopment of the site; this would provide the traditional baseline for EIS comparison. In addition, the No Action alternative could consider the type and level of industrial redevelopment that could occur on the site under existing plan and zoning designations. This evaluation (which would be primarily qualita- tive) may provide a useful context for considering the effects of a change in plan designation. It is not clear at this time whether the applicant is seeking any type of de- — — velopment approval (such as conceptual site plan approval for the overall r''}, .:`� .;w project) concurrent with the Comprehensive Plan amendment and rezone. _ '' 4 The planned action approach is, more likely, intended to recognize that site planning is still very conceptual and that fundamental City land use deci- sions are necessary to provide a framework for more detailed site planning. The applicant would, subsequent to adoption of a planned action ordi- nance, submit a development application that implements the planned ac- tion and incorporates mitigation measures identified in the planned action =, EIS and ordinance. Elements of the Environment Analyzed The proposed approach for analyzing the elements of the environment identified in the City of Renton's February 15, 1999 Request for Scope, Schedule and Budget is presented below. Further, we propose that two additional elements of the environment, Public Services and Recreation, be analyzed in the Supplemental EIS. Natural Environment Water Quality The water quality section will (1) document existing conditions, (2) forecast water quality conditions resulting from the alternatives, (3) evaluate impacts and (4) recommend mitigation measures to avoid/prevent/minimize impacts. There are no significant surface water features on the site other than the Lake Washington shoreline. Existing data characterizing Lake Washington will be compiled to define the Affected Environment. It is anticipated that adequate data to evaluate metals, hardness, and BOD in the project vicinity in the context of ESA may be lacking, and we have therefore proposed water quality sampling at the shoreline. City of Renton Huckell/Weinman Associates Inc, Southport Development SEIS Proposal 1-7 Potential impacts to nearshore lake quality will be estimated, using the background data from the literature characterization, the contributing area of the project to the discharge(s), and the nature of the alternative land use and drainage system. The design parameters for storm water quality treat- ment facilities on the site will be determined and discharge from on-site storm water quality treatment facilities will be forecast. Data relating to de- sign parameter treatment facility efficacy for contaminant removal will also be described from local literature and study results. Regulations germane to water quality will be described. Water quality impacts treatment meeting the design parameters will be evaluated based on established surface wa- ter quality standards, the expected change from background water quality, and fisheries protection. If additional mitigation measures are warranted, they will be identified for use as performance standards. Fisheries The primary fisheries issues related to redevelopment of the site are asso- "1"111rir" • ciated with Lake Washington, including migrants to and from the Cedar River. Lake Washington supports a variety of anadromous salmonids, in- i cluding chinook, coho, and sockeye salmon, and steelhead and cutthroat -7 trout. Runs of non-anadromous kokanee salmon are also present as well ,; _ as a wide variety of non-salmonid species. Of particular importance to the I.. , project is the population of sockeye salmon juveniles which rear in Lake Washington. These fish may utilize the shoreline and offshore habitat along the site for rearing and migration • The fisheries section of the Draft SEIS will: assess existing conditions; evaluate direct, indirect and cumulative impacts; and, recommend mitigation measures that would avoid or minimize impacts. A professional fisheries biologist (Carl Hadley of AESI) will conduct a fish habitat survey of the im- mediate shoreline area to characterize existing conditions of fish habitat. Riparian vegetation, nearshore substrate and depth, and bank character will be examined during the reconnaissance. Because considerable informa- tion is available about fisheries use of the nearshore environment, it is not believed necessary to conduct additional offshore boat surveys. Informa- tion will be obtained from the WDFW, WDOE, Muckleshoot Tribe, King County, City of Renton, and University of Washington. Results will be used to assess benefits to fisheries resources of the project's nearshore and ri- parian habitat. Relative value of habitat associated with the site will be compared with nearby properties. Habitat features of regional significance (if any) will be identified for special consideration. Potential impacts to sediment production, water quality, water quantity, and shoreline features will be addressed. If potential negative impacts to fish- eries resources are identified, performance standards with the intent of avoiding or minimizing impacts will be provided. If impacts are deemed un- avoidable, appropriate mitigation plans will be developed. City of Renton Huckel/Weinman Associates Inc. Southport Development SETS Proposal 1-8 Soils/Groundwater The Model Toxics Control Act and site remediation activities will be summa- rized. Existing site environmental data prepared by Hart Crowser, Inc. will utilized for evaluating existing conditions at the site. Additional data will be ob- tained and reviewed for the site vicinity only if needed to complete the analysis of impacts. Field activities will be limited to a single site reconnais- sance. The analysis of potential impacts to soil and groundwater under the alterna- tives will include: (1) erosion hazards along the shoreline; (2) potential for sediment transport to Lake Washington; (3) potential for soil liquefaction during seismic events; (4) groundwater flow and recharge; (5) soil suitability for proposed development; and (6) construction dewatering issues. The impacts will be evaluated based on existing regulatory criteria and guidance documents, anticipated construction activities, and post-construction devel- opment issues. Where significant impacts are identified, appropriate miti- gation measures will be identified. Land and Shoreline Use Plans & Policies The EIS would evaluate the relationship of the alternatives to key federal, state and local plans, policies and regulations. The EIS would concisely t' ! ` summarize relevant policies and regulations and discuss how the alterna- t'• tives are consistent or inconsistent. Information in the prior EISs for the >{ Comprehensive Plan and/or Land Use Element will be adopted or incorpo- y , rated by reference wherever possible. Primary City of Renton documents evaluated would include the City's Com- \ prehensive Plan, Zoning Code and other development regulations (e.g. Critical Area regulations), and the Shoreline Master Program. Key shoreline 4._ issues would include management policies and use regulations that deal , '' with the appropriateness of the proposed use in the applicable shoreline - L environment, development standards (including setbacks and building H =' 'r` height and the need for a shoreline variance), and public access. . t (‘' Sr Y1U, Major state programs evaluated would include the Growth Management Act ;". ?E ,t (since a comprehensive plan and zoning amendment is proposed) and the Shoreline Management Act (policies and preferences for shorelines of state-wide significance). The Puget Sound Water Quality Management Plan would also be evaluated. The relationship of the proposal to MTCA clean up procedures would also be briefly summarized. Federal programs likely to be involved (directly or indirectly) include the Endangered Species Act and the Clean Water Act. City of Renton Huckell/Weinman Associates Inc, Southport Development SEIS Proposal 1-9 Land Use Patterns The types, intensity and pattern of-land use would be described (through narrative and graphics) for the site and the adjacent area. Direct, indirect and cumulative impacts would identified for each alternative based .on the mix and intensity of uses and patterns of activity; potential conflicts and compatibility's;with adjacent uses would be identified: A focus of the analy- sis.would be on the compatibility of alternatives with industrial uses to, the south, Gene Coulon Park and recreational activities to the north, nearby residential 'neighborhoods, and the range of activities that occur on Lake Washington. The discussion of mitigation measures Would be used to help identify de- velopment performance standards that could be incorporated into plan poli- cies and zoning regulations for the site, as well into conditions in the_ planed action ordinance: Mitigation measures could include techniques to achieve effective-screening and, buffering (such as setbacks, landscaping, building . orientation, trails and access) between the site and adjacent uses. Aesthetics Our analysis of aesthetics will involve compilation of a visual inventory of the site and [surrounding area. The focus of this inventory will be to de- scribe the overall visual character of the area in terms of the pattern of built and natural.landscapes, existing view corridors to and through the site, and visual landmark(both natural and built). The aesthetics analysis will describe the height and bulk of proposed build- ings (as embodied in the alternatives) and address the relationship of the . buildings to the scale of uses in the site vicinity. A focus of the aesthetic analysis will be the relationship 'between the scale of redevelopment and Gene Coulon Memorial Beach Park to the immediate east of the site. The potential for light and glare impacts to the park will also be identified: Proposed methodology will involve the use of computer-based visual.simu- lations to provide.the opportunity for broad comparisons. The computer- based visual simulations will be generated by Nakano Associates: .Nakano Associates was not introduced in our Statement of Qualifications. As the enclosed firm profile indicates, Nakano Associates has substantial experi- ence preparing computer-based_ visual simulations for EIS documents. The visual analysis will include: A viewshed map will be prepared showing the primary,views to the site; City of Renton ' ' ffuckeii/Weinman Associates Inc. Southport Development SE/S Proposal. 110 , • Digital ,photographs will be taken from several key viewpoints. These photographs will be used to document the existing conditions and show the No Action Alternative; • A computer model illustration the general bulk and scale of potential buildings will be developed ; • Photomontages two alternatives will be generated from the com- puter model. The visual analysis will address how the height, bulk and scale of the alter- natives will be perceived from various viewpoints and how the structures would relate to scenic corridors. The budget presented in Section III of this proposal assumes two computer generated representations. The cost of preparing additional computer generated representations from other view- points is also presented in Section II!of this proposal. Transportqtion The transportation analysis will describe the existing transportation network '"'.; � " Fw " in the vicinity of the site. There are several transportation issues regarding the location of the proposed development that will be addressed, including: - impacts to the existing roadway network; impacts to the Burlington Northern railroad; access to the Interstate 405 freeway; and, cumulative traffic im- — — ..] pacts of the proposed development and the neighboring Gene Coulon Me- morial Beach Park. In addition, safety, non-motorized facilities, emergency vehicle access, and transit impacts will be addressed. _ _ Transportation information contained in the Southport Access Study (Ac- cessStudy), currently being prepared by Entranco, will be incorporated into the SEIS where reasonable. For example, the trip generation will have been prepared for the Access Study. The City's transportation model will be used to determine the trip distribution for the alternatives. The City's transportation model will also be used to determine future year (year of opening for the proposed development) traffic forecasts for the roadway network surrounding the project site. Future year forecasts will in- clude traffic generated by pipeline and approved development identified by the City. The future year forecasts will be used as baseline traffic for the determination,of traffic impacts related to the proposed development. The roadway'network will be analyzed for the project year of opening during the p.m. peak hour based on a level of service (delay) analysis. This task will presumably be performed in the Access Study, however some supple- mental analysis may be required to satisfy the requirements of the SEIS. The level of service analysis will include project-impacted intersections, in- cluding site access locations. City of Renton Ruckeli/Weinman Associates Inc. Southport Development SEIS Proposal 1 11 Information gained from the Access Study will be utilized to identify means of.optimizing site access and mitigating potential transportation impacts for the development alternatives in the project year of opening. Mitigation measures/performance standards for vehicular traffic impacts, as well as for impacts to .non-motorized 'facilities, railroad facilities, transit, safety and emergency vehicle access will be identified. Infrastructure - The analysis will include a review of existing.City of Renton.utility informa- tion for water; sanitary sewer and storm drainage. Existing sewer and water system capacities will be described. Demands for water:and sewer from site redevelopment will be estimated. . Utilizing the City's water system model; the ability of the existing water system to adequately supply site de- velopment will be analyzed. Any sewer' system capacity impacts will be identified. Where significant impacts are identified, appropriate mitigation measures that can be used as performance standards will be provided. Population/Housing/Employment The analysis would review City population/housing and employment targets. It would also review the development capacity analysis contained in the prior SEIS prepared (by Huckell/VVeinman Associates) for the Comprehen- sive Plan Land Use Element. The primary issue evaluated would be how/if the,proposed Comprehensive Plan amendment and zoning change (and potential development proposal) could affect adopted targets and/or capac- ity. The alternatives could, for example, reduce the potential for industrial jobs but increase the potential for:office and retail jobs. Any net change in employment capacity would be identified by using employee per square. foot ratios assumed in the'Comprehensive Plan and other Puget Sound ju- risdictions (updated to reflect recent development trends). Any such change would also be evaluated relative to City economic development goals and policies. The relationship of the residential population expected for the pro- posal/alternatives to recent City growth trends and GMA-based population targets would be identified. The type, quantity and cost of housing would be evaluated in terms of how it meets City targets (e.g. for multi-family and affordable housing) and relatesto:recent growth and market trends. City of Renton Hucke///Weinman Associates Inc. Southport Development SEIS Pioposa/ 1!2 Noise Noise impacts from construction and from project generated traffic will be analyzed. Typical construction noise levels will be characterized based on published sound levels and a qualitative evaluation of the potential for off-site construction noise impacts to the park and residential uses in the vicinity _ (primarily the residential uses along Lk. Washington Blvd. east of the park) will be made. Pertinent regulations covering construction noise will be reviewed and discussed. If significant pile driving is required for construction, construction noise levels will be calculated at locations within park and at residential areas east of the park. Potential means for reducing off-site construction noise impacts will be identified. Potential traffic noise impacts will be determined at two park locations in the vicinity of the site entrance and, if the traffic analysis indicates that traffic from the proposal will utilize Lake Washington Blvd., at two locations along Lake Washington Blvd. to the north and east of the site by documenting existing sound levels and calculating future noise levels using an FHWA traffic noise prediction procedure (the NOISE model). Existing and future calculated sound levels will be compared to relevant local, state, and federal noise criteria to provide decision makers a frame of reference for assessing potential noise impacts due to traffic to and from the site. Noise related to operation of the proposal is likely to be less of an issue. However, if it is possible to delineate specific on-site noise sources with the potential to affect sound levels at sensitive receivers (i.e. large HVAC systems), off-site sound levels will be calculated for up to 5 on and off-site source/receiver combinations. If necessary, the effects of the combination of on-site sources on off-site receptors will be calculated. Where significant impacts are identified, appropriate mitigation measures that can be used as performance standards will be provided. Air Quality Potential air 'quality issues include emissions during construction, and _ emissions from project-related traffic. It is assumed that the proposed development would not include any residential wood burning, and that it will not be necessary to assess impacts from this otherwise potentially large emissions source. It is also assumed that site clean up and remediation will have been addressed prior to the onset of these environmental studies and will not be considered as part of this analysis. Air quality during demolition and construction will be addressed qualitatively, and traffic-related emissions will be analyzed using two standard EPA models. City of Renton HuckelliWeinman Associates Inc. Southport Development SE/S Proposal 1 13 Carbon monoxide (CO) is the pollutant of primary concern for transportation sources,.and is generally used as an indicator for traffic air pollution. The I 1-hour and 8-hour CO concentrations would be calculated using standard EPA-approved',models. Consistency with ambient air quality standards will be assessed by comparing predicted carbon monoxide concentrations with adopted 1-hour and 8-hour standards. (This scope assumes-that roadway - improvements and revisions to the City's transportation program will require an air quality conformity analysis. If roadway improvements do not trigger the need for an air quality conformity analysis, no air quality modeling would be required and a qualitative air quality analysis would be provided.). The Environmental Protection Agency's Mobile5a - Mobile Source Emission Model will be utilized to calculate the rates at which pollutants,are emitted from vehicles. Mobile5a is a fifth generation model that calculates the quantity of carbon monoxide emitted per vehicle-mile-traveled based on the vehicle mix, calendar year, the fraction of vehicles which are warmed up, I the vehicle speed, and other factors. The EPA's CAL3QHC 2.0 dispersion model will be utilized to predict ambient concentrations from traffic data and Mobile emission factors. The CAL3QHC model is the latest in the Caline model series, which is widely recognized.as the best available for evaluating traffic air quality impacts. CAL3QHC is designed to evaluate pollutant emissions from traffic on both free-flow roads and idling at intersections. CO concentrations at up to three signalized intersections will be evaluated using CAL3QHC to calculate CO levels at specific locations called "receptors." Receptor locations will be selected adjacent to affected intersections, and possibly at the nearest residential locations or other sensitive receivers. Modeling will simulate worst-case meteorological . ,,e; ; :0. L-. conditions by assuming a light wind nearly paralleling the most congested. (---------)T -n ,F_;-,�k�-w, roadway at an intersection, and stable atmospheric conditions. . The ., . potential for impacts to inhabitants 'of the site from the adjacent airline . r.,.,. ,' painting facility will be identified. t ._� f ,' ' k, I Potential impacts to future residents and occupants of the site from the 1 '' ` I adjacent Boeing paint facility will be identified. '.= ,° , •. ,_ Where significant impacts are identified, appropriate mitigation that can be _ ,_� used as performance standards will be provided. ,�,;� ,4, !ice ,1 �1u r7,"..aARVII'41 ;` '. .`---,;; ,Iirw, x r 2_ e n41 L S ikt Recreation �.r -��- ",,` 4 N‘. ��I� "' Although not included- in the City's preliminary scope, we proposed that ;_,x,a. >,. '�'' recreation be addressed in the SEIS, as the proposed site abuts a park and - the lakefront. City of Renton Hackell/Weinman Associates Inc. Southport Development SEIS Proposal 1-14 Our analysis will identify and describe park and recreation facilities in the vicinity of the site. Because of the proximity of Gene Coulon Memorial Beach Park, a more detailed discussion on the recreational features of this park will be provided. Informal recreational uses in the site vicinity, including boating and cycling, will be described. Applicable City of Renton standards for park and recreation space will be identified. Requirements for on-site recreation facilities based on City of Renton requirements will be identified. Alternative on-site recreational facilities on the site, including public walkways, would be described. The increase in demand for existing formal and informal park and recreation facilities will be described, with particular attention to the potential for impacts to Gene Coulon Memorial Beach Park. Appropriate mitigation could include standards for on-site recreational facilities or other measures (programmatic or financial) to address impacts to park use. Public Services Although not included in the City's preliminary scope, we proposed that public services be addressed in the SEIS. Our analysis of public services will involve a compilation of existing fire/emergency protection, police protection and school conditions in the vi- cinity of the site. The fire district, police precinct and public elemen- tary/middle/high schools serving the site vicinity will be identified and serv- ice or enrollment capacities will be described. Increases in police and fire protection demand and school enrollment from redevelopment will be estimated utilizing established police and fire call-to- population ratios, and student enrollment generation factors. The ability of fire district, police precinct and public schools to serve the proposed popu- lation on the site will be analyzed. Where significant impacts are identified, appropriate mitigation measures that can be uses as performance stan- dards will be provided. Public Involvement/Agency Coordination Public Involvement Huckell/Weinman Associates and Enviroissues will provide public involve- ment services. As indicated in the SOQ, team member Envirolssues is a nationally recognized leader in conducting effective public relations and community involvement programs. Huckell/Weinman Associates typically manages/participates in scoping and negotiates with agencies on mitigation plans. City of Renton Huckell/Weinman Associates Inc, Southport Development SETS Proposal 1-15 We will assist the City during the Supplemental EIS scoping and Supple- mental EIS periods by preparing a mailing list for receipt of public notices, preparation and distribution of public notices, preparation of newspaper ads for publication in local newspapers, preparation of a newsletter summariz- ing the issues and the environmental review process, and assistance in the coordination of public hearings and/or open houses. In addition, if it becomes apparent that there are significant public issues and concerns relating to redevelopment of the site, we could assist the City in identifying and contacting community groups and nearby residents to clarify issues and concerns pertaining to the proposed development. Additional public involvement strategies including additional newsletters and commu- nity open houses could be implemented. Agency Coordination In addition to the public scoping meeting, we propose to coordinate a sepa- rate scoping meeting/open house to solicit input from state, federal and tribal agencies.. At this meeting, the Planned Action SEPA approach would �` 0) be described to help agencies understand that the approach of the SEIS will be to develop design parameters and performance standards, rather 4 + than analyze a specific proposal. This approach would also help to identify agency concerns early in the process and allow the project team and City to �� address those concerns in the Supplemental EIS analysis and resulting mitigation measures and performance standards. We would also help to coordinate any follow-up meetings between agency representatives, project team members and City staff to discuss agency is- sues and/or suggestions for performance standards. Policy/Regulatory Drafting As mentioned in this proposal, mitigation measures identified in the Planned Action SEIS will help the City to identify Comprehensive Plan and zoning code amendments for the Southport site that will guide redevelopment. These measures will also be incorporated in the Planned Action Ordinance adopted by the City. We would be available to assist the City -- or to take the lead if the City concurs — in drafting revised policy language for the Comprehensive Plan, revisions to the zoning code classification applicable to the Southport site, and the planned action ordinance. These tasks are not included in our budget at this time. As identified in our Statement of Qualifications, the firm is experienced at preparing a variety of policy docu. ments and regulations, as well as staff reports. City of Renton Huckeii/Weinman Associates Inc. Southport Development SEIS Proposal 1-16 Section II k Key Pro Ject, Team Members ., .,,,.._. . , • .. ....• ... , -___ :„................... .„..... ,,,,,,,,„,i ....,..„..„,........„........„..„„:„,..„..,..„..,. n',,,,,,Z:i',•: ,,X1,7'.":'," N-Af- , ------, .„,......„ ::'''.7..•+r- .. •0.;, .;',.::::..,? -..... ' .,...;r,o.,::":',.:: *,.. ,, ;y; 1:„‘C„-: ,,.,..2;••41-,,4z, ,,, ' 1 '4..„:::',:kj-r.,,- :44- i'•I'Vx•::, lii '; ..„.„,,. vpt.',;:r‘"." •"' . !, .."- •;,,,i'#,Isa:'':'-"S'.'"; - 1,..-'...= ..,;f.-.,t,fr '.; ,-,..--;7 1.,A4 ',"':.", ,"., f: • 4,;%;1 . A / i'47...' • ''. I A''45*q r.- •" ' •' 'f,-'I',1 g ...,:11„.,•,,.„- , ....1 1 '• .. ,,, - Itk.,4,-:Ti '.‘ *." v ',7,..,t. .... -.:1 : • ,s;-i:,,„.at,,,,,o,,,,g,,•:A.dvi;-3::1;-. 7, .s..,-;,n:". -:.--,`,=,,,". r ''',.-"., w-',,Ma4vI„,,,,, , .... , , , - : ,,,,;!., ,• 1 '''f 1 .• ,',..., '''444,,,V4-**-.....-.1 --- -1 -':,,-:• 1', 1-:•,,:42,' r' ,-,1 11:',WV,::1 '13''''";;;' .-- 'SI '*:s'',',, ' , . . ' •lz'%.$-..,4%.*:,_:.,r, ... ... , .. , . ' ' ' ti .... , ' , ' ., ,1 k. • '',: '-'- ' •- .-•* - • Section II KEY PROJECT TEAM MEMBERS HUCKELL/WEINMAN ASSOCIATES, INC, Richard Weinman, a senior principal of Huckell/Weinman Associates Inc., is an attorney, land use/policy analyst, and author/editor. His 19 years experience in the land use and planning fields includes analysis of comprehensive plans and regulatory programs, performing land use, shoreline and zoning studies for development projects, drafting state and local legislation, conducting workshops on SEPA and other land use issues, and managing land use, regulatory and EIS projects. He has successfully led or participated in SEPA/GMA integration efforts in Kitsap County, Spokane County, Snohomish County, King County and the cities of DuPont, Federal Way, Lynnwood and Kirkland, and typically serves as Principal/Project Manager for our comprehensive, subarea and neighborhood planning projects. His expertise has been recognized in appointment to governmental task forces and committees on wetlands, growth management, economic development, industrial land supply, and infrastructure financing. Mr. Weinman is a frequent speaker at local and national conferences on the Washington State Environmental Policy Act (SEPA). He is also past chairman of the City of Mercer Island Design Commission. Mr. Weinman has specific experience in the Renton area. He served as principal on the Final EIS on the Land Use Element, the Draft and Final Supplemental EIS on the City's Comprehensive Plan, and the Valley Medical Center Expansion EIS. As a result of these efforts, he has working knowledge of land use and SEPA issues specific to the City of Renton. Michael J. Blumen, a principal with the firm, holds a Masters Degree in Urban Planning and has been consulting to public and private clients for 20 years. Prior to joining HWA, he served as principal with the Ferris Company. His areas of expertise include land use and environmental planning; EIS preparation and SEPA compliance; management and coordination of feasibility studies, land use assessments and technical reports in the areas of transportation, civil engineering, geotechnical engineering, air/noise quality, and the biological disciplines; and planning and permitting assistance for development proposals. Project experience includes EISs, planning and management for master planned communities, destination resorts, golf courses, retail facilities, business and industrial parks, residential developments, and institutional facilities. Mr. Blumen has served as either principal or project manager on numerous EIS documents for both small and large-scale development projects throughout the state. He has substantial experience in the management of large technical teams for complex SEPA review projects. Included in his project direction and/or management experience are the EIS documents for the city of Renton Huckell/Weinman Assoc.,lnc. Southport Development SEIS Proposal U--f Arrowleaf Planned Destination Resort, Lakepointe Master Plan, Quadrant Lake Union Center, Snoqualmie Ridge and Cascadia Planned Communities, and the Port Ludlow Master Plan. Mr. Blumen has direct experience in the City of Renton having served as principal/project manager on the Port Quendall Planned Action EIS, the Orchards EIS, and several EISs for multi-family residential developments in the past 15 years. On the Port Quendall project, he worked closely with the City of Renton Development Services Department during the scoping and initial phases of the project. Mr. Blumen has also been responsible for the preparation of several shoreline substantial development permit applications for a range of development projects. Richard Schipanski, an associate planner with the firm, has 11 years of private and public- sector experience in urban planning, environmental analysis, EIS preparation and permitting. His experience includes large mixed-use projects, institutional facilities (educational, medical, correctional and public facilities (resorts). Representative projects include: Lakepointe Mixed- Use Master Plan; Seattle Pacific University Major Institution Master Plan; Snoqualmie Ridge Mixed Use Final Plan; and the Land Use Element of the Sound Transit LINK EIS. ASSOCIATED EARTH SCIENCES, INC. AESI fisheries and water quality experts have considerable experience with land development along the Lake Washington shoreline. Recently, key AESI team members Carl Hadley (fisheries) and Andy Kindig (water quality) worked with the City of Renton and Paul Allen's group on the Baxter, Port Quendall, and Barbee Mill remediation and site development. Tasks included describing existing fisheries and water quality conditions, assessing development impacts, and developing environmental mitigation alternatives. AESI staff were also responsible for environmental studies and mitigation associated with the Lakepointe development and marina on Lake Washington in Kenmore. The AESI strategy is to satisfy the City's objectives for an environmentally sound project. Our experience and knowledge allow us to do this by providing early recognition of potential environmental obstacles and constructive advice concerning alternative options. From past project work in the south Lake Washington area we are familiar with all key agency representatives and their criteria for a properly designed lakefront project. This will help expedite the aggressive dSEIS schedule. Curtis Koger has over 18 years of experience in geologic practice in a wide variety of geologic settings and disciplines. His experience and expertise have been derived from extensive subsurface stratigraphic exploration evaluations, ground water projects, and from economic and geologic hazards studies. His experience in ground water resource development includes regional hydrogeologic and wellhead projection evaluations, design and analysis of pump tests, aquifer characterization, well siting studies, drill rig supervision, and geologic logging. He has prepared comprehensive reports documenting hydrogeologic conditions for Environmental Impact Studies and has provided expert testimony on ground water issues. City of Renton Huckell Weinman Assoc.,Inc. Southport Development SETS Proposal 11-2 McCULLEY FRICK& GILMA/V, INC, Mr. Richard Steffel, Senior Environmental Scientist, would serve as the MFG project manager, overseeing both the air quality and the noise analyses and documentation. Mr. Steffel has been involved in scientific and policy analyses of environmental pollution situations since 1979. In that time he has participated in the design and execution of a wide variety of field sampling and modeling studies of environmental impacts of air, noise, and water pollution from point and area sources in urban and rural settings. Mr. Steffel has managed and participated in numerous air quality and noise impact modeling studies of the potential environmental effects of a variety of proposed developments and actions. Mr. Mike Zimmer, Staff Air Quality Engineer would perform the air quality modeling for the project. Mr. Zimmer specializes in quantifying pollutant emissions and estimating resulting ambient air concentrations stemming from proposed actions. He has performed numerous project-level air quality conformity assessments for proposed transportation projects in nonattainment areas. Ms. Kristen Wallace, Project Environmental Scientist, would perform the noise impact analysis. Ms. Wallace specializes in environmental noise measurement, modeling, calculations, mitigation assessment, and vibration measurement. Ms. Wallace has participated in numerous noise impact modeling studies of the potential environmental effects of a variety of proposed developments and actions. KPFF CONSULTING ENGINEERS Two key professionals from KPFF would participate in the H/WA team providing services to the City of Renton, Mark A. Veldee and Ronald J. Leimkuhler. Mark Veldee has 15 years of experience in the management, design and construction of civil engineering projects for public and private clients. His experience with both private site development as well as public infrastructure projects provides a comprehensive understanding of the processes and impacts _ associated with proposed developments. His technical expertise includes utility design/relocation, detention systems, roadway and parking design, pedestrian facilities and preparation of street improvements drawings. Ronald Leimkuhler has 19 years of experience in the planning, design and construction of public works, infrastructure and private site development projects. His areas of expertise include highway design, street reconstruction, surface water management, sanitary sewer systems and water distribution. His design experience includes extensive roadway design, signage and channelization, storm drainage analysis, retention/detention systems, gravity and pressure sanitary sewers, pump station analysis, water systems, grading plans and pedestrian bridges. He has prepared permit applications and environmental documents for municipal and private clients. ENVIROISSUES Jennifer Kauffman, Senior Associate, has twenty years of experience in supporting public involvement activities for environmental review processes. Her expertise focuses on developing a public review process that is responsive to public issues and concerns, designing public forums that allow for substantive input from the public, and summarizing and preparing City of Renton Huckeli/Weinman Assoc.,Ine. Southport Development SEIS Proposal 11-3 responses to public comments. Ms. Kauffman is currently providing community relations support for King County Department of Natural Resources for the construction of an improved and expanded wastewater conveyance and storm drains in the Bryn Mawr area of the City of Renton. Paul R. Bergman, Associate I, provides public involvement support to a wide range of environmental assessment projects, focusing on preparing public information materials, designing and supporting public forums, and interacting with members of the public. He is currently providing community relations support for King County Department of Natural Resources for the construction of an improved and expanded wastewater conveyance and storm drains in the Bryn Mawr area of the City of Renton. ENTRANCO Ken Oswell has more than 27 years of planning and design experience for major transportation improvements in the Pacific Northwest, and nationwide. His experience includes planning and location studies, environmental documentation, preliminary engineering and final design. His experience includes a diversity of transportation improvement alternatives, ranging from an aggregation of traffic system management solutions to major new construction. Ken has also conducted numerous traffic studies for local municipalities, and has assisted them with planning to meet GMA requirements. Torsten Lienau is a transportation engineer with specialized experience in traffic operations and analysis. His traffic analysis experience consists of intersection capacity analysis, signal coordination, arterial and urban street analysis, traffic impacts of new development, parking - utilization and demand, and accident analysis. His responsibilities have included project management, data collection and analysis, and preparation of technical memorandums, reports and presentations. Jeff Haynie has managed and completed numerous traffic impact studies for street and highway improvements and site development projects. He has also conducted significant traffic analyses for large environmental impact documents. Jeffs transportation planning experience includes preparing traffic forecasts and applying these forecasts for use in design studies. NAKANO ASSOCIATES Nakano Associates LLC is a professional service firm specializing in landscape architecture for recreation planning and design. The firm's philosophy is to collaborate with allied professionals to produce innovative and integrated solutions to design challenges, to manage these associations and solutions responsively and cost effectively, and to achieve a balance between ecological and social stewardship. The firm uses a variety of tools in the design process including computer aided design and drafting, photographic simulation, and presentation graphics. The firm is made up of the principal, three project managers, four landscape designers, an office manager and an administrative assistant. City of Renton Huckell/Weinman Assoc.,lne. Southport Development SEIS Proposal pq Nakano Associates has the capability to prepare visual simulations from a number of viewpoints around the project site to illustrate the aesthetic impacts of the for the EIS. Nakano proposal Associates uses new technologies such as digital cameras and modeling and imaging software to create accurate, realistic images. Nakano Associates is currently working with the City of Renton on the pre-design through construction administration for the Renton Transit Project. We also worked with the City in the past on traffic calming measures for North Third Street. The firm designed the plantings and irrigation, prepared cost estimates and site specifications, and assisted with community involvement. City of Renton Huckell/Welnman Assoc.,lnc. Southport Development SEIS Proposal l/5 Section III PROJECT SCHEDULE & BUDGET . , _ kENTON 8 for , ikk. 0 I 14S f RN '. k SECTION!!! PROJECT SCHEDULE AND BUDGET SCHEDULE Huckell/Weinman Associates is committed to a fast-track schedule for the Southport SEIS/Planned Action. In order to meet this schedule, efficient organization at the outset of the effort will be necessary, as will close communication between all parties. Ultimately, the success of the project and the ability to meet the schedule will hinge on the effectiveness of communication between H/WA, city staff and the applicant. As we have indicated previously, strong project management and communication are hallmarks of our approach and performance record. The attached outlines our proposed schedule to complete the Southport SEIS. It assumes authorization by March 3`d and a quick start to the process. In order to meet the goal of issuing a Draft SEIS in late May, a preliminary DSEIS will be submitted to the city in late April. We have assumed relatively limited time periods for city and applicant review of the documents. Our schedule calls for issuance of the Final SEIS in late July, allowing for hearings in August/September. HWA believes this schedule is aggressive but feasible, if all parties are prepared to fulfill their responsibilities. To succeed, it will require an experienced, qualified and committed team. Based on our experience and successful track record on similar projects, we are confident of our ability to produce a successful product in a timely manner. BUDGET The Huckell/Weinman Associates team has formulated a detailed budget to complete the Southport SETS/Planned Action that will realistically meet the goal of comprehensive, project-level environmental review for a planned action and afford flexibility in the specific development program for the site. Numerous assumptions have been made to arrive at a defined scope and number of hours for each task. These assumptions are outlined on the attached matrix and/or City of Renton Huckell/Weinman Associates Inc. Southport Development SEIS Proposal III-1 discussed in our approach section of this proposal. A current fee schedule for all team members is included as well. Given 'the fast-track schedule, it is critical to produce a complete and comprehensive SEIS at the preliminary draft stage. We have, therefore, given additional weight to our effort for Task 2- Preliminary Draft SETS. Producing a complete document at this stage will facilitate the rest of the process and limit costs to issue a Draft SEIS. Some key assumptions in our scope relate to participation in scoping, inclusion of separate agency scoping meetings, the number of total meetings during the overall process, the approach and level of effort for public involvement, whether modeling will be required for air quality and noise assessment, the number and cost of printed copies of the document, etc. HWA remains open to modifying our assumptions and associated costs based on specific feedback from the city. Upon further discussion with the city, we will set our specific scope and budget for the entire SEIS effort. HWA is committed to completing the process within the agreed-to budget, barring significant, unforeseen changes in circumstances. We are confident that we can complete a legally adequate, defensible and high- quality document within a reasonable budget. - Hck //City of Rentonu e /We/nman Associates Inc. Southport Development SEIS Proposal /l/--2 • Hacke///WeinmanAssoc. City of Renton Southport Development-SE/S/Planned Action Proposed Project Schedule March April May June July _- Task Name Start Finish 3/1 3/8 3/15 3/22 3/29 4/5 4/12 4/19 4/26 5/3 5/10 5/17 5/24 5/31 6/7 6/14 6/21 6/28 7/5 7/12 7/19 7/26 i Authorization to Proceed Wed 3/3/99 Wed 3/3/99 . , •• Project Kickoff Meeting Mon 3/8/99 Mon 3/8/99 . • • • • Scoping Notice Wed 3/3/99 Tue 3/9/99 • Agency Scoping Meeting Mon 3/22/99 Mon 3/22/99 . • • Public Scoping Meeting Fri 3/26/99 Fri 3/26/99 . • • Scoping Period Fri 3/1 2/99 Fri 4/2/99 j i • Prepare Preliminary Draft SEIS Wed 3/3/99 Tue 4/27/99 : • • Receive Description of Airs. Wed 3/3/99 Mon 3/15/99 • Prepare Alts.Desc.Chpt of SEIS Wed 3 10 99 Thu 3 18 99 City/Applicant Review of Alts Chpt Fri 3/19/99 Tue 3/23/99 S i • Impact Analysis Mon 3/15/99 Wed 4/7/99 Technical Reports Due Mon 4/12/99 Mon 4/12/99 . • ! j Internal Review&Production Tue 4/20/99 Tue 4/20/99 . ! I • Submit PDSEIS to City Tue 4/27/99 Tue 4/27/99 ♦ • City&Applicant Review Wed 4/28/99 Fri 5/7/99 Prepare revisions to PDSEIS Mon 5/10/99 Wed 5/19/99 Submit revised PDSEIS to City Wed 5/19/99 Wed 5/19/99 { • : City final review Thu 5/20/99 Mon 5/24/99 • ++! � I Final revisions/printing of SDEIS Thu 5/27/99 Thu 5/27/99 , Submit DSEIS to City for distribution Fri 5/28/99 Fri 5/28/99 . DSEIS Comment Period Fri 5/28/99 Mon•,6/28/99 DSEIS Public Hearing Wed 6/16/99 Wed 6/16/99 I 3 ♦ Review comments received Mon 6/28/99 Wed 6/30/99 • • Prepare Preliminary Final SEIS Mon 6/21/99 Thu 7/15/99 { • Technical Responses Due Wed 6/30/99 Tue 7/6/99 • • Internal_review-&-production — Wed 7/799 Tue 7/13/99 • Submit PFSEIS to City Wed 7/14/99 Wed 7/14/99 • i City&Applicant Review Thu 7/15/99 Tue 7/20/99 i I ` Prepare revisions to PFSEIS Tue 7/20/99 Mon 7/26/99 • City final review Mon 7/26/99 Tue 7/27/99 _, Final revisions&printing Tue 7/27/99 Wed 7/28/99 ! ■ Submit FSEIS to City for distribution Fri 7/30/99 Fri 7/30/99 j . 'I • Huckell/Weinman Associates, Inc. CITY OF RENTON SOUTHPORT DEVELOPMENT-SEIS/PLANNED ACTION PROPOSED BUDGET TASK HOURS TOTAL S TASK HOURS TOTAL$ 1. Scoping 33 53,387.00 3. Draft SEIS Completion 2. Preliminary Draft SEIS • Project Management/Coordination 18 $2,178.00 Project Management 94 $1 1,238.00 Meetings 12 $1,368.00 Meetings 20 $2,280.00 Document Revisions 72 $6,408.00 Alternatives Description 30 53,042.00 Word Processing/Support 20 $940.00 Natural Environment 188 $18,880.00 Subtotal 122 $10,894.00 Land and Shoreline Use 40 54,304.00 Expenses Aesthetics 22 51,818.00 DSEIS Printing 55,000.00 Transportation 40 C538-650.007 Misc. Expenses 5300.00 Infrastructure 90 $5,955.00 Subtotal $5,300.00 Population/Housing/Employment 14 $1,178.00 DSEIS TOTAL $163,630.00 Public Services 18 $1,446.00 4. Final SEIS Recreation 14 $1,178.00 Project Management/Coordination 24 53,280.00 Noise 100 S8,790.00 Meetings _ 12 $1,368.00 Air Quality* 116 $8,960.00 Technical Responses 35 53,560.00 Technical Report Review and Mitigation Framework 100 $9,840.00 Technical Response Review and Integration 15 $1,395.00 Document Compliation/Editing 122. S11,250.00 Document Compliation/Editing 60 $5,060.00 Graphics 26 $1,382.00 Document Revisions 28 $2,564.00 Word Processing/Support 30 51,410.00 Word Processing/Support 30 S 1,410.00 Subtotal 1464 $134,988.00 • Subtotal 204 $18,637.00 Expenses Expenses PDSEIS Printing $700.00 PFSEIS and FSEIS Printing $2,850.00 Misc.Expenses 52,000.00 Misc. Expenses $500.00 Subtotal $2,700.00 Subtotal $3,350.00 Subconsultant Handling $9,748.00 Subconsultant Handling 5427.00 PDSEIS TOTAL $147,436.00 FSEIS TOTAL $22,414.00 5. Public Involvement 32 $1,624.00 6. Agency Coordination 32 $3,444.00 *Cost assumes modeling for an air quality conformity analysis;if the modeling for the conformity analysis is not required,cost for this task would be approximately$4,000 ASSUMPTIONS • Scoping includes participation at scoping meetings,preparation of draft notice and coordination with City. •—Participation at a-maximum-of-1 0-meetings,-including-the-public coping-meeting,-agency scoping meeting,,and DSEIS hearing(by H/WA-representatives only) and 7 meetings with city staff. Total does not include internal SEIS team meetings. • Miscellaneous expenses include in-house printing,fax/communications,mileage,delivery • Subconsultant handling fee of 12% 1 I I IG- • Numbers of copies of documents: First Preliminary DSEIS and Preliminary FSEIS- 15 each;Second PDSEIS and PFSEIS-5 each; Draft SEIS and Final SEIS- 150 each. • Printing: DSEIS-First Preliminary document- 15 copies at$30/copy,Second Preliminary document-5 copies at S30/copy,Issued document- 150 copies DSEIS at S30/copy, FSEIS- 15 copies at S 15/copy, 5 copies at$15/copy,and 150 copies FSEIS at$15/copy. • Final SEIS budget assumes no more than 20 typical comment letters,with no new analysis or substantive rework necessary,and no changes to the proposal/alternatives between the Draft and Final SEIS. • Assumes proposed schedule is met by all parties (SDEIS issued in May, FSEIS issued by the end of July) • Assumes two rounds of review by City/applicant for each document. Second review is assumed to be very minor editing only. _ • Public involvement assumes preparation of two newsletters and information for the City of Renton Home Page. • Agency coordination assumes attendance at up to two meetings by key members of Huckell/Weinman Associates,AESI and Entranco in addition to agency scoping meeting. • The cost for each computer generated visual analysis graphic is$750. „_ ,,,-:: .,,,,,„4,.,,,,,, .:.i,.:-::.:,,,-.).„ ,,„,.:.-......;..,.,::•:,ws-,:. -Aciiii-;,:w,„:;:.: ..- d— 1999,:..,;T:earil Reite,:-,Sche tilp..‘„,, ,..„,:,,,,,,,,,i,,,,,.,::,,,,,:,,,,,,„,,,,,,,,,„,,,,,„,„,.:;:„,,,,,,,,,,;:;:„..„,,,,,,, AssoctAIL•34://yE4T,w:A:!: ,,:-.;:,:f:7.:z.:-.::.,2-,A. :.5,fw-. .%z:: ,:. mucKELLy,wEnvAg4,11,...;•,,., ,,,,,,,,,,„,,,:,,,-..,- s-,. ,,,,...,,,,:„,,,,,,Ae,,,::-,,,,A,„. ...:., ,,igr,,,„:,,,,,.„:,i,;?.,,,,,,,,,,,,,,,:.3,,,,,,,. Richard Weinman Senior Principal 1 Michael Blumen $135.00 Principal Richard Schipanski $93.00 Associate Planner Katie McKinstry $67.00 Staff Economist Handlihg charge on reimbursable expenses and subconsultants-12percent 1 , AS$00-A TED,:E 7,A,,, Rr:TNICIENCESNun-,!::,..,,.4., ,::::g.,-!i,Tiff;...-'4'•!';iiel*,,Zir?2:W-Y-*-,;4f.'s- i‘P'!:,-;:,-:-',...-- ::',1:.;':'A':',..;::::7'). :1:',-''; f-S'.;--I:A''''.: ''''-:.:5-,i'i'ia'-'4".P4:12Y,;;VM'All.'",':k:',.'”:3-:','::,',*:.-•:c.:::'.-:.'''''''"'"''''''"''r''''' ''"-" $1 is.00 1 j Andy Kindig Senior Associate $115.00 Senior Associate Curtis Koger Carl Hadley Senior Fisheries Biologist $100.00 Otto Paris Senior Hydrologist $100.00 1 I Kurt Merriman Senior Geotechnical Engineer $100.00 Jill Wheeler Senior Project Geologist $90.00 Gary Stevens Project Hydrologist $75.00 1 ' t-ie x,4tatAd A N_l'-,-V:,: g,,W:fq:ic;,,'%.-7 ,Alf.452,.;g-, ;;.-4-,D:,:..;,:,•?A,,,,,,i: ,MCCUL,'LEY:,:;F:R1s.,”i . '- - 7,V --,:::,:4:i.7g,,,,Az;,:',- ,-.,:,:, :::; A.-' Richard Steffel '-- $75.00 1 1 Sr. Environmental Scientist Project Scientist Kristen Wallace $105.00 $65.00 _ 1 Staff Scientist 'Mike Zimmer -- - .--1'. :,,,,,“,-,•44',, ,,,'1,e'v,it-',..1.:1'Af':":?2,,?F-fAgele:4-;g1:::;:: , ,,,,,,,,,•„„,,s,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.-,..E,AillipAAK:7:0;4:,*`:.,5;E-,'n';''',2„.-Z-,f; -.Filt:',':Z,a,A,;-,j:' ,:g;'-:ftqlg5*a''..*4:‘-',',.. , ::fa..:: 1 - . : , ' -..... :" .''',-;' ,:',',,`,'‘...',.:,,,':-.,-,,,,Te-,...•:,:-..,-,::-,',,,, :, ‘.2,L,', - - ,, ,,.-,- --..•-' ,,--s,i,;::::','.'':-;',:,i,,f:;-2,::: :.:',.3.:!'i%,- -..c;§,i'-•, :z•?.'','74:.',,-!',f-'.:- .',;:':.,:::- ,,,,:,:,;:7,,,41.-,-",''.',, -;--,.4 Ken Oswell Principal John Hammersmith Project Manager $98.00 $88.00 Torsten Lienau Senior Engineer $88.00 Jeff Haynie Senior Engineer $75.00 Thomas Wittman Design Engineer $68.00 Staff Engineer Bill Love , I J ,,. : ,.'.J.::J',--:; -.:':.., •-,J-. .., i(PFF J.CONSUL TING .,.7',':':::;1:1!:::. "-::;:::;,!:-.: .• .'::,;.'.....,!. '.‘f.,.:5::;:':,'.`',,-,'..::::; ',-:':.v ::,:,'! , .. I, „ ' • • • 1 •• . , . • . N Ro Principalnald Leimkuhler Senior Engineer Mark Veldee :87 05".°O 0° ENV I R 0!SS UEIF.-. ..s. ::.i:.;,!,-.,,;j-,::,:-.:,±:.,,;,,:::--- .:7.,:'..2 .- ,:,•,-;,:,:'::::J,--:!.;-:1, ..::.'.4,:.,..:r:..';':.Y,$120.57 Senior Associate Jennifer Kauffman $50.77 Associate I Paul Bergman ci nr.c qq-/841 u ) ENGINEERING REPORT Preliminary Technical Information Report Southport „.4004 Project No. C990570-01 December 22,1999 PREPARED THROUGH: Seco Development 10843 NE 8th Street,Suite 200 Bellevue,WA 98004 Phone: (425)688-3085 Contact: Rex Allen PREPARED FOR: City of Renton Level II Site Plan Submittal -0 C. AO PREPARED BY: �Q� o�w �� Coughlin Porter Lundeen (.., , '� 217 Pine Street,Suite 300 . - 7:) Seattle,Washington 98101 Phone: (206)343-0460 . 2 IsS'5I'8�'"77 Contact: Mr.Steve C.Porter,P.E. `1sIONAL Ms.Nina L.Cousins,P.E. ' EXPIRES 01/23/00 pc-L, COUGHLINPORTERLUNDEEN PRELIMINARY TECHNICAL INFORMATION REPORT FOR: Southport Coughlin Porter Lundeen Project No.C990570-01 December 22,1999 TABLE OF CONTENTS Page SECTION I Overview 3 SECTION II Preliminary Conditions Summary 5 SECTION III Off Site Analysis 7 SECTION IV Site Hydrology 9 SECTION V Conveyance System Analysis and Design 12 SECTION VI Special Reports and Studies 13 SECTION VII Basin and Community Plan Areas 14 SECTION VIII Other Permits 15 SECTION IX Erosion/Sedimentation Control Design 16 SECTION X Bonds 17 SECTION XI Maintenance and Operations Manual 18 Standard Maintenance XI-1 COUGHLIN PORTER LUNDEEN SOUTHPORT 1 FIGURES Figure 1-TIR Worksheet Figure 2-Vicinity Map Figure 3A-Topography Map Figure 3B-Existing Site Drainage Map (11x17 Plan Sheet) Figure 3C-Proposed Site Grading Map (11x17 Plan Sheet) Figure 3D-Proposed Site Drainage Map (11x17 Plan Sheet) Figure 3E—Catch Basin Sub-Basin Map (11x17 Plan Sheet) Figure 4-Soils Map APPENDICES Appendix'A'—Sensitive Area Folio Maps • • • • • COUGHLIN PORTER LUNDEEN SOUTHPORT 2 1 PROJECT OVERVIEW The'following Preliminary Technical Information Report(TIR)provides the background technical information for the design analysis required to develop the TESC and drainage plan. The design for Southport was based on the requirements set forth in the 1990 King County Surface Water Design Manual(KCSWDM)and all updates.(See Figure 1—TIR Worksheet) Southport is a 14.24 dry acre site located on the south shore of Lake Washington in Renton, Washington. The site is bounded to the west by Gene Coulon Park, to the east by the Boeing 737 assembly plant, and to the south by Lake Washington Boulevard North (see Figure 2 - Site Vicinity Map). The project site is the location of the former Puget Sound Energy Shuffelton Steam Plant. The proposed project will construct approximately 475,000 square feet of residential space and 500,000 square feet of commercial office space. Three multilevel residential buildings with garage parking and retail/restaurant space proposed for the project. The commercial portion of the project consists of one large multilevel building with three towers and an associated parking garage. The project will provide water quality treatment in accordance with the 1992 Washington State Department of Ecology(DOE)Stormwater Management Manual for the Puget Sound Basin. Due to site constraints,a wet vault will be used to treat water from paved areas subject to vehicular use in lieu of biofiltration swales. The 1990 King County Surface Water Manual will be used for all other surface water issues such as conveyance design. See section IV of this report. Existing Drainage and Site Conditions The entire project site lies within the East Lake Washington drainage basin(See Figure 3A— Topographic Map). Although the total project site is 17 acres,the amount of developable land is approximately 14.24 acres. Of this developable area,approximately 13.3 acres currently drain directly to Lake Washington and 0.94 acres drain to John's Creek which outfalls to Lake Washington within approximately 1000 feet. Of the existing 0.94 acres that drain to John's Creek,0.61 acres are pervious and 0.33 acres are impervious.(see Figure 3B—Existing Site Conditions,and 3D,Existing Drainage Basins). The 14.2-acre site is located entirely within the Lake Washington Drainage Basin. The entire site is relatively flat,with an elevation within 2 to 3 feet of the Lake Washington water level. Approximately 0.94 acres of the site drains to John's Creek. The site drainage enters John's Creek within 1,000 feet of its outlet into Lake Washington. John's Creek is a tributary to Lake Washington, which drains the North Renton Subbasin. The creek enters Lake Washington at Gene Coulon Park, which forms the northeastern border to the site. The total North Renton Subbasin area is 2.12 square miles,according to the City of Renton's(1995)draft Surface Water Utility Comprehensive Plan. The portion of the site draining to John's Creek is approximately 0.07 percent of the total North Renton Subbasin that is collected in John's Creek. The 0.94-acre portion of the site within the John's Creek Subbasin consists of 0.33 acres of impervious asphalt and buildings,and 0.61 acres of pervious surfaces consisting of compact earth,grass,and blackberry. John's Creek drains from the southwest to northeast,moving under the paved entry at the COUGHLIN PORTER LUNDEEN SOUTHPORT 3 southeast corner of the site. Some drainage pipes are installed with catch basins in the John's Creek Subbasin,which convey water to the creek under the existing condition. Approximately 13.3 acres of the site drain directly into Lake Washington as part of the Lower Cedar River(Cedar Outfall portion)Drainage Basin. Over half of the area draining directly to Lake Washington is impervious asphalt and buildings. The remainder is mainly bare earth exposed during remediation. Stormwater runoff from the site is collected in a series of catch basins and inlets,and conveyed to a oil/water separator and detention vault. The vault outlets to a biofiltration swale or ditch in the southwestern portion of the site,which discharges to Lake Washington. Recharge to the shallow alluvium aquifer under the site is predominantly attributed to off-site areas,with only very limited recharge from precipitation falling on the relatively small on-site pervious areas. A second drainage ditch is also present on the western portion of the site. Runoff form paved areas on the site discharges into this western drainage ditch via the site's existing storm drain system. This ditch in turn discharges towards Lake Washington via the existing 10"stormwater outfall. According to the City's Draft Surface Water Utility Comprehensive Plan(1995),certain areas upstream of the Southport site(portions of the PACCAR site),flooded on a localized basis due to capacity problems in downstream culverts in the site vicinity. There is no history of flooding of John's Creek in the immediate site vicinity. Recent improvements upstream of the site(installation of a 72- inch storm drain line between Garden Ave.N.,N.8th St.and Lake Washington Boulevard)have adequately addressed localized flooding problems in the vicinity of the PACCAR site. John's Creek appears on flood insurance rate maps as an unnamed stream;flood hazards are not identified. The Southport site is located within Zone X,area determined to be outside of the 500-year floodplain(FEMA Flood Insurance Rate Map#53033CO664F,May 1995). Lake Washington is designated"Lake Class"waters by the Washington Department of Ecology (Ecology)under the authority of the Federal Clean Water Act(see Table 7). John's Creek by virtue of being a tributary of Lake Washington is designated"Class AA,"or extraordinary. Washington State water quality standards of Lake Class and Lake Class AA waters must be maintained as designated by Chapter 173-201A WAC with the purpose of establishing standards"consistent with public health and public enjoyment thereof,and the propagation and protection of fish,shellfish,and wildlife." (Washington Administrative Code[WAC1,1992). The City of Renton has adopted by ordinance the 1990 King County Surface Water Design Manual (1990 KC Manual)with some amendments(RMC 4-6-030.A). the City uses this manual for all surface water management. However,the applicant proposes to use the 1992 Ecology Stormwater Management Manual for Puget Sound Basins(1992 Ecology Manual)for water quality treatment. The 1992 Ecology Manual is more stringent than the 1990 KC Manual with regard to wet vault and wet • pond sizing for water quality treatment,and therefore requires better water quality treatment. Stormwater Management Manual for the Puget Sound Basin(1992;Washington State Department of Ecology and the Puget Sound Water Quality Authority;Chapter 173-275-360 WAC) The 1992 Ecology Manual defines,but is not limited to,detention controls and standards,required water quality treatment alternatives,designs,and maintenance,and temporary erosion and sediment control procedures. The applicant proposes to use this manual for water quality treatment of all proposed paved surfaces subject to vehicular use. COUGHLIN PORTER LUNDEEN SOUTHPORT 4 Proposed Site and Drainage System Surface runoff from new parking areas,roadways,and walkways will be collected by catch basins and conveyed through the site to a wet vault before eventually discharging into Lake Washington. Surface nmoff generated from the rooftops of the proposed buildings will be conveyed via roof downspouts into the conveyance system. Runoff from surface parking in buildings will also be conveyed to the storm system and through two separate water quality vaults prior to offsite discharge. Attempts will be made to bypass roof and clean water runoff around the water quality vaults. This will only be feasible on structures adjacent to the lake. (see Figure 3C—Proposed Site Conditions and Figure 3E-Proposed Drainage System). The onsite system is separated into three distinct areas. The first area,Basin A,collects runoff from the southern most structure and the main site road and conveys it into an water quality vault located in the western end of the site. This basin also incorporates the bypass area currently draining into John's Creek. Basin B collects water from the southern building and the road that is adjacent to the southern edge of the building,and conveys runoff through the proposed water quality vault located in the southwest corner of the site. Basin C is the western portion of the site that contains the westerly two structures and the trail adjacent to the water. Discharge from basins A and B collects with Basin C,which directly discharges into Lake Washington through the existing 10"discharge Tune,and the existing discharge tunnel. COUGHLIN PORTER LUNDEEN SOUTHPORT 5 • IL PRELIMINARY CONDITIONS This section will address the requirements set forth by the Core and Special Requirements listed in Chapter 1. Also listed are the requirements of the most recent Sensitive Areas Ordinance(SAO) pertaining to the project. Surface Water Management Design Manual Core Requirements: 1. Discharge at the Natural Location (1.2.1)—Stormwater currently discharges into Lake Washington or John's Creek as discussed earlier in this report. The discharge to John's Creek is within 1,000 feet of the Lake. Proposed conditions will also discharge stormwater runoff at the same locations. Every attempt will be made to remove discharge from John's Creek and convey it directly to the Lake to avoid Department of Fisheries concerns of both flow volume,rate,and quality. 2. Off-Site Analysis(1.2.2)-The off-site analysis Sections this report will elaborate on both the upstream and downstream off-site basins. 3. Runoff Control(1.2.3)- A. Peak Rate Runoff Control: As previously mentioned,detention will not be required for this project. Approximately 93%of the developable area is located within the Lake Washington System and drains directly to Lake Washington. The runoff from the remaining 7%of developable land will be bypassed from the John's Creek System to the Lake Washington System and then discharged to the lake. This project is exempt from peak runoff rate control under the direct discharge exemption. B. Biofiltration: This project will not provide a bioswale due to site constraints. Instead,a wet vault designed in accordance with DOE criteria is proposed to address the water quality requirements for impervious areas subject to vehicular traffic. 4. Conveyance Facilities(1.2.4)-This project will be designed in accordance with City of Renton .Surface Water Design Manual Criteria. The system will be designed to convey the 25 year—24 hour event with 0.5 feet of free board and the 100 year—24 hour event without overtopping roadways. 5. Erosion/Sedimentation Control Plan(1.2.5)-This project will install a series of temporary erosion and sediment control BMPs(Best Management Practices)related to specific conditions on the site. 6. Maintenance and Operation(1.2.6)—The proposed storm drainage system will be owned,operated, and maintained by the owner. 7. Bonds and Liability(1.2.7)—The owner and contractor will obtain all necessary permits prior to the beginning of construction. • Special Requirements 1. Critical Drainage Areas(1.3.1)—There are no critical drainage areas located on-site. 2. Compliance with an Existing Master Drainage Plan(1.3.2)-There are no master drainage plans covering the project site. • COUGHLIN PORTER LUNDEEN SOUTHPORT 6 3., Conditions Requiring a Master Drainage Plan(1.3.3)-The project does not require a master drainage plan. 4. Adopted Basin or Community Plans(1.3.4)—The project site is located in the Lower Cedar River Basin. The project site,however,discharges to the Black River Basin. Currently,no community plan governs the site. 5. Special Water Quality Controls(1.3.5)—Special water quality controls are not required since the project will not create over an acre of impervious area subject to vehicular traffic. Nevertheless,a wet vault will be used to provide water quality treatment for the 0.35 acre increase of impervious area subject to vehicular traffic. 6. ! Coalescing Plate Oil/Water Separators(1.3.6)—The increased area subject to vehicular traffic in this area is less than 5 acres. Therefore,a coalescing plate oil/water separator will not be provided. 7. Closed Depressions(1.3.7)—Wetlands and buffers within the drainage basin are beyond the limits of clearing and grading,and will not be impacted by the project site. 8. , Use of Lakes,Wetlands or Closed Depressions for Peak Rate Runoff Control(1.3.8)-There will be no use ,of lakes,wetlands,or closed depressions for peak rate runoff control except as allowed by the direct discharge exemption. 9. Delineation of 100-Year Floodplain(1.3.9)-The project is not located within a designated floodplain. 10. Flood Protection Facilities for Class 1 and 2 Streams(1.3.10)-There are no existing or proposed flood protection facilities for Class 1 or 2 streams within the project. 11. ,Geotechnical Analysis and Report(1.3.11)-The project does not propose to use a pond or infiltration [system,or modify existing flood protection facilities. Therefore,a geotechnical analysis and [report addressing the effects of groundwater interception and infiltration is not required. 12. '[Soil Analysis and Report(1.3.12)—See Geotechnical Analysis submitted separately as part of this level II site plan submittal. Sensitive Areas Ordinance Requirements: The'project is not within or adjacent to any sensitive areas. Refer to the King County Sensitive Areas Folio Maps in Appendix A. COUGHLIN PORTER LUNDEEN SOUTHPORT 7 III. OFF-SITE ANALYSIS Task 1 The Drainage Sub-Basin Map(See Figures 3B,3D,and 3E)depicts the sub-basins used in the analysis. Task 2-Resource Review a) Basin Reconnaissance Summary Reports: b) Critical Drainage Area Maps: Project site is not within a CDA. c) Floodplain/floodway(FEMA)Maps: d) Sensitive Areas Folio: Project site is not with or adjacent to any Sensitive Areas. e) Drainage Investigation: No major drainage complaints over the last 5 years. f) U.S.Department of Agriculture: For Soils Map see Figure 4. g) Wetland Inventory Maps: Project site does not contain wetlands. Task 3-Field Investigation Several site visits have been made to the site to gather additional information including level 1 Downstream Analysis and off-site conveyance system inspection. Task 4-Drainage System Description and Problem Screening Upstream The!Puget Sound Energy land between the site and Lake Washington Blvd generates upstream runoff to the site. This drainage is collected in catch basins and piped at various points into the project site. Runoff from this area is collected in the existing onsite discharge tunnel. There is no other upstream basin contributing runoff to the site.The site is surrounded by streets that control and limit runoff from entering the site. (See Figure 3D-Existing Drainage Basins). Downstream Investigation: This,portion of the analysis is included to address Core Requirement#2. As previously mentioned,the project site is divided into two systems: Lake Washington System(Basin A): The Lake Washington System accounts for approximately 93%of the developable area at the project site and discharges runoff from this area directly to Lake Washington. The proposed site design will have negligible increases in impervious area and peak flows in the Lake Washington System. Consequently,detention will not be required for any site area discharging directly to the lake. A wet vault will be used to provide water quality treatment for new impervious areas subject to vehicular traffic. PI COUGHLIN PORTER LUNDEEN SOUTHPORT 8 John's Creek System(Basin B): The John's Creek System accounts for approximately 7%of the developable area at the project site and discharges runoff from this area to John's Creek. The proposed site design will increase the impervious area in this system by 0.12 acres. The project improvements within the John's Creek discharge area will also generate a 0.03 cfs increase to the existing site conditions 100-yr/24-hr peak flow. To avoid the possibility of streambank erosion due to this slight increase in peak flow,runoff from the John's Creek site area will be bypassed to the Lake Washington System. Detention will not be!required since the negligible increase in runoff from this area will be directly discharged to the lake. The wet vault used in the Lake Washington System will also be used to treat the stormwater runoff from the John's Creek System. Th'e proposed drainage system will have negligible effects on the natural drainage paths of the runoff. It is not anticipated that the proposed development will have a negative impact to the existing downstream conditions. Task 5-Mitigation A new conveyance system will be installed providing improved drainage on the site and better control of on-site runoff leaving the site. During the site investigation there was no evidence of overtopping or other capacity problems. In addition,this site does not anticipate that any existing drainage problems will be increased due to the insignificant flow increase from this project. COUGHLIN PORTER LUNDEEN SOUTHPORT 9 • IV. ' SITE HYDROLOGY This'section describes the conditions that contribute to the runoff values for the site. This project is not required to provide stormwater detention due to the direct discharge exemption for runoff control. Part A-Existing Site Hydrology Currently the site consists of asphalt and bare earth. Runoff sheet flows to catch basins and is then piped directly to Lake Washington Part B-Developed Site Hydrology The developed conditions will increase the total amount of impervious area on the site,however, drainage will still sheet flow to catch basins,which in turn will discharge directly to Lake Washington after receiving water quality treatment from a water quality vault. • COUGHLIN PORTER LUNDEEN SOUTHPORT • 10 Parts C and D-Hydraulic Analysis and Detention System Standard Requirements(based on KCSWDM and SAO): 1. Flow rates must release flow at or below existing 2 and 10-year peak rates,the volume to reduce flow to these rates will be increased by 30%. The system will then be evaluated for the 100-year storm event to identify if there will be adverse impacts downstream,or if additional mitigation may be required(1.2.3-2&3). Existing conditions are those that were present in May 1979(1.2.3-1). There will be no proposed on-site detention system in accordance with the Direct Discharge Exemption. 2. Detention Ponds are to be open unless there are no practical alternatives and it may be combined with wetponds(1.2.3-3). Detention ponds will not be used on this project. 3. Retention facilities must be evaluated for the seven day 100-year event and downstream overflow path evaluated(1.2.3-4)(1.3.7-1). Retention facilities will not be used on this project. 4. Wetlands shall not be used for detention unless there is no alternative,it is a type 3 wetland with its only major function is storage,and the facility his regional in nature. [54(91.C)] There are no wetlands located on-site. 5. Flow control is not required if there is less than 5,000 sf of new impervious surface,flow increase is less than 0.5 cfs for the 100 year storm event,or discharges to the Cedar, Green,Duwamish,Sammamish,Skykomish,Snoqualmie,White or Stuck rivers;Lake Sammamish or Washington,or Puget Sound(1.2.3-5). Flow Control is also not required if discharging to a lake,wetland,or closed depression if the increase of floodplain is less than 0.1 feet and permission is secured from the affected property owners,water quality treatment is provided before discharge,and there is an outlet that may need to be modified to retain existing 2,10 and 100 year flow rates(1.3.8-1).There will be no proposed on-site flow control system in accordance with the Direct Discharge Exemption. 6. Bypasses may be permitted if discharge is to same sub basin and flow rate is compensated for at the detention facility(1.2.3-6). N/A 7. Off-site flow greater than 50 percent of the 100-year on-site flow must be carried in a separate system around the detention system(1.2.3-6). There will be separate bypass stormzvater system provided bypassing flow from south of the site,around the west side of the project,into the existing discharge tunnel where it ccn7ently discharges. Part E-Water Quality The project will provide water quality treatment in accordance with the 1992 Washington State Department of Ecology(DOE)Stormwater Management Manual for the Puget Sound Basin. Due to site constraints,a wet vault will be used to treat water from paved areas subject to vehicular use. The 1990 King County Surface Water Manual will be used for all other surface water issues such as conveyance design. See section IV of this report. COUGHLIN PORTER LUNDEEN SOUTHPORT 11 V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN This section discusses the criterion that was used to analyze and design the proposed storm conveyance system. Existing Drainage Subbasins: The project site is located within the East Lake Washington sub-basin to the Lower Cedar River major drainage basin. The project site consists of two localized subbasins located within the project area(see Figure 3-Existing On-Site Basin Map). All three subbasins converge within 1/-mile downstream of the project site. The first subbasin A consisting of approximately 13.3 acres of the site drain directly into Lake Washington as part of the Lower Cedar River(Cedar Outfall portion)major drainage basin. Over half of the area draining directly to Lake Washington is impervious asphalt and buildings. The remainder is mainly bare earth exposed during remediation. Stormwater runoff from the site is collected in a series of catch basins and inlets,and conveyed to an oil/water separator and detention vault. The vault outlets to a biofiltration swale or ditch in the southwestern portion of the site,which discharges to Lake Washington. Recharge to the shallow alluvium aquifer under the site is predominantly attributed to off-site areas,with only very limited recharge from precipitation falling on the relatively small on-site pervious areas. The Second subbasin B is approximately 0.94 acres of the site drains to John's Creek. The site drainage enters John's Creek within 1,000 feet of its outlet into Lake Washington. John's Creek is a tributary to Lake Washington,which drains the North Renton Subbasin.The 0.94-acre portion of the site within the John's Creek Subbasin consists of 0.33 acres of impervious asphalt and buildings,and 0.61 acres of pervious surfaces consisting of compact earth,grass,and blackberry. Johns Creek drains from the southwest to northeast,moving under the paved entry at the southeast corner of the site. Some drainage pipes are installed with catch basins in the Johns Creek Subbasin,which convey water to the creek under the existing condition. As'described previously,the northerly flowing Johns Creek crosses the southeast corner of the site adjacent to Lake Washington Boulevard. This creek flows to the north across Gene Coulon Park and empties into Lake Washington. Approximately 93 percent of the site slopes down toward Lake Washington,and surface water flow from the site in Johns Creek is limited to 0.94 acres on the east side of the property. A drainage ditch in this vicinity discharges surface water runoff form this portion of the site into John's Creek by a culvert. Standard Requirements: 1. Facilities must convey the 100-year flow without overtopping the crown of the roadway,flooding buildings,and if sheet flow occurs it must pass through a drainage easement. The on-site system will convey the 25-year storm event. 2., New pipe systems and culverts must convey the 25-year flow with at leas 0.5 feet of freeboard. (1.2.4-1)The on-site system will convey the 25-year flow with 0.5 feet of freeboard. 3. Bridges must convey the 100-year flow and provide a minimum of two feet,varying up to six feet, of clearance based on 25%of the mean channel width.(1.2.4-2)(4.3.5-6). There are no bridges associated with the construction of this project. COUGHLIN PORTER LUNDEEN SOUTHPORT 12 4. Drainage ditches must convey the 25-year flow with 0.5 feet of freeboard and the 100-year flow without overtopping.(1.2.4-2)There is no new drainage ditches associated with the construction of this project. 5. Floodplain Crossings must not increase the base flood elevation by more than 0.01 feet[41(83.C)] and shall not reduce the flood storage volume[37(82.A)]. Piers shall not be not be constructed in the FEMA floodway. [41(83.F.1)] There are no floodplain crossings associated with the construction of this project. 6. Stream Crossings shall require a bridge for class 1 streams that does not disturb or banks. For type 2 and 3 streams,open bottom culverts or other method may be used that will not harm the stream or inhibit fish passage.[60(95.B)] There are no classified streams located on the project site. 7. Discharge at natural location is required and produce no significant impacts to the downstream property(1.2.1-1)The project will follow natural drainage paths therefore the discharge will be at a natural location. Detailed information and calculations area contained in Appendix A Special Requirements (based on P-suffix,basin or community plans,and critical designations): There are no special conveyance requirements for the site. On-site Conveyance( See Figure 3E—Proposed Drainage Basins) The on-site conveyance system will consist of,type I and II catch basins,and 8 to 24-inch conveyance lines. The capacity of the conveyance lines was evaluated using the Rational Method. Calculations showing the sizing of the on site conveyance system will be provided during building permit submittal. The onsite system is separated into three distinct areas. The first area,Basin A,collects runoff from the'southern most structure and the main site road and conveys it into an water quality vault located in the western end of the site. This basin also incorporates the bypass area currently draining into John's Creek. Basin B collects water from the southern building and the road that is adjacent to the southern edge of the building,and conveys runoff through the proposed water quality vault located in the southwest corner of the site. Basin C is the western portion of the site that contains the westerly two structures and the trail adjacent to the water. Discharge from basins A and B collects with Basin C,which directly discharges into Lake Washington through the existing 10"discharge line,and the existing discharge tunnel. The peak flows for the associated hydraulic design will been determined by using the Santa Barbara Uiban Hydrograph(SBUH)Method with Type 1A rainfall.The proposed drainage system will be designed to convey the 25-yr/24-hr design storm event for piped conveyance. The proposed water quality treatment system will be designed for 64%of the 2-yr/24-hr storm event in accordance with DOE guidelines. COUGHLIN PORTER LUNDEEN SOUTHPORT 13 VI. ! SPECIAL REPORTS AND STUDIES See Geotechnical Analysis submitted separately as part of this level II site plan submittal. - I r-, COUGHLIN PORTER LUNDEEN SOUTHPORT li I 14 � I • VII.! BASIN AND COMMUNITY PLAN AREAS Basin Plan(1.3.4-1) The project site is located in the East Lake Washington Drainage Basin. Community Plan(1.3.4-1) The project lies within the City of Renton limits and is part of the Green River Community Planning and Zoning Area. - I Critical Drainage Areas(1.3.1-1) This project is not located within or adjacent to any critical drainage areas. I � ' COUGHLIN PORTER LUNDEEN SOUTHPORT 15 VIII. OTHER PERMITS No other permits are required for this project that are related to or impact drainage design. COUGHLIN PORTER LUNDEEN SOUTHPORT 16 • IX. EROSION AND SEDIMENTATION CONTROL DESIGN This section lists the requirements that will be used when designing the TESC plan for this site. Standard Requirements Erosion/Sedimentation Plan shall include the following: 1. Facilities required include;stabilized construction entrance,sedimentation pond,interceptor swales,filter fabric fencing.(1.2.5-1)The project will provide a wheel wash,filter fabric fencing and catch basin protection 2. Timing-For the period between November 1 through March 1 disturbed areas greater than 5,000 square feet left undisturbed for more than 12 hours must be covered with mulch,sodding,or plastic covering. A construction-phasing plan shall be provided to ensure that erosion control measures are installed prior to clearing and grading. (1.2.5-1) Notes addressing each of these items have been placed on the civil engineering plans. 3. Planning-Plan shall limit tributary drainage to an area to be cleared and graded. Delineate dimension,stake and flag clearing limits(1.2.5-1) Notes addressing this item will be provided on the civil engineering plans. 4. Revegetation-Revegetate areas to be cleared as soon as practicable after grading. (1.2.5-1) Notes addressing this item will be provided on the civil engineering plans. Special Requirements(based on P-suffix,basin or community plans,and critical designations): There are no special erosion and sedimentation control requirements for the site. To avoid erosion and sediment-laden runoff from leaving the site,a silt fence and wheel wash's will also be used to minimize silt-laden water from leaving the site. There are no additional calculations required for these features. COUGHLIN PORTER LUNDEEN SOUTHPORT 17 X. BONDS A Bond Quantity Worksheet will be provided as part of the building permit submittal. COUGHLIN PORTER LUNDEEN SOUTHPORT 18 XI. MAINTENANCE AND OPERATIONS MANUAL Standard Maintenance The owner per the standards set forth in the Surface Water Design Manual will maintain facilities according to the attached Maintenance and Operations guidelines attached to a 11R submitted during the building permit review process. COUGHLIN PORTER LUNDEEN SOUTHPORT 19 FIGURES COUGHLIN PORTER LUNDEEN SOUTHPORT 20 • Page 1 of 2 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PART 2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION Project OwnerlSeco Development,Inc. Project Name Southport Address 10843 NE 8th ST,Ste 200 Bellevue WA 98004 Location 1101 Lake Washington Blvd N Renton.WA Phone (425)688-3080 Township 23 N Project Engineer Nina L.Cousins.P.E. Range 5 E Company Coughlin Porter Lundeen,Inc. Section 4.5 Address Phone (206)343-0460 Project Size 14.2 AC Upstream Drainage Basin Size 0 AC 0 PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS ❑ Subdivision ❑ DOF/G HPA ❑ Shoreline Management ❑ Short Subdivision ❑ COE 404 ❑ Rockery ❑ Grading ❑ DOE Dam Safety ❑ Structural Vaults ® Commercial ❑ FEMA Floodplain ❑ Other(NPDES) ❑ Other ❑ COE Wetlands ❑ HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community Basin Drainage Basin East Lake Washington PART 6 SITE CHARACTERISTICS ❑ River ❑ Floodplain ® Stream John's Creek ❑ Wetlands ❑ Critical Stream Reach ❑ Seeps/Springs ❑ Depressions/Swales ❑ High Groundwater Table ® Lake Lake Washington ❑ Groundwater Recharge ❑ Steep Slopes ❑ Other ❑ Lakeside/Erosion Hazard PART 7 SOILS Soil Type Slopes Erosion Potential Erosive Velocities Urban Land Ur 0%-5% Slight to Moderate Slow to Medium ❑ Additional Sheets Attached Figure I Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT 111 ❑ Additional'lSheets Attached PART 9 SITE CHARACTERISTICS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION ® Sedimentation Facilities ® Stabilize Exposed Surface ® Stabilized Construction Entrance ® Remove and Restore Temporary ESC Facilities ® Perimeter Runoff Control ® Clean and Remove All Silt and Debris ® Clearing and Grading Restrictions ® Ensure Operation of Permanent Facilities ® Cover Practices ❑ Flag Limits of NGPES ® Construction Sequence ❑ Other ❑ Other ' PART 10 SURFACE WATER SYSTEM ❑ Grass Lined Channel ❑ Tank ❑ Infiltration Method of Analysis ® Pipe System ® Vault ❑ Depression SBUH ❑ Open Channel EnergyDissipater Compensation/Mitigation of ❑ p ❑ Flow Dispersal Eliminated Site Storage ❑ Dry Pond ❑ Wetland ❑ Waiver N/A ❑ Wet Pond ❑ Stream ❑ Regional Detention Brief Description of System Operations Two separate sub-basins,each with a piped conveyance system and water quality treatment vault. Facility Related Site Limitations ❑ Additional Sheets Attached Reference Facility Limitation PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENT/TRACTS (May require special structural review) ❑ Cast in Place Vault 0 Other ❑ Drainage Easement El Wall ❑ Access Easement ❑ Native Growth Protection Easement ❑ Rockery>4'High ❑ Tract ❑ Structural on Steep Slope ❑ Other PART 14 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision have visited the site. Actual site conditions as �� 1 �if 7°/observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed/Date 1/90 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION • I i I• ( LI • 1-72 �2� . t ,,, J Li , JF .i 7:,,,1 1 1_ i,-1 ( -\ . • I •If 1 T ELK/ • J i J rI ,;. -, . fr.--,-, _ ,•- , tl. '''). .[S'''ij , > . • i ' ! ., gj _ ___-J. 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C O U G H L I N PORTER L U : -- "-- --I- " - -- A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION • • my Y4 BEC ON 4 TOWNSFf 23 NORM SAi S EAST,WJl • o1 o • • It \ • • •�h� o • . • • • • p ,11 / \ I o BASIN !1 (,�aii�ii R�t\ TO LAKE WASHINGTON I Qa��O�`F DISCHARGES , z BASIN 'B' ;;,y :. ��� �, 0 DISCHARGES TO JOHNS CREEK qqq • , r� 1 ; • // • 2 ( ,/ ct„ \ l� JJJ/lJ .�/l r!9'% /// 11,1 \ - *T 1-71.1� r!Z9WJJ/l C \ 4 41111 N O C_l /I O U t0 FIGURE 3D — EXISTING DRAINAGE BASINS 0 , U PROJECT SOUTHPORT DESIGNED BY: LPL DATE: 12-21-1999 PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT CHECKED BY: SCP SHEET 1 of 1 217 PINE STREET SUITE 300 SEATTLE.WA 98101 P206/343-0460 F 206/343-569 • ' COUGHLIN PORTER LUNDEEN — — — A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION NW U4 SECTION B,TOWRS+23 HOAR RANGE 5 EAST,WM -.2' :‘ .•-•"-\.. ..., f•-•-,.. s..„.. \_,- ..,..,..,.._ , \,,. j,mt. .m.,......„..t.vin...,,..1,...,. 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O'..:_ ` / �� V I I BASIN B -r .a -�;r.. k^ :�•.. :�: ° , � ./ . yam Iry ,, `"` "�"' _ 1•`�" a'�;r % I DISCHARGES TO . ; ° ° o WATER QUALITY VAULT B , F, ,N / o ° ° : K, off. >:,:.z�a.. /! '° I • •:• I EYm �♦ \ a / ♦ u.•Y'•\ .+_, f.. J+-t:1-16 u;':...s t.' ,`.':5y lyr :41j i;^;,l 1' 4: v,II: `� `� oI k7 C CI ESN f fi/ ��. O Ce tt}S ` b / / / A;� 1 BASIN C • ! illiELM r.:ISi��_ � lot`'\ ' \, _ \\ //...:u: % �RPE I DE9GIV CHEW _ 11///I A.�,,r /, ��M� O�~ ' ? `1 / 01 "\ t • "[p`i._ - //[/ t.:�n •WATE�I awn FSi 992 D.OE STOF#IWAT6i WINUAL ( (;,--- // DISCHARGES DIRECTLY TO z � _ � I YAHCEDESGNFOfl25YEAA=2<NClAE1B7TPEi ` ,^ j° Ilk' r: "•� � •` ''„•'''':.::=r;w• '"•„a',: ;I:';.. u•` E.P tli'(CfF$(fONACEWATEACE9(?II/NUAL • A .� e: J: r; 4 ,'",;,,,,,,,, :' •CONVEYANCE SY5r81 Psi CITY OF FENTON CONSTRICTION S ROAFC6 I //��) 1.. 1. :. �� —� /.•. •WNW SLOPE OF'OONrEYANCE SYSfE41.0.4Y / LAKE WASHINGTON �.+'` /:; /1.13111011CIVE. — ,, _ FOR IRI3FTISECRLLPLDWVELDCTIY . _� ▪ Ds Tisv�MIMED Asf. /CB TYPE Fk \ .-- mrn1 / /� ///� OFFr51E ROW BlfA55 PATH Pah Etta , �.i\`\ a� `,//::!:Tawas ouurE s r er / \ / t 6 IOmut9loWRrWLLr F' - - // eDFm'.a =0,' \ w i ,...._•' mlexroFmlwoa�wa rw,Fwerr,� `:.:- , .11' �j'- _ �\ / nreaerusrtrMlocwlF� . ' - .,y,.c ., ._ 1 / .... � / \ \ U Ella \, �f ` N. 7 Eea C ®owCEvraEnacro}I ``\` `¢0. vswmowznsle {-+0.TYPE 1-48' `- -- / / c . amw'w FFF w -• C �a P • ' E900 ' o / �TYPE rr4�% EMI•' /:° / a E ' w \O t Eme\\ It;i i No a • , ill'\,,c ..„ ......... nu- Ens �� .,oJ�R 2• • . .., , . ,1,- L Eta ca C8 TYPE F46• L__Mt..I- --- a C. ' FIGURE 3E — PROPOSED DRAINAGE BASINS 0 U PROJECT SOUTHPORT DESIGNED BY: LPL —DATE: 12-21 1999 • PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT CHECKED BY: SCP SHEET 1 of 1 • 217 PINE STREET SUITE 300 SEATTLE,WA 98101 P206/343-0460 F206/343-569; - `; - ra\•. 11`•: 0.-i, I:•, /a• A [ _.::.C+{l:yif. •... Vie.:•" •, C y� ;:.:41 4-0 •: •E'' • ./- BM,. ,r^` .rt•..,r' '1-' May e KpC ILO L. C; a:,, :,[ Y ,/ I P Y -• jt7u(y�3',a ;.1 I ft / 4'1,., 109 ".,.`� " •!'��W •. — . • :••„•• -;! �:. , ;6. '74.. .BM ' La eridaa Sf•x• �� ��'dk:.`i s� ••e�• /! .. ••. 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I, NI • ��- "111�11�• .ti.•?3-t-,-..cf ,'f',=,[•:.. 4?,yi . >la + 4,r —`1 -• s. ,,, _.r 1-7:}:a 3+ j � st... . R�� ® r Ur; 'p 2k R •TONS. �.///j7..i}; ' ' I . Illy. _, .-,, 17- - `_. .•. 7i....., S �Ili •/AZi J. , %['' ?•6j1;Rd Eidlir_I f la( • _ mom ■ 1 ' i ter:, _ •••i, .�! I , Ma'• �o • iimiiii N. f I _ Imo: .,�•. Suoxla Ln, *Mi. \� • If' ........ \\ j�;,-likgill_•' ighlan• '6G Ito • it 1 • 7 u.11 ti - It 1 . III `.,. `•i / \e,••••••••2 �� :� i : • _. qgp(.♦ No'3•St_>: ��.�� " ,.,, I 1 'iLAg... +'� 1 • :River :tNEQ! • - _ ,11 T., — f I ,li • Ni_ ' I...•••'.........4.01.4k I \___. ' ' ' I'll 1 9- •,4704:ko) .I.tr, / 1�;b.ta?� 'a i::l prAti 17_k n , `Field '1®1II®, lilit/ I • 71 i,.1' '.!- --•-=-'-i-:-.---i--•••.. . ' • 71 '• 7-41411wicb. .1-1551 r . age, AkFJ''.,, •f • Pt . . •Nsss,BeD'•,-_4•.--••KII,-, ,• r, - - - - grf4111041 l ,I.EvC•..1 zaseht74 •1'+•) .... ),..._ skam„........: :*1 Tomoviri_ 1 .\ ik\ / .S •"•�`, '_ gym.. 1GRAVEL 1,61fie---'1•ti, i� Ini21 \I. '•Park act.. • 1: ;; - • Be p ;. , a j„ 19/ .1.:,, • ••''•,I i mow, .TISTI I'�r r ®r ' n P P '• ilec :. > �; �� ' Figure 4- Soils Map �� 5� R ROADTV.• 1* •1 • /' :• or9EI.1L ,,�i A\ • "f ... Gt� O:0„ -- R10 Li • .--1 ,, •.\� .k. III , . . . ' Y , • APPENDIX A-(Sensitive Areas Folios Maps) COUGHLIN PORTER LUNDEEN SOUTHPORT 21 _ : P w .y 'a". x z'.^'�; ,r 4, �. ._•...._ • s71n 4 rcri<y I` �b.r'.1 A..,i s �I •��5I� /srz fTE7 r''-Nis �,'?. - t,- ..,1"`4-.:' `:C ' .. • r..3:,,,A�e :. \.,`\.-J j !+ .I. .I. / f J t ; ., ---• Wes - - -- _ _ _ ..� _}s•"" it b:r' .f.. .�i.�til. . 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