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WTR2700944(1)
EXIT NO. 7 RETAIL SHOPS W-944 I+ Main N. E. 44th St. BEGINNING OF FILE SOW Mp ,A Alf. V lyst. f,r• M MMMI � �F:� Mt:IWt C1tMMM1 u . f • Motu MI/�1 CM. now >y-tAt' QI!{1QR FbR WATER SERVICE tNSTAL6AT10M ..Mw, a.r �, M.w cb...t -..-. ..--- Y. Y..rw 444,01t ,It.. tl.Yr M. �..A.e.,u.•_��, t■I11n!wl rr. �— „.e.r YirMlww F..M Gffi'� �.."�-'�.y" ,. COST .w(B,"L() tw••ctr.. tt WI a %~ Tr[3'M o ttn.«.l _ atel l.pt' Ovlywt.l(� ti..tl t( 'fyy.t./.f❑ tdM f�1 i Otw � � wfru t,r rI•�•��, yr� mewCtw Y.rl t• M N.•Tll of .1 .t Mt., tM 0 a trJl .M even, iw.Mt Milt sawI-(rY U .Irlr ft. y ri.. •..uat�r `w,.Ir Ww iJ MC,J - (.wyM A LrHu N+,.w L�_._.._�__. eww cwrtW t. t.n.w .r.r w •w«e . Y .. Yrt•w ...f j W[] arft..f.t..ft Mi/lw Y.Iwo w'wl./Mw Mtr.rll over, w.• ST..t.T. .w b"~p w N Yrlr .t•tt pr W,r ,wtN lw Mr M Yt.• ,t..t wwy *WOW 4 1 AL ILA" State, 11to r,Nr.t,M'a move• #40r $ CAB time M A 1M.M " - l.l.,a Wywtl.Mi,p fr,tto yip wait M Wttl.fa. Ctrrlf.hr*..w., V"n Y(D"- I. ft%. ....wtnl Y.MIM M — W.1M w M ,MMM weft 1samvmv, '•twee LJ 11 M. YMIrn1 AMA'I,1 M ..�._, ,. Waft r a.:.,I" km Serer,. h.0 Mj •' err, use. eft,«t M. 0' �.�.._.. YIw,•.t.frtt..ft Aries., "0.:y ILG ,r ... y..t.l., r w W~M a.I.M city 14' *an* 1 ., M.t�rw.lrw.+t Yt M[� •� ,r tt.. Y.tr Yrtrr., M Ytw.w j1 _,•„„�f...,e twr TM ylM'1r live• ftllrpCQtl l 11" AR [1f. M tllf. 10 tMltt MtM At "a M111011 w. M't1•WM'MMM M .leer,"% W "CwMlf M M1fr Me Mw "is CI•, M NRfft MN11FK to #A"M1 " wtw M tr M �y''YAC Is " a "ft weN IIwM.f11(. MM 140 ttwiwtio NM .u1M of1it"a tIn M w"Wt M am 1eM poi t�.tM.ii4"AT 1Mt to .WnrNlt me 'F4r ! Itylfw. "to is 1% wommo m" wi tl ttn .. rir • Mlltt. . 't•M ,.till. YrA.rr.lwr YII Cw.tr na IN mmaw n wm � tl m 4"1"11�� Min � ow mu,gmn Am rut no futewe. wow 0 rttu .p1s KT1rf uW+..t 11111 atilt +ttlR on nis t T OT 40 ..agar � owls mms u� O 1 4 '��������IMI1.1lC l�iL YTTr ft"t ' - - NATO amO Kau 6vkmat at—t--t aCSO W WL ro, oc. mm •• 1� id..w►�`�.a w rs F - n rNTrO sO r1i.a *a� l rill to •wr Olt#" IrINwM MAW aimce Fa wru ��nct a�stN.ut�ah Y X"' *w . « �. ,�\11�1�OMB !I rfYr N��D � MIIMra NI 14MMh1 '^�—,•--'•_ Y AIi 'i(Ili Ili MU I Y ryfr. i.M_ * IN�NMi irM' :\fpFl . rw r\r W +..Y hums V1sNi 1rr�'�i ryry 1N.�. Y 4 .,. 7i •ilt &— 1wto Iw e`« +.�.. t'^+�Y►Ya NwY\\\ MIN •Illwob( Miw(ir MwMihMa twla 4f.rr ns r /� M rw M pw+� lir\ItYY•..NY0 Ar•1\ rwf r!rr Nf••1 r+ �• Iwf M Ir'-, 1r\ U\aw MNi1tM � re �.. N.ffl r ill hYlm Y Orr\ s ., a • ..._..._...... �1\nMN \ rll/ �."f'��� .�� t'tr...✓1ALf.L.I YL1/' ANNN• iqr �Y too �Lfln. Wr 1Y\w 1M11'�,.'" ltwtM rr\ Its, yr M awwN \ C3 N Q,f t�Mi• Mnw1Yt 4r.•.N oa. ,—�--�� U\wr w f� rMr1 N M. �iI111 4YM:n7�M\w(1•+M�MNLI�N.r rw�} 4rr rr y,. rf�, (,\:wa • r �� ♦o H b Vr�ry ► a MaMI�Mlgpei Iyi w/ wMi �—+-..�...� IM ,,,�• ,+A.I�tI I�w.r+.r...� .... 'YMfrr""*SWAM M MW•n ._'.t _My „wM iMK•IM'/r''`�'Mi/i 1M tlfr & M"too1! It ---.�•"'�"iwM\ fw\ �rw1 ly� •'"T'� �wk\ "ft till re r " "0•*0� mcemi1MMf4C1 i y� � I• '� "Mlle. fIi• h \'MOY 1st M \({.iilf 14 Miff, M ntt M/aw M r11w "Ofttoo"'1\I •Mti. MyMr/Ni\� h}..McYIYlR MR Llf 40 w+tll.Vol no 44'soo •f%fl i+14 4tM Aw 01 NPARl rii MMR1 40 WIWI w� wwwwlwlwwwwwwwlwli� Mww "w"'7w1 ti1111w11111111111w . � r caw �ww ww.ww w�wwwwwww �■ caw -- r © r w� v w t Anits+n '103-t. ta1134111 '1 NM••`) '40163 M 41) It•.{A t),IrpM�i► fl, )i ,:w "MLM a )tv4 ow A1t.1)tlNf � t4 41llf\MM 'glad •t "oil�tA! gMM 1i1')Ar 1.lM ltt41 A !!/) •ll !4 MIAM OW O! 8ftOA'.t M 4fM WAW Ai141 ism M •. 4t saw* VA ,.)t»1M 3tt i0N 11 It % �fM�19• "1 1M doo" leftism N4il: OM! vo IA will non`,)M N)M Ml Be ballue Suva is MIw•a MI896 WAW ow "400 •i1M Y11111low W N W4l •1A•M At IIMAU" •M .at) tM1. $#*fto •"Mp��i 1"S i1N Irf ..M.p � B::Y' ..f...t w vlmll ,..N�1Y1 'w 1, ❑1 4 M•N 41) BOOM „) p .file N t•MIfM• Be ,rw.M1 '.h r. Q'A},.�»° .nrl1•.•f u..h•t•l Ntl•+v1 j twf", NN. 'w. I, ^,.t`]~��[% Be um' ., N1 - MegMff mom" 'w to y6.!/M Ww..f A ..allow N w ",. »Aif,+.N Ir....•M l/�i O 0 w ww.M M.ws.left% A»t• Nffg.ltlr ..f•11•Ill•N l�•file.g..rA N p»IN 0" F on MrNat �_ .MM ..N,».l.y f..t• ••-� 7v pw&WflM(�M . .009 ON r� t^�nWM.wttrN....,W M'NMM l . .Nt„N• Belt..a•at N .tv O', wy M� wN•.,» NtO tgtMr 4J .,:•.• I. 'aa It Mly Q M r.PMN r..N r.. I M OW W&AINS ) 110) .l»rf) r rry4 ram,W p..up .W tuMN 41i d.tY ..n•G.f to V»! ,.11f /btfq ofew" NM »l NM lr.Ml .».frf! »!L TA "it .1M1 1-i 1•IN�yy q}e.f1MIN []Ntl.f,.�• Ave .fp• jl mw D 04 z)im N,)s, t11/)) .+mvs� aR.. wr WIP 40.9ft WOOM"Uip IMHN - __—' '•II NN tr�M1'A '� .NM)MI•.M) •ltt mill t f•.f•) mom, w ..ffnr Up�1r711f1SM1 3�iA113S Y3/11M ON ■Mo t)N 1tt pMU )t tMl YI* f.Ms I f: na•w • ----�I�— 411WA14H ",lisp City of Rw*Q* Ututttios Do". LLY Acco rm LiI1tL 4ATG SPAM StT11t1 *Aft=mn avc wm S A M �_ !Gi'INN CgILS t YGT l J..+isi�Law uar.w. � �.a a.a �.Laa.a • a•�•� IWL EfiILArm #AXT SO - _ CITY o �� AP. . . . . . . . _ 1 ....�..�YW....., . .. 1 MATTA }.UF.M ra"o I;AlkW= MA OAn HM KA On ITit%tTIt1M Cf106S !'d4t PLAT FGt j No . . �Rtl�t APGRtsS IMiLE1C AD1lE CTTY - StATY I SiA Mw lic . . . MATSA Ion sew cw&" mn Ulin 161 SEA Nn _ C,�AgSJF1GT qM 5 1 At _ f T T rIA iMST we COW �.y ` , i . yL ' cyrfm NFIL Y . .Oe• . 1 . �.,. - 11APM say - pAn E P 8CA l414 iQL LEGAL OIESCAIPTION TW LAND TtTETNEO TO 10 t"IS COPPIMNT IS LKAM IN TK COIN" OF AM. STATE OF WASaIiTON, AND KSMIKO AS fgt',WS- TORT PORTION OF *MCTS 111 NO /M Of C.S. MILLMAA'S t.W OSMI4670M VAI M OF EIEN 400►Tla TO TK CITY OF NAME. I191SEON ND, I. AMMINI TO TK PLAT NtCORKO 10 PILIR 11 9 RATS. PAK U, IN CIS COWTT, 40SMINSTOM, LYING EAStTEILT, SOWMILT Am NESTMI or MIIMT STATE "to"? W. 1, AS CONIMII[0 ION wis"T PORPmS IN TMI STATI O/ MASMINSTON JTOEA Atla 0"" SEIPENIa cmt CAOSt MO. $11700 lame G THAT PORTION If C^lxlry AMO TACATED P opD4MATt 1. ?III ?'F tM( ,'ir OF NEIITOA. SITE SE► SLOG. STATS. SITE AREA- ISA.w S.P . Mwl ACNtS) ZOAIrG. I t <HSt"Iss DISTA"' IUIL'1IAG AREA: ONivt•IN AESWAART 1,100 S.P. RETAIL SHOPS IUILOI%G 11.4@O S.P. TIIITEE•STQItT_II14E TOTAL WILDIM/ AREA 40,1IO S.I. rellm'14 SITE COVERAGE 65% IOZ.012 S.T . T t DIMS COvEmu Slt irtli wr �,q„P root emoo arrow sa Miaow t w &P warasetea mwa awmwa ^� MIN _ tits N Meat" L _ Ko Intl ame. 1. hamtom. Ya "{flit _ low 6 IMIICD a l.Ot) !b4L!el ao+og.0a MU OF SALE WOO ALL Milt 19 TTfi{i 1'ti{i�17- T►w 6tt J fotearat lr a r r a afteoro w Imp a ttr of .tab .180 r yelhttllmm,an Mao too tr it 1w 1at mm.treatboo r she r me 1a{fat "A ao raet� ttehl"W"as tw Irma/raw"W araeha.a them lWe M W Ver w the Cltr of !"e" tw Iwa tear is Mod JOWL ae weayt .road r wwhr eWmtYdpd too b am Fora" trwt. wMrh o!Od A*M raw as W tort." r r wW Fit. tr 4barte rwrrd pwsrd pgwtb aw "halo I71. root. nth a rt nl"of some" •Comm"r line wl {rr r MahtMw, •eh ItpproolwNlr � 11 of I` Aoetilo Iran pipe aer 2 wiatwa{ tic* hlareat ataor►ltoe aM / tau •rives air oil Vlrnwws" ►artol"e1 to saw r"er hair rink."{l, aoo"a" wll Misr rsta .{.tart am aapattoro, teat. et 191". haroco imrerrN thersss ►r, thto"I, or ttrnler "llor Meta, lot NAVi AND TD Nt7.h tw rot a r W pot taa r r aaar pstt theit laws, ammwsm elm-tooty% w/ Nowe lawerr Out ON wit" of tw law Mrl M their loss, som osS oft aw..wq a■oar a awl Mar to W ail at all Oat Lae d it aa"Maw, their wwas atfirhatoah ad Myra, rr am pet tar r At 1w tas to the oomer -- d don" Pow F.MUM+and I I W w a rd tot wad ke wtdmmer « on tw tar ad am theft ri a ad dlk d tla NOW MOW wttr tow 00 Whew Sao r as stwl pWL datr aatwlwt 06o do"'NO ad auyq loom a1 w/aw►Mahe a/saw .Wom..lookk tiYM1 s w trbo at waa IN MTT►tiM WVRR W Tw W Fate* at re rm vow Is^ ►e.+r w he/r no rl Y NOV 2v I H1/. (art) L . --("a) Aaln all WAMOMM, , .r 'M Carry of 4 tY 4 MROWNa►whet/wtw r to as wham a to of m mad awry is lay awry Msolom"Notod so rabic ad Ituepq fttttrerttr.�w , as admes 606 r .tee{�l W Iwet r M{} Io aY.Mirror" aw aM Mq too Mi'• Gn"r or boor od aw•v mw ar )AAA r A&yr /i ra w ar lw aw Jess,♦av uTIt1T1ES it MWIXOM E A $ IRE % aIRtr slum Tttl'i 14fi1141E1T, sae this —HA- day, of 4v and OtMM IE A 7 add 1 ow -1 .00 Wl11nefter called •4randr(tl', ales tit CITY ell 4E4tou, t a'} Nytcryl : erstlea of arty ,c4attty, Wsala%tew. Mr iftatler called •grants..' IflTRTf[Ts1 t,d hit sold Groate►(s), for sly to coatlderat tow of the tuo of 0 1. d" r W M M. re t coot a-4T�on�p tt Orestes t, N %rant. nartaln. all, ton"Y' rod .arrant wt® Ue sN4 irsatee, eta aWcealort am aatlgws, an 44%~t far prllc utilities IlrclWtog vattr one %awrI ■ith tlecottary lowl"wiss aver. IIVeg4%, Krees sM UM the Oea fellsoly ctT4eO so""ty to 4199 celany, t1ltAsw0tM, dare W11Cuttrt descriNd at folteas, Y LF WM &&@saw Q I This Patti" of Alecto IeI am 4" asC.I. e111e1ea'a LatePately, r Y I aotirt N New AMN1srw to W t4ty N tayttte, INObtas M. e,ceNted to too plot %%eggai toot#" Ie taiaaa 11 :d Plate, ciao p fr to Iles CewtY, troop/area., Illy W/rr1 t. seat belly oaf 000i oily ►gtwty state tt1P 47 N. 1 ee /t.e�e�d�a�mpd Ie1 M/b►el Ntyaaes ►y t a state e, ayhlytee e.odot ties -OWAY eopwfter coolt Caoaw MyMar 31 61VOC, loaledly took p►rtlse at yeas? teed vNaled by 4adleaate No. till at tla city of 4rgeat ogee parsteaixl? tow^ so Testa 1. 1 W 1 of city &f eeetan shirt Plat Ot.. 011-0,, br&tawd &adet 4"Stel'6 flit so. 0402169001, bare14e of sly I- - F. aeenlytoo. Teo, pat%IM of the e40ve deavil ed Pateel ba/a% 1 feet so ooeh eiM N tb Io110N44 eeotalbod etetor Ilse at a &start.% ester 11 awe cta ly at 1►e soethaeat "talk &1 Sold Parcel. halal 1M eea t0ter4toe of Ago, ptrl► eat4as of %.{. 410d $fleet tad tb Wt&rl? eaaelw at Meaty State tli%eaay N. li 1Leare soots N•4S' Od• seat Nees eetd eersta of 0.1. 41rd it rats 40/.49 twt to the %too O"M of bOlo4me; t%*K* %wab 01-W-W coat 11.00 feet to polar A% &boots tentleoly Nato 41-1e'-Slw seat 146.14 lees, theege Radio. 4111--41'.49• yet 104.34 feet, tlreaa Mtb 01-t4'-W lest 1.11 feet to Mat Wi goose a" Avoly Darr► 01-14'-St tart 0.10 feet to False .C.1 %bees towlealy Math Cl-U•.-116 tart 44.10 teat 49 s psi" ee Attote. ee tM tear eae%10 of 0. 1. Site NON. W tb tw ome %bteet, air rNivo Pater ea VU44 leave boar• Mew► 00-07'1►• Vaal *$.is toot. to01TVtl etT4l besiaUy it Voted 'A'1 t%teeee Nnh S0-4)*-W seat 40.g0 loot. oMlooly x OWss 'Y; taaaoe 0otas t0a41'Mw Voa% 11.00 feet. beslseloe at a&aat 'C', towage Net► p-4$'-M' YNt 11.11 coot. ? Itl1g0► E� PC 1 e4^+ ,t1tM1 p4%p I tf t Said stretotore montloaed traeta, its successor% or vi lqn%, shall Mvt the rlgat, without Prior notice or proceeding at law, at Such liars as 04 be adcrasary to Mtar oW raid ebee described props", for the Pwrpest of C ttttvct. trey, raietaletaq, repatriy, alterial or recoa•ttvetled onto wtllitlaS, or eratng any cMMtttatt IN With. wltbat tacvrrinq any legal O►ligation% or 1gNtllty therefore. proviftd, that AKh construction, malatainlaq, reovirYnq. Alteriaq or *ecaaatrvctiM Of told Otllitlot Shall be accCilaahed is Such a caner that the 0"0414 440Mw atMtS Nlatl*q iA the righl(t)-of-wky Shalt met be altteriled or damipd, they will be nolaced to as god a eaMltlea 41 they were itlleNiotely before the peeprty na entered ya by the Groatee. Too GnhtM alilI fully who 04 enjoy th GfOredKribeJ aMIS", Imeledl the right to rotate the right to ere the surface of Said r -�t•of-udy if Sych rat dbei mot Interfere with laitallatton had •alntemattce of the ultlltlet. Iam or. the grwtor shall tot erect bullet*$% or Structures ovtr, ~ or across tyre right-of-tray dwWtoq the alstme of torch utilttils. This taieaanl, shall be a covemaat rynnlme with the land MO %%ll be bladtaq an the Granter, hit SuMSSart, Mein and assigns. Graters kovenant that %hay are the lawful owert of the abed prOPortim and 3t they have a load and lawful aa right to * cute this agrearent. E 7 aM aM �' __ aM led itj_mw (TATE Of COiJITt Of I SS Oa this day Of IgWbefon ft. the ~Sli .td, A notary ►vbl c n am t r tna� e o a.� duty ccwwltsloned any two" persahaliy amared P. t.i �„ ...". to r 1*etln to be the and _ , ripuW t l ut i y, of the teNOri�1M� 1 61"Uted the fare. getnq as . actrasi~ the as lostr%~t to be I rrao and Voluntary act and .%ad of said c*rpbftttON. for the utei and purposes tAr•rla wntlantd, and OR Oath stated that autaor4e0 t0 o"Clits the Said li. trtrarat and that the Seat Wised it the corwato tall of said torooration. wiTotss of hamd bad official Baal hertto NII.W the day "a year to this Mrtifi-ate about Mitten. y � t ry t { at ;� +a tyaNti ti ltrt� Mwt CITT fONMV Itar[a3. M-- ►t _. wi triv emu IRMil0hv Tf1lM tierww as aa► x,,,,• ntrct�. �. • !�'�w�wo +rtsrrtty 1♦ Irrnt►Mt te+M�n.y ,�ttr la_ tttf ne• f.rts '"Mite! t♦.'t►w New re/ete"e! �rHyect. tM�flf Site $me Of %ATIWAIIII of _ __ MMTt"it+ on waws of rFfP btIHS ucr Of _ "" OAT( atKs %I" the �NrMaY S_M6 air-_ Mu tot m V" "SnA S xi4 va.cn low- ts4tr Sin ITM Ilf, of NMI ImIll 1.1. IF UM IMIa ►.F. of ..__., —_ Ow Kull WM woman t"r 'on MiM t.f, of a+twM trllt =_901L MOM WO s � +��atar�aew tea►.-lwawir! • Cp.J+•.A.1/v9L : Nlvt Est.t /Mc4.� MI7'�f p..� .. 6.cri� 7 i1f+Vwrw►J • WILDING DIVISION PREOCCUPANCY INSPECTION REPORT DMI 11cNrsatora ta_ lsi TDi 1_1 DSSIM MIN we oIVrsrON I^1 SDTIMS rllpr. ITTIUMMT ItNGIMMING DIVISION 1-1 n#i OLMs1tSSMT 1-1 TRAFFIC gaTtMMIMa DIVISno 1�1 L MOSGsR/saam rMDM: SUILDING DIVISION SUSZZCf:__.LU2 r WSMWT grit re k M TTlR waslNsss_QrrlCL NDILree The subiact projKt 10 nearing completion, llwaa lnvNtlOat• your area reoporo bility and indicate below either your acceptance or corrections nKeeeary by _-in order that a Cart;tiate of Occupancy eey be teem". It no comments are reoeived by •.he above Sat Certitiate Will be Issued e,, WIWING DIVISION DATI T`18 project is approved by this department subject to the following correct lanai r -------------- we11MIM N �aMRS F :tvM owl OF&W _.IK ;a11rNN _._. (� aswlr S tANls71 em at truer AtgR -'00 YOU V08 An OWNCTION To ISSWAM o► tSlR TrMTR or Dc urhp y, /� tVRN ps-ooi L,�a.�L.. � Xu rho 'I a1k,19" 14 �- � a1��. • 1t11tDLN6 DIVISION • �` � E ' PRE-OCCUPANCY W.PPECTION REPORT a DNlf: iL._l!!t Ln--- {-�s--- Val 1_i OtfSSOlr i '.101 LNIDO DIT18100 1--WT'Rnj= ¢ FINAL I,I Wn Lm hN41NSSRtNO DIVISION ICI :ima DOANflRlT I—I TNAKIc SMOSNESNIvo DIVISION CI LJNIOSGMJiONIND j Rams SUILO1104 DIVISION �j_ei a4171 i'i1it2 TVps NUSiffSSS OTtICi tlTih�� Ttw WDtoct pro}eet i• noarinq coepl•tlon. pion+ invootivato your areo 3 roapenoiblli aw/ irdloato bolo« sitbor your "Ooptarae or oocrectione neeeeaary b11.,. 11.a........in ordor that a certificate of Occupancy may be feoued. it no coemeorts are roeoised by tbo abevo "to. Cortlticeto Will be LSOUTA. TD: bUILDINB DIVISION DATS Tbia pro}oct is appreodS by thle dopa.rtoent @Ubleot to the following oozreational i DO TOU "Vt-ANT OwscrlON To 1SMAM Of CSATit1GR OF OCCUMM V, 1 I�ITati ( fro A'" 10M pf-OCtf sit Ar 1r It uis r ..d reetyalq 1. Complete all off-sits Improvements on N.t. 44th Rt. , llM Aw. a.t. and U.S. 41rd St. per approved plan& by Am& Hit 2. Casplete on all site isproveeents tar Lot 1 of short Pitt (I.e. catcA basans, steel drape Fapssa patsmg and curbs. 3. Install tinal lift of asphalt over parking lot south a" yet of MODWaids Oita asd adjust all str000 ltss and valve based to finish grade. 4. Remove and relocate power vault and parking lot light be" which is Installed over ws,araain stows. Install asphalt pstch over w,tersv.in crossing on N.e. 44th St. a- Repair All daa}aged aspaalt in parking lot prior to final lift. 1. Adjust .war aleanrout to ISO" tar south building. S. Repair asphalt around sanholus at ^Cr.syst corner of Ncponalds site, f. 3how all side severe on ea-built plans. 30. Rubeit Mckflow Test Aep. i-ts for DDVA for south building 11. 66ftmat-mmis 0006 dow AB:s! 12/16/64 • NIIIIAING DIVISION 0 PRE-OCCUPANCY INSPECTION REPORT YOt 1-1 OSSIGM INGINPI MINg DIVISION I"I WHAUMG rIMAL I_I OTILm SMGIMOum DmsION 1_1 PtSI DSPAAn=T 1_1 name OOIMilIIMG DI1 810" t LANDSCAMiZ M VG nuns SYILOM DIVISION NO 5-14009 ---_ It 1705 MI M ®11111 „YYPS '+1SINSSS The subject project is rearing completion. Please Investigate your or*a " responsibility and indicate below either your acceptance or corrections necessary bytIMMAU al, Ifta In order that a Csztificate of Oom—ncy may be /*sued. If no commente are received by the above date, cart fixate will be issued. �. TO: SUILDINC DIVISION :ATr R A�lSB This project is approved by this department subject to the following corrections+ Itew_ eaT (ia1M� J.w..n/ ,ZLfII��iyllw•� H..Mwar w�ww w+4kT lot ?. �i DO IOU "Va ANY Ows""IOM TO IMAM9 of C801FICAT9 or amp"". YSS POSM p5-002 ^( �Q , spar AUL I�Or�tad gM�Yr! is Yme Af kr "630 -� 3' �., G• BUILDING DIVISION • �i �„ 1 PRE—OCCUPANCY INSPECTION REPORT a. ` #'aC''a ---- a►!te_.2[9.YElt8S8 is lsaa TOt 1_I 011 mormBBw w DIVISION 17I BUILDING FINAL i 1_1 OTILM EiIOINSSRING DIVISION J_J rim DEPARTMENT I_I TRAFFIC EMGINr MG DIVISION i _1 L"DSCAP8/SONIN9 FROM: BUILDING DIVISION SV67ECTt•�j_ _ PLMIIT NO 17--1�� Sin' TYFT BV82Niii_gd!,jj�jyQ� Q� / �i i ia�piYrt l)iw The subject project is ne►ring coepletion, Please investigate your area necessary iliUand„Sndioata�bsloM,elther your acceptance or corrections Occupancy 1 f' "in order that a Certificate of Occupancy say be issued. It no comsento are received by the above date, Certificate will be issued. TO: bull.Di NG DIVISION DAT! /,'�.• O}-�1F FRO'Y• This project is approved by this department subject to the following correctional ..>.,�d 00 YOU NAVw ANY OBJEC?ION TO ISSUANCt OF CERTIFICAT& OP OCCUPJINCY, I_.IYXS LINO FOwN PS-007 r MASS OF r1ju C wooplax Rao a.w. Ross"M.aiewt fJ.d"4 peN►ar za, ,9p AN Flaw C S&Vm a Ream IN ArrVWAWt Riahwu Hwag loa,cb*a lr Bob amay. ♦ntq f)aaip Jim IdnRhow, Ftra 04"a " hall Me"Itaa, AMiy ItW Stogme. RM hieyoc. RetMtq OffJcw Kaa Nykara, A ►Q P. W. Dopsaw Mika Fraata, ==- Aaaw"m Niescla Porhr, AdmtaYtrMtva Sacrsary L""3"Hio t. Policy De.pitoom al VISITORS' M. WerA ta. ESiI I MIN1) TIS L CALL TO ORDER- The atMuy wu Cafkd to on*, at 910 as ►y i'►mtra»a "O"Itton 1. AVKOVAL OF MRRJTQ Man." by SMIINOKIL. aeeonaad by MATTNLW, to appro+t IAe awwiy ertaau of OMA.r 19, 19af MOTION CARRIED 1. CORRES"Othm No" a. REFERRALS FROM CITY COUNCIL Noon 3. RAnRRAL6 FRohi own DtFARTM►NT% Nor h. h4w Stlu"m NoM MlNuL9l Mt►aMaaawa ofr platgd r me board arMltMs Noe w bed a OVANOWN Ma1tead$ aMMYIR 4 Na prep a Tbmk M/ dq 1 1) is oapJrty Ilk" the romoomm fee a Merm of p4vw4 tad IkoRA*& Tbooy iMadd b have the ott Sod off up Jwpreveprap fwa b,d Awo S the 90 day lootpormV ttawr awl rsn up aaal"I Onne as bb to atyerr a caelrtKlw dwiy IJA "SWAT.. Alan alter, plW wars am apotond caul Mr of 19at, the cay ratond to" sum hooa drier Septowaw, ad a ptehfar a.N.ed wiao maw soma hat "a a" a wou daa" W of which Md to that ,Paean la a &I"Itl Off.vw tatpaavemmom sad M he IataeMld kyy Jew a( 19" w they weeld like thw defeerel to lee to ortieorltM wild RIa1 dM tetra. IkAw Mr. R4aaarR ativtted (My waaM eat be he""tea W kwqur a " time awd weeM aM w ltekwtd fa Nov /enhae deb"fry Jtra of full iT1oy ale am addtM du Imd haft" keener tWy WAN lera eat 111101 In ant.) t1aeM hr S/RINOM Sa1lw/u/ pj MATT/IE/ to Eror a tle/oenl Iwr! )WW q 1W Iw Mr P" and JaadMtyhly ae,a Ar rMwm&W%r Ar #^Wk"t W006 w aarow" IWWM( wd Aedanl010 Nn IM 41 11"S er., and CSUdN3dWd ape+ Mgt," fed bows /oArd(WrtA 40 &Used► 0) a MIM CARRIRM (IlMa Mad cw tW wd Jeao of NOAM Of MUK wag" Ov%be PIP 2 "I )C4Otba MW w *MAN a YMR Ib CW7 MYT 'p w 4OM fit, tfrY 1 obw OLD t1RR1wM Sratil/iiJlaiiw lbr w,O t6►r.. � � -- w - NNir N yQUI QMNr{Item tw raai. CMMAOO4 ow 4Aa wOi, tr dMird<w '— Ron Mob" wit wN MwN b /NGlk. r*r.wd iy PARMkd.T w Miw MC Cwd POW Aw SIR w to Art weOl #"WWI frw v Me C MOCA &me Pup»/ - wo ft CYIU r IA• P '" SAW &WTION CA"ItD Now bd , 44Ataww )ut M) y* "Wawa WYM k) IM IC' ON Cat Off KW, 4W wo and by at R4ONO m4bwA - - of at lW"yMMtIM[llnl --- Ay NSf N, w.AOfvf iy l4RNC$Y, w O/PO.O)U 4\, exifts o M )Tit)t. IAItRIID COMMood lOformucA two ebi N&MW ft MAW1M_/ter fir i lW u.fi �,•- _ .y_y I.4ar11Mtat �.• _.t.�wfd- M AL D" Oft w ON Co lrwl~ M Nw 4) bt, ratdMiW OIM kmmm N SMy C �w " '000bw. w0.r11y "Alh"k. WCOMIM !y PAAN(u ar ftvav rir Ouyrwr O bow 10*0lyn.1)7 M IIP)AM04 n ""raw IY/titter Nforo .lOr./OWw q am&, 10 '#" "O"M CADDRID �..ERIM1.l1YeiMOff s.Yr '---A, - - y,r� COtwA of ft M40M)y he +NrMCOA O"W*d OM Owe7MNt hill boo fro A Port$" w 4 pd w. tw. IAOOiOCO1T N M III*4 "" l/ MOM$M�f WASIRl" wN O t, „y d ►A Owwlat wo RN Otw -,- W" n po lit i. RM +MlrOvwww. of Mod by PARM " Orom"" of ostJw a MW Dn aspat w, .wa rrVW r4 rm rrA/ Cyr W)TIM CARRItZ NMx Mr:..r I.YOu 1OerexrArre OYOera -_<—l4kNLSS. la'oolOtl by MArrM a tt+an t4u alit"" a yrMyr <--I pmvowm WM )4 N)ealapw of COr bltr)aii erylrlwOlglO,; r/ Cr "'tP+ex+vCrt •'+ r/ aa! Oetra)wd h,mr u w uNrlryf► ufwa Mr At cup snit '�M0 1xCw +r OLONIM MW AWnON CANINO I COMM My AM AMPIDURCINW14eM Tlr Argrn P�ChrerMMt�mob O MAX 'A b"w of kw NwNh/ 1, iyat C4trOOMOt ST rOOM Of *"*we via ter City 9 "MMIRto""r. MNrtMy oAjOo,.@A a Ik"O.w. y rya.► JA. 1 0 mw O__ a cmrouoct Pruett: -&� "A !V, j r� reOaJeCT 1 •/PST 1 ree COO • TOWA «wrrr«rrrr+rrwrw•«e.rww M«.r«rN�rwwwr•rwrwrrrrrrrr«rrrrrrrrrr«,r Sv_A41jMW 44fi . TilPi-r.v f .�►'..�_-- ��r�l�.i..�� sss -ass/ tMtal t+ t+N POWK71 "Amttt am* awSlwcnn, la TM CITY of Ol MI04 WATtO "AMC? I In" paWK-T #`. 1MTCM ►aw4ct Ytttt e "*MCI WATISt t� _ yrts i iv r • a ''S s KKtOMS OOOOt15 /M Poo /Y[ p " t t 6w.. PON -- lMKtuCt hIOIM P(c +sw[ts s l ----- L 3►r 1 ,r L r. •«BM _ i i0 s . » tllpti( i ]1 i IN/ tVKlw(+ elrt ai Owt„� Itr„nttp thlVr Irr„rN,t AUTHOR=TiOh OF VECLLL MAIM DATR wltlMtcr .E� T ? 2.I�+c MioiMczll{IfMMt: v wm cama No k N ft wwn K a&NNW w GwMNw Rr C*J Rrir w M as t0 aw mwrM wIm w W Mso-irARMW MR&C Iv At C*of some f*M fmkwm.wt DRAJTKi1CO{ U SWI TU mww �L..O,LL_,.... .. "'"a 7 Cry , W Awt A 4L AMw►.�ArIM ,.{ ILDTNC i EOM131G L1E r PRE SCUPANCY INSPnWIQN RWQRT SEL�dII..:N3PEL'TIUIi O,ATE: Sentea!!ei 7. 14•a TO: I�i "SIGN ENBINiE UM DIYISIOF 1-1 WILDING FINAL I�.I V"L.ITY DMINEIRING DIVISION Irl PIRI DIPARTWVT 1�1 TNA►►Ic INGINEIRLNG DIVISION 1-1 LMDSZAMIONING ►RCBIv � BUILDING i ZONING DILPARTNENT F• SUBJECT:__1I,11 N Nth ([reef P1M4& NO 1-13711 _RXIT 7 TYPE MINES.- Brr1TL BUILDING flie The subject project is nearing coapletion. s* invest :gats your area responsibility and indicate below either your acceptance or corrections necessary by SL{P'imtB I+- in order that a Certificate of Occupancy may be issued. If no eoaments are received by the above data, Certificate Will be issued. �j TO: BVII-'.NG i ZONING DEPARTMENT DATE- �g- ►RON: This project is ari+tamad by this department subject to the following �..gorr�{ otw t w Jr. Y C"fe s /max e RdJ iw� b VM % AN OIJLCTSam To Is ANTS Or TINPORANY CWT:PICATE OF OW ter S•/L�„P�p+,r,a� w�ia�r ...t�uayM�✓e . I Y No Arm, "- � s • A14 M roe 0 I 'd PRE— ANCY 99 MECTk1N Di1'ft: senteeser lees TOi 1_1 MOM MCGINtIMING DIVISION BUILDING MWl 1 � UTILITY rMINtrRING DIVISION 1-1 Yin DRPART"M 1�1 Ta"FIC MIN Urn 52VISI001 LANDsCAPt/UWTSG f'ROR: WILDING i ZONING Dep a lwT WMICTt '??7 X.R. as a stlyst !SMUT NO.....5-1191f TYpt Palms_,_jj,'j rL W�Idia6 Tha subject project is nearing oceplation. Plsaee invastigats your area rerponsibility and indicate below either your acceptance or corrections necessary by _SIPTXNNM 14_ isrr in order that a Certificate of Occupancy say be issued. If no eaNeenta are received by the above dote, Certificate will be issued. TO: WILDING i ZONING MPAR'MtNT DATt00,�.3� TRLe projaot is approved this department ewjj(dt ty6;;�1I0KLny, corrao : UTILffy e • , /vet MrLm_ANC I iNsr'rCt�CN REPOlq wwa �":eewsnrw uM+s! VAIS Cott to i OK DO�Ts: ANT OSSSCMON to TSSUANes op TWOOMM Cp2tneA" OP R A ,�t:.l Tts t.l,c{NO PORN ps-4dUk'.4 Z—Yotl C'OINR Do -I1 `` its-iZpr�iwLY �^-- an Mtn DOA epe ern has ea1r17Ngh wwcaa a loom - W-444 �'1����AgClf Mpl's'PE<^a1�11�CMORT Y ' ._ rdaM: Anwat 16" laj�� To: aRiIOM [tRilMtnlIMC OIVIiIOM �!! ta22tISMG IIMAI i vTTr.mr [MGIxsMMIMG amM:ap = rlrla o[rt•sTM1n1T T""IC tIM :xInIMG MV2aI0M _ LANDOCAMICXlMG "Kw: WIIDSrM t 24MIMG @YArnaw' aUMOECT: Pt: nT M0_2=juCa 170.1..M, X....11L2i,i7 Typt vusxv"s--A A&4ALAaL _..� The aub)eat project is aNring cocplatlea. please lnvsatlgate your arss r6sponaibliity and indicate below *iuwr your aacsptance or oerrectione Ome�ONNryy by feetsessr 1. laicis order 1 v of may be loomed. it no C�nca ste received t0y the above tdate. het lima%* Will be Joao". To: WILDING t IPMIMG atCAMIaQMT OA'!t. 415� idd. . "as Project to approved by this department *")*at to tbe following S4 904CLA o4w �ii'ea► Aleut. dal bteii gaawl, KOy.�_ far • t -m t* 00 You MOMM AIR dMlllCT Wp fYf :SM'Aft* OF TMIIPOMAMT CMMTIFICATt Of OCCUPANCY. feat pa-OOi I K� ' 1 unthl�y 4p D444U �� N E .11 � 11. 'W' 111A1s1� ,n 11(eA �11r. }ist��li OwrAt feas,1r�t �{� u•fM- i �W�.e. . :Rink maw. atiw� Emr -Doe Se' 1M«CI e'** ern kww e)Fa.. •r6' s»sw rArrnik 4s 1s{ea41 ytrra . 1�a'�' 4% "a o4% 1w .� l��t*d ? t�t•ti key ,., .p \�+y t..,r..� 1..+... +rt,.•.f. whit 1�1w tutan wrh j. 6 to .► ��+�w. u.nw p �s♦• '�MI C1 4�.a1S.w . pots 'wk. e, Df A tee �14+•r 0% 6wlt 160% , (i,r O.R• 1PI/ Vu 1 tab %b � � 4..� I e 0 5ws�4+ ti 4F yP+, a*fwwr..h �* n,�.,ei• &A ikit 3 , *d iddS `� ,t Aso r � I Sol N r.�. .M' M"1!•M�y. +eF� ./1��"^- �+�.�=,4tww.a�wM +A�M�..�IIIAt. • S�EtO 4['TTt� TO Jr aL_ r n _ DATt ""Cy c r l 11 ai:: ./, C,� fS 4, � �rE ,+ •.*� f`tr j' �j„7� yM !� w[, f'ti'.M.�S :d!li+y�' rr•N� ). ..,...,,..�. e+Oj ..�fy F -a+" �.,. "rdl,..+ ...r•r/�.`�.'J. I!^7' ..f " r/•j'` ` ��/ :M IY"' may✓A y Y ✓1 n nn f .M rr� yJ 4A- of e7 r7 sx �,.« , ,.. 4yj.A . f U ) I +r s. Ar yrQ DAILY INSPECTION DIARY DAY: DAM e wm putcol— •.w. KV09T h.w. to •.w.!l.w. `_� 96rTOW T'lW. MAX •T N:N •r lMMCTTTTATtOM: _ WORK 4CCWL1SMID TOCAT: fYe 4- o« I.4as ' It'(lo• A \-V b-�'� JAL-- �= p=' ate^ an .tL 01_'Ja7Ldl_.. e ' d 1, ��v 4•� " M( tAkk ,.,b, A49 4Y OL ALL,- ie,O{�:r.,w0+ evil p t pop 1 t*! .Ll Apt.. -A ti[.l (__1..4.y .� .h 1(r,\..t�� r.. .► w.l� Y 4^. .1 :d i 1W';: DAILY L'iWMkJN D1AKY et►oaT i 7vul DAM �L uDlt[ ►MOD:__ ,...1►... to�oo tsa. wvc •r Kim •r nWxnruxan: VM ACCOW SOS MAY: _ Iwo -UK mi, ;.to - — • lryi+a a I...c V 60 sw.�► .trM1A..Y t46_ N. rE 0 W- 0, 4[1M1L ALA M"Jil Sum l It a7 A•�w✓ .r' M Y A)r? {►' / a)nli r.jj,�*& rotiw% 1• doV kw. M s4 It14 ttW ... i,l nl•., 1 I art: a saIL c IORzxc raa IF'444 + PRcC-CUPANCY�IIrG IMSPEC7*N el MT OAM Amat Ia 14114 TO: 2GM EIIGIItxzum DMSIOP 1 1 M72IiiIRG tI1tA;. �OtIIITr XmIm nn afvlsm Iz—; rlx DCPA&rxDY I_1 fRAA2C xWC.:WZ It vc DIv2t;oM I_`1 LANDSCAigL UWJvG rROM: M`ILDr/w: a ZCW DIC DCPArrrxw: waist^; >�as.. .ar pCANTT !D_risola �,�, x. aatt sc ;-rpx x:slraxsa ��•,�� The fabject project is near.na coepletloa. pleases imrailgata your area raapoaslbility sae in..'te below "char your acueptan.:e or corrections nacwsasry by $arecl eel _ order that a certificate or Occupancy day be issued. If no comments are received by the above data. cartiticste will be issued. TO: saILDIAC A ZONING. DLPARTKM .LATE Qfs�l� rRox:_ a- _ j T'„ Sf:is Project is approved by this daperta"t subjset to the rollovlaq co:-rectioasl Do TUC hatlC ANY OWECTIfN1 TO ISSUAM Op TWOVRA" CarrInCATs Op �.o. OCCV sCt. MY^ (;5-002 r. A�464 wy Vic 44 So �RiMI tame. ;r )CIA vbnw_ (.w' 4r M f •Y tfk t1leN.w� .w Y�►f P'tL.+Nc rlrLr ti �. .+n.UF 1 Snt%`oW tLalcrl dt W~. 1iy�1 6u drir $AOL. Ic%& kbvvA 11 drhi«I 'kn%ov *^A "k eelwi, to U�6iM E„y 'Doe. I 5 ``�R►�i cq %ft" lboe aftR. 00. ��v4 S�MNtA QVT 1n �11 o"K u 1 two1M 4 r 1,N. I#(*" ON �„ll'�y L�.,t♦� lo+w. �w�,4.�i 1V�1 ♦ ,Y,TW 11104n� 1W�1 nA 'P06 0W to,", va �,w /M1ahe tea a 4�♦!tr o'� 6�. psis %wot. r% 'DcVA %"V -v , QV4) for -Poe. Soo 50� is 6wtF f60%, Opw 40A En�entpy A�w,,.d J��,\II.� Ar��w�,F rK rc�,T off j 3 8 /3•/ N. .-a...-... .... v...n...:4..�.n�r�r:.,....r..r .�-,.,..mow.... .w..�-q..{....•�..,,. WE* LLMq >�fT: _ r s 1{ r P.�a 'yew" " � h�M' ( .,•wa.. p/n«- /S4c C s .I�.t .. 1VC :AJ ,4Ze @ SE A it /+'fie.• eA 00 e.,tr p Ap f�.F'Ivy GR...X..�•.. ¢ �"''.w..... L+"cWR V v'.},fnd 7A' (s A X n /Jy W WW J t, .�• t e � \ b 4 •1 ti Y' Y L it 1.t'1�1..♦ ��1. �.- Yr 4t i M ♦l.■r .w•�no—l" t■1 "7T^ .w.+.�w«....wr.r..+.ra.r II�IYrr■IW �� DULY UiS 01M DIM aEPOtT I DAY: DATE: _. 0 1 Vm t{7lTOD:— �.�./P.�, t� ,��• �.�•j1•�• NLTNER: Tor. Ku —"1 KIN _•T PAECIPITATIDN: vm AwGACD`M usm TODAY: • ♦ 9w...� r. ll SiL.�A:I ��•••y „y Ai +�i�'_W •mil rein -s••V.. _i►`� -yam u wltnv.• Y�_�r �y a ..__ \d+ i� It ► ♦.`•• /i ( • 11 Il DATE; PRE �A � soNrs r� NCY MiSPE mu" :r DMV,70s 1<NGINEMING DIVISION I_I WILDING FINAL MILITY Xmlm ERINo DrVrstoN 1_1 nxg DOAR'iM= TAAPT:C ENOINEIR:NG OlvislON _I LAMOSCrLMMMING FROM: WILDING tt =OKINr. DtPAwr"J T SWCCTI PENMIT 11o_r.Z,iQSIf 1YOS N._ t. ••th 3t TYPE NL'EIXM "A subject project is nNrinq completion, P:easa Investigate your eroa responsibility and iniiwte balm elth•r your acceptance or correctlaea necessary by saptssbe_r I-_1}.I,t�__.. .,_in order that • hrtitiwte of Occupancy Nay be issued. It no Cosaents are receaved by the above date, Certiticate will be issued. Tot WILDING fa MINGJDEPAR TENT DATE_ 41j�1�t This project is approved by this dpartaant subjeot to the tollwip correctimmai -- Ste w at4a pmlAw AmN Asti!L4 -� t bid R Sy.� IS0Y. x Ittr m"wo —� — 00 You NAVE ANY ONJIM ION TO rssuh CE OF TIMPORARY MIMICATE OP OCCUPANCY. I_111011 ►otG� ps-003 Swwr#," IN�e re '�`trrtcMiY t �Cr14�+f 13t• NE 44 A 90 tol�`tt'� �ed�t, ,•, Yc9p w,U_ . we�.� �'!` Mnu.► uw V,.4� Qaw 4wo- ,w.tt +�. bS�OI� GtKy�tC t tr..a u�rF {�� u.Ir• t11de wt.a. N' �tttvt 'ALMA #Mta 6) Grad two 484 tatM ice. is abwq E,r -Doe W 1M.0 ("I' AA kw+ Aftn art` Lwow Is kf*j u*"#- Pk%T to "wa t h ♦ iblW WAW ♦ -16tib04 ffsoh W, *00%wsMw coveow I Fit . /W61t AIvlw 01ILttk«. iv J� im%i �vttr ♦� flCvA WAD.at, 04ti fir.. 'may, SN 5abfrY is "tt fml, tt* Mkt t*tfspA y y ft w,,w, �►u ta� yb 114) (my ')fe. 7 1 n'ti .1`CM ert M� Cr+�,ltisl •t fF., /.w 166"4 ! I86S •+ K JSO�% + t� So E �SC/ N• Datlr 1tl4 UHN DURY tarot f low '*NN'S oan: ,5 / 2L� waac rnxae:_ •...lT.a. u � a.lnw. r3tTt6t: �..� TM. Mt —or am __,'r MCtMATUM: Wm hernia n Tma; ewe 3• a#* I.4CM Will _. ►.i dl u.Y Arai_ • + 1 �M 1 -1L�e` .1�Y • i A jr�•. 3 �" �•ice_ er-O w ur••t .• rf A".A .n , - -"-- d... .... �- VA lou DAILY [VlSwlat KW OATC / WU pol Maw` to a.r.'!s. RFOMT 1 ONATM tWW, SAX 'T UN •T ftWIP7TATUM, mu AC(Altl'i1E11� tClyY; 21 . 1. Ift —� PAW SI►.SNhI' Atfaaa.._ colarfam�pnpo�l�l1Co. MATTO WA.lWtN 6M1tl _�_....._,.� _. MwY snaar w NknN�&/4�.13 M Roc S. we*m wp omo♦m :+-lil ~ G OWN a..wu....... aw"Oomp 0*Mp - 0was Dowom O#opmomm n oew a "IM AM IPAO& ITM r dwwe M1er U pa oppow 1 �Pp�^+0••up+itMtl �.'MMiiMI_..... ._.uo�M�a MYaw f�yr„„w n 4000p"a*""" D bow_goo*IV p/y"Opow to ow"M"m U"W*" —,--=Waft$Mow [I hN W~rM Nw~ ":Ig1t•10�OYB. ..............._w�N...�,.,_t7WOW IKIUIMMMp Aflt11tAIMI TO bN 00"TO -.._ ,..._......_ ....,__._.,........ . ��.�c •r.r.��wrrrr w�.wti \! 111 �� � • i IJ + � PUBLIC WORKS DEPARTMENT L R r QES1(.111/UTIL,Tv [NGINEEMING 0 235-M, �. YRIIMCWAL WALSIMo W A\Ll AVIL SO A9N70k,W"K wi BACXFtOW DEVICE TEST REPORT M �4Al- - waw.n l SCAM mkv#w r AI�MIM Ahtr wµvrt' Im"a 1 ►w ._. _.. ... ❑ l iww ❑ 1 4rrr .Ati� *at 1 °i!"'�E"..__...:_.__.�O a dwll�l. -_-..._ .�::_ ❑ � w.w+r�. ,..:_ Oyww . . .. d Orr Cl r"` O o�rr. . l7 >� O +► ❑G.W. w ore . d (❑j A>rw ❑ is.. r• O an.1 r U o w+' D n.r..r. Ca ❑ owr,�..rw. ❑ a....+...,w u ❑ cow E.w IL.................... to PVMlc WWI% Doonow111 DESIGN/UTILITY ENGINIrRING MO MIII Aftow Uvt1< Revlon, Wmhlpron �I'-"iRG { 2DMINO DCTAR� PRE •OCCUPAIXY MSPECTIOH REPORT DATI On 9_ Tot 1_.1 DISIGtt rxaittsittING DIVISIOM ,—_i SUZLOZMo F:NAL 1.1 VTILITY SMGIXZnZMO DIVISION 1__1 TIM MPAR:Il 1-1 T mne YISIMIuum DIVISION ID IiMOMCAplIf0aM FROM: /oILDM a 2mrm DsrAMTYRfft SUNSCT: 1717 1142. {{th S'iR2Yr _plMMITMO.W�,;jll__ .._1XM_2 _Tvn BuslMsdi_IIfiT�2L_riiiiAzm The subject project to nearing completion, pissss imostigate your area responsibility and indicate below ditber your acoeptanca or corrections nocemmary by Mtv I th._ISU In order that a Certificate of Occupancy may i»issued. It tto c��i s ore received by the above date, Certificate will be iemued, Tot WILDING { IONZNG DLp"-NtNT DM This project is approved-by We department subject to the following correct Lane t �COkIOSMGY w8P&CiN]N 1 RT.�_ R✓ W. •>./:l MattA Ste. �1lKN� _ �� 'Ir r was tut♦ Allow Af�iFw� 1)0 YOU MAVt ANY OSJSCYION TO ISSUAN" op TLIpO11AMT : MTIFICATS Of rf♦��1 �aIM 1�� too 1..+ O ai ..� ;.• .. 1 %ftin MIMpMwt� b._ I�Wl + • N M , MINN tiMn • • viio ORDER FOR 4NTER SERVICE INTALLATIJp w.. taa. Y S! ')9< •«• t«a Ir..w t.aNt w to" ♦aLq<0 _ � •M�rMwMf Or"w 1. N.y M[�.� _ .n►— tltlaa Mr Ua+M1N0 dlwrm+N �l�Rmat.M vmww, M.w M.. MQ •! 44w It«Iw LJiL/ er�rld' . trot« aaY +wr t..ao u«. w Qr oot 0 a«.. !. r,w•.wati'w ta...:.a M[�7 Y[7 Mw ttw.t. Ir Yn.w tN.•a1. ! _�••._ taM• M..,N�� AI Mtn 7 / IFI I .-" tO r-M..a.a.• ,,, 2S: .+a'Trw_ir�I a .a11. tyl,''w tt.lr'!. ".4.t. I SIR M.r.w:. ..a..t .-«..+. M..r«, r. .'.'� �►\a.rA:. rrw. Nrw h.aM►. r'T Mlw«n .w byla. w. N w+,• _ •tom# YrifS !. 2NY ......+r.. 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AM Q 10 i.b, hwoice .w saahym of% membla«0 a Now w Car of tNroa atLutt squom iew,ce M1645 no Mil om w Saab pbm., w 9�MS .14[.r.ty 1�, ifN ra us a+11++s at WAM ArrW U* #WAb at .Mwr4er. Im -..-- -------- 47.w "144001 - $14010 W-,e �c C4, v .h'ig/Aftrlr/t 'iP" 5X'1�. ela,.thgC QM 1' i tI'l�✓ ".^ IRW17 '• CITY OfF. ,..k4M,T:F^GNVO!'i �w.+f+� ,_ ••�_ CJTV OF RENTON . r ..^+.N. TNT• .� w wow a w'wrw •... r ..w r. .. r, u'v •"'w+nw +�+► .+`uri w Emma `�- •nu i/ wrrwlrw a+ror. .•«.. wK1'#I�1 IM.M imW40, ONO%% 4114ocnsrw+nwrwww AWYOW In 1 y, mmo {,�aK•ryrr�rw.,....i�M.�.... L� w awwMwne� , t !1M w'R MOLAWOMM +If IiR CwlMlw b' , ftftwo ° ttttl�lt Mt111r rt�tto�N= WA Mho Oxano��vo twMnwMrtw.+�w..w,+wwrrM, .,, _T 1�It O i At ft 1YM t7twtut OWA MMM1 r.V+.r y..�wrti WOW 13 ..waa,mwr ,t AKA }C{%ft wam " ' -- Q t u n ��T tth al CRY OP vw4mm tf tlftlt0 ` s e w ilia DWI •dtfMRMI JAI tovrr ills �Y �YM.S rn»s _ a tAugS t s�••s '�.,�■� �� yr. �a CITY OF RENTON pmw *"Is DEPARn wt t)ealpltUWm BoWo+tret htMaoa Y S1ltoptrce.Mayor �_.. No.et�MN 2l. 1NT Mr Mee ptedowoeoeo Mr Men W elefCtreaa.h. M KINt 43 PARKSRlKllt 4TS•1 I t"b ilex eMiMt mottle, a nerr�tOe o,161 Welttt 1 atlCoeter ►ayteeN M•fle •aa' Reame Center r)leWwtt 1 ttcloted vow,toe*a tibd is the mom of ss•734.1 S �eKe M tM niotMeeMaoM @•+ ror rttdee tAo WfwA of "No 6100000 or 4 .e nt of tM till tAlpetnan fet An M� +1'n'e Teo Ittec@tMt fw uaa a MINI float�d hoot tM �etwline r� .mWfed oo@or Naw<t tW.iNl,fa Rto MMfN IMa7 Proteet No W-11a fw'N'Roatea ' YteY trout fowl // lttl �. l 1if *'Jtj ' Milts M. fMilMt Allay Rwsk"Ww Bob dw f oelnnwe v tl-'9'y�yr 1u1 eftU Arewse Aoet! 'Los""- WMMmo.e VMS^t1Nd I!3 1►SI i6r2 cM a RIMttMt cm Y AMOK »mnne tw twr AM MS 206rn "arm&to woo bgrwR+ ZA 1% 8x �a@i:d� "a," ►ILT�''>A: AM0 TM4%Mgi5.7340isl5cts r Aa4u WOW KPMTKr DDRDm DIVISION IIry OF two. W INSTtA AMICAU OUT .WM � N r atmtt taatcier et artxa - - - immCTIONS RES CONSTRUCTION PERMIT "t ntT twrtr.+ xi.a !►. �i1iq (9nr. tot Mttrr lrelAl�: txri�t•ol 1 low Latemsew itp .�--...-__• MNr two,"rr anal row St. 0ttlier Iota. PON • 6~ Lotmmm loft nrM owwt itey Jir►raool root too"tiw root so"Isi gar.+tlt - cArn BAN 4ruatlw r�to t fit' { r ae�ree` owr.r trtiaa of Hart utl ltmDat at trotcos �.� erector i�Mro I3 u WOIINOW4 VOW ! On M eMe nwa W nY r%M= • M M UU Ld ni". crew a mmi temnt trrae re tar +wirer or ship wn AM mm resaalnr, rttlit* To ajGwp•--Mii an w tiet Palo Wier n Lart rf t LlClMM. 10mm 17wr lc"q Lam" ifluTM virm m-A"7tio tiu IIW301 rent I p I All lnrnree • M ad 1 m tat trrLfOdR "How%&" to tttrme"I all bet"m 13 Was wr atr We I it uwvewu ► As Yrou", rUNIAll'. um" •twvttlr nnc /t rare to towee1'fU11- t71ti !1l-" am oven aMIM GU KrW W% rei In M•tila LKItMt a ' aM 1iNttrD, iM; City of +gNm EIMd[EROK DIVISION R011t NOW MPMTNEw' t)S MI in LOCAtto At Tf no h1lvARo upii OM at Ty with Ct gMMM M v*f%w" w wm be AM YMwr this wKM CM /rOCO« OW , M WIT IROCEEO Nlto toll ON Will -AM CGNNCTIORS NAIL ItER IMIMi" AffROY[O i•ancea. Date -quo- . A row. WWAW 34> U aty or PArnon VO Kill Awn South 1CYt4t: D.G. KaalaS/�rm\ fat oyt 1 Oast Dons Pwr )"x dimViim kith kwhool Wirwo n M an pmwuluq vw With AWPO03aate OcIt! aaaacaat" KM ftit a. gamy an so toiloot storm System 1 45,000 soar System 1.100 mnw ts6ta 31AN Daawtum a C,4wup I5.300 rivalm Control 4.ON t tktpa this vUl is of vas to yqK. suww*ly, P. hitch Project mwdhg r LOWY CtttOUWtltT m., t. wr 0 •Mf llaal'ftAlay(+MT r off.e r rfi MY Martb Omemmeaftauft Inc. :arrw:tlMf •���� kf`+E roiOer 5, t4ay • i-))65-: Kt. K)Re wr,ran e.a houglaa Nu lranny, At chttrCt 12200 brrrt.hup way tollovor, taiwirytar ►✓sass sub)ectt Geotechnicol Consultation Utility l.ina• Relocation and supi.>(t tropoaed Cow""ia. newlopaaat Rontan, ttaanthgtoe suhsrrface firplorati^'n and Geotecfinica3 En<, .��• r Napwt tot Exit ! center by aittenhouse teewn 41n4 Associate& M-4610, datwd 4-5 v, Uoder9round uttiity Ues)tlr, <'+anyide rations , by RittenhoYaa 20*"n and Aasociater . r-16)0, dared 10,27 67 tsatth Consultants, Inc. Weotecttntcsl tinginrrrlf) Study ptt"Ood Reata,.raht Rentan. W*vhlrgtOp Genr.lerrnt At. gout rv.a-.ct, ant ..thin tn. &cope of Our prop"04. wtr ha'W* re"Ow d th. refpr~. d rOparts, and discstsaed the prot'44v4 **&&on sad Co"truct Loh ptall, with volt and your c"tractot. The t•,.tpoae of our teviow is to ,&fallout tba "Mostsolm !li#Otd1Rr 40*, atb ska r.t ; ,•! t,t" ✓rut, on the tutsts cf "here data, to prnrtde practical aid ccomON104'. altetrtottvas for �.talit) !in* (olocst•.on art suppurt. Me and*rstw^d )aa have dix%,^,arr{ed "ur previous gaoteehnic:i awytaaer. Rtttoaho"o laaMti and A%aoCiatOr. Cefor« :ftgaaif a tie your ir"tothnical "4i"or of Sacord tot Owso "twees. protect tatracf)Bttor Oft the basis of .ear d4t6 revlew, partortunto of our /. irrercri atwyy, sadts out dtacwiows, we understand you propose to 4wvalup the aaloriY of th" site by cutstructiny twO 6tractora dd a tff aitlop to tlia proposed rostawast. !file xtructtlts, at tre so,e*, Ord of the *Ito. is to be a !row-story rrttt ` frrtitty and will t,. t� .: .! to the aw wteMrs M+w Utr.e rw.M.'iaiQ„""""'""_. ..,...,... . .. . Ant wRxr w w«c::r r••au�+.wrr•.reat+asl "^ • .•- .� . . rr» »,.ND ru..me ram. Douglas Mulvanny• Architect B-1365-1 November S. 1997 Page 2 near future. while the other eastern building, a thra*-story office structure, will bra cronstructed in the future, both buildings are to be Pita supperted. Coupled with this construction is a utility tine installation progras. ineorp*tatinq a new sanitary sewer, At st.nrm drain and a water natn, your Post ptessinq concern at this point is to deter- mins the most suitable location for these lines and the most appropriate method of supporting thee!. Those problems •re compounded by the presence of varying thicknesses of pest which underlie much of the central anme ti southern parts ut the site. 7lte posts, and in so areas organic and clayey •Alta• range up to about thirteen till feet, or more, fn thickness ant• in spite of $ome earlier surcharginq efforts • are still r"iatively soft and compressible, because of these conditions, you •r• elln concernod about the options available for eupport of both tro' utility lines and catch basins and 4anhole structures, % A; Vr Line your civic engines, and fir. chunk Lie of Our office have prtr ,xousty discussed potential water 11nw relocation efforts, hosed on their discussions• and our in-house review of the presently available data, we concluded the most practical and economical location for this line was to move it to the Ph4t and north away from the d+eper Ct,lpressiblc soda. tfbar revised water tine puns now indicate the line is to enter the site from Northeast 43re Street in the access rod between the two V,.opos*d buildinos, then to extend in a generally northerly direc- tinn for about three hundred (300) tart. to a point about level with north and of the proP*sed emst,rn structure. At this point, it make • eight angle turn And oxtestd to the wont I" About one hunArafd f1081 feet where it ask" another right ante turn to the nn;•h. it thee extend" to the north to exit It the northern site bo.ndary. based On the subsurface condition* encountered- is the borings and t- at pit* within close proximity to this line, we believe this .*cation will tend to Place virtuailg tb whole line in the •:what mare Coapotont and lea* settlement su..ceptibte &oil*. •y ao doing, we belleee it will be possible to auppo" this utility in the a*rstrnq reasarabt} coapact eito f:11 toile. "hit* the *tattered un4e1`lYtn9 compressible soils in this area are fiK*fy to undergo same movemamt, we feel the earlier preloading effort* 'OuPled with removal of between two and three toot of Fart* Omisvfrsa*i.. rib. Pou914s Mulvanny, Architect e-L)6s-1 November S. 19/1 page 1 surficial fill, and the use of fleaible cosplin9s or joista, will be Sufficient to countrrect such movement. providing the above precautions era taken, we believe the ?cam *.to risk of aettlswent- related utility I•.rs damage is likely to be .ow and of a dagto• acceptable to i prudent person. A concrete thrist block will be located at sac! of the tight angle turns in this line to resist the internal Water pressures. we believe, on tha basis of the Subsurface data presently available, these thrust blocks can be located in and supported on the recom- pacted in-place soils Without suffering detriMental aettlawnt- related movements. It should be possible to accoMmod,-•e any minor mevemante that do occur by the use of the above montianse flexible pipe joints. C,1altary Sewer At the present time, it appears that the installation of a sanitary sa*war line to serve the entire site is unnsces;aas� , particularly since the sutara bui14firt9 Which Will rely on it most is not being built in the it eta future, Nowever, It will be necessary to Frov se a sanitartary +ewer tte-In 'or the southern bu: .din9 and the Proposed restaurant. Since there :s an existing sanitary line just to the rest of the site, it appears to us the twat practical option is to t1e the'* two buildings directly into this line by the shortebt possible route. The City earlier indreatsd that the ex"Iteel line ra eattstrueted p:edaminarttly on • f111 which was placed after all soft and coal-ea- alble nod s wee overoxcaysted. Some sagging it the vicinity of the property line Was observed in a recent telovlsioc evaluation at the line, but it vas apparently on the order of only about. two and one- as detrimental inches and Was nut soon as detrimental to thnt line. The Ctty dcea a" expect this existing line to undergo any signiftemat tuture, s-ttlement-related mnvoeont . In the case of the proposed rratauranc, We believe the supporting acrls are sufficiently competent that, provided tlexrble joints ate used, this connector should not be subject to settlement-related damage. In the swtt"Ith building the potential 4119nmeat 1s underleis by Moderate to atbstestial amounts of compresstble soil. 19ie proposed tie-ln connector now extends about (lftAan 11S) feet from the buildrno to the existing sanitary lino. tihce the Cualding and the e xiattnq line are assentrally tlitsd in place, it is possible this tie-in could be subject to settlament batich could lead to pipe of two Canna VAL see. . liouglae Mulvanny, Architect B-1345-1 uovaeilaer S. I%j " e eosoaction raptures. To avoid this, we believe it will be ap- propriat• to include a flexible joint at about the sidpo'nt of the fine sad at tM batldamg to aceemmedats any pipe movement without damage. Alternatively, you could support this line on drives timber hilts, but this er:ruld cause the pipe to be too rigid and, although we do not envisage thin problem over such a short distance, It could suffer posotble oaisratressiag and fatlara over time. Since the exlstlnq line is relatively shallow, the City has indicated it will not require temporary sharing of the cohnection excavation. Looking to the future, your civil engineer has also indfcntW4 a proposed location for an extvhsipn fror. an existing manhole in Mertbeast alyd Street which is located alproximately one hundred 1100r feet east of the western site access road centorliM, "to extension, which oust be installed betore, or during future LIII- related road improvements. will be connected to asothet maMole to tr• landscaped ores between the sidewalk and the street The future s.,a:tar+ iinc will then exten,' to the east In this landscaped area to serve the eastern building. we believe it likely the extension from the street to your property will need to be pile aupport+d, but trio can be addressed in more detail In the future ones your development plans for the eastern building are ftnalitad. If piles are used to support any of the lines, we recoaai+od a• a minimum requlres�ent that c _.h pipe joint be pile supported. Tou should consult either yu, r i:irt:- tural engineer or the sanitary ptP* man;tacturer to determine It the pipe will span the distance between piles without suffering averetteaainq or pmtsntlal bteiabage. if ttcir opinion indicates additional piles Should be used at the pip» midpoints, such odditfonal piles should also be installed. We understand this should present no real difficulty Since your piling Ccitractor will already be mobiltted to install the building fcandations, and an additional few pilva should not add stgnifi- Cantly to the protect cost. SR to rein Tt%• last of these linen, and the one that appears to pose the major Problem. is the store araih liner,, This ►toe CelmprimSs a 001014aattoa of twelve 11I1 and twenty tour 1241 inch diameter Corrugated metal plr,e tCHP,. which directs fte-w towards and connects to a buried fi'ty-for ,5e1 inch diameter detention tams. TbiS detaottem lass. or., t,l a pair, will be bedded on generally competent eraterials and Is unlikely to undergo settiet,ent.-related siovewvnt of any s►g- aiftofmice. however, the story, 110e entends over a conStderable aaptb of compressible past and organic silt. "to line also ir.orlrcrstes aew ral catch basins which are. we understand. Settle- Went sensitive. terra ciolomm Ma Mb. . ,'vrw4344 Mulvaaay, ArMttece t-lies-i ticwaober S, 19a) hqe S 3'4"s thtase coadtttohs, what are the potearial risks toot. d is store drain isstsl?&Beef ycst, tbaro to A rash the catch batin struetsre- could settle rel•tiv# to the tine. )f Caries rite to _ Occur. it to likely the rbrthectlVns between the sttwcl%" and the lkae world rupi.ura yavtiAlly or eesrpletuly. This would probably 1044 b perlodl.- tealtoge !turn hiss ■atwctran or the Ito• into the Aurru..r.ding soti. tr ties, tht♦ weltd cause a sott*61*9 afed deterterAtion of thw ab:l# twat of which forma a paveasat subgtade. SPA wculd probably result in stow d4teriosatjob of the pavesteht watch wbutb sltiwatGly rtqurre a tolatiwiy wlrprssese reeedl•l ttwtesat tnelodinq case degree at repAvthq. ....cm.�, lost* to the risk the atroctwess cowSd r*Mlh Wadittufbed tn•+ tR.+ rhea aeald W botwewa structures. 0—Of t.ws this wo414 result. is pipe let-it I*hkOge of pa►Otbly Pa-pe of 3atnt !r.c•.„te. The results w04:d town be •taAlAi to ttr*# described A bov+r, Lastly. both of this sbov.. Situations could occur with all, :At results. 1:` but optaAan. none of these acenaflos to act able. to avoid th►a. us boli#se tbsre •re tw.a (,tncticat evi 000ncaica3 supp"rt Oitar data vela AVAtloble to you. The first, which wrsantl.sliy witairates the cash of an}• cacrn bash or plpc satttewent , is to pale sapport the foil 10"tpth of the line. As pointed out earlier. ;.r piling oontractor wf[l be 0"itol tad it will be a simple and r-asoosblS eccoowtcmt stev to Add A few blito. nowetwr. tsar o#sa svptbtt ctltert• O.,tllned (Of the ran►taty lire will spyiy hare. too. 'otrebortsbtt. Wke. wtit cteato a •t tg►d' pit* which v1: 7 hcw stay in- Fleet +hile thw sbrroandibq troa#d awttisa, tbir wi33 cr .�atA • dual,^ in the p4vrwrnt n•.rt tarts And this could ho A weer• Aweerw t`robl.at the., that causad by • asrlt 6egrwe of sMt•. ,-.•.�r , T1a# toeoad a:,#Wn&ttvv, and thr one we rseonsend to yea, canasta of f.roetdinq suac .eddetional 'ss: ieh,eie• to the cotch &Met^,* SUS"tt- 1.rt:� svb9txdra, the tnelustOn of (testate pipe ?aims and the 44Wition of camw extra dtaanage AAtattA: Around the J1'9100e atiffediaq ton be ae%, "" by ylecinq a ley r c , reiataveiy s•iff Tees•r $3-1 "rid on reragiac«tod ettuotW ge re eubgra land ovsrlAytaq and •nctaspassinq +t with obaut twelve tl)Y ,nehos of compacted granular structJ The area of t:r•l flil. rrstav" ehOvtd satend at lost ftw# feat bsybrvf the perimeters f thu structure. NY this scans, the stlwrtur•1 loads eat% be diattibletwd oeer a greater Ors&. thereby reduriwq the eantact pressures sod, sa result. roduc Anq tb+ patrrtiet for sottivvw t, Err• caennusns sa tboq� llutvaMy, Architect. Mover r S. 1467 a• lits-t Ar^e 1 A& an add;! :oaal ptecOetiora # Axseau,rr, the bottom of the tmeiso d li excavation r- aid then be roca"Acto with a plat.,. tamper, tkaa land watt an tepere.able mer.brahe and covered with a layer of clean free drkeniaq gravel or washgu rock. Approximately t►vIV* fill iamleoa seet:d M wflaaasasR. lepereeaele aamtpamn ahaatiog or a gect*--h 'Cal fabric lee*r will he adequate for llnlag purposes. this lined drain layer •%w-ld bA Cornectad to tta relief drain welch Will be installed beneath the dateotioa tau►, hereby providing a maanA of tranrporterry any future leakage to dlacr.argg under control to the north or tho Alta. Th^ floxib:y connected pipe shou:,l than be bedded on this tree- drainoiq layer. Treaeh backtill tht ld theft 0e plaoed Mad compacted carefully to 90 percent . 1 aaeimue dr:. density, ae dstatxane< by A.::i rest Aek:gnatlon p-iSS"-2r 1Kadir a4d ►tOCiat Y, up to a point two fact beneath final site gtade. The M iW. ar t►: test should be 'COMPOatod to g6 pet at of t aaslaua dry &"$S&y to provideound e provtdetS potp eubgrade. 'r`hts and.,'�r the gravel layer weu d t%*A past for (xakage and would allow It to be directed to the catch basin strucsurat without 04e11no any aw"flesst dotoetoratlos to the surrounding seats. Arother t recauteonary eas%ure is to place a short of geene!•fabr": *vat the backttlled trench al+gnmant to help reduce t cltnical he prtential for traffic-iafaaed ttMek Rill eotklametets. ffte t�rle, Ord we recoaay.nd a *ttreti SCOX or its e+quivktsnt, should extend at 1rOst New feet beyond each gtde of the trench and ahoeld art placed immediately on the prepared Ond crosgrrtkd roadway or parking e.rpa bgrOde. This rebrit will provide saw additional strength to the paveseet section and will help to distribute the traffic wheel loads Cwwr a gremter atwA 4f sob"MiNw. to ter%* tkis Wll l to" to redaoe tl.at' ..• traCt� nCtcrte ar. tR:•p cctspar•+pd tr •r,r!r fill%, thereby rrdurtng potgnt:ai degree of settlaaa•nt. L.tcsuse of the potential tot deCtwrantlal and irregular rs.flweeats brnpath tho paw*~t area%, yew tssy ettir Wish to aasteall the V4 **ea- nicAl fabric over the sort heavily eraffickad the luny term. we bvl ,rve asprgrab are". over paves"t partonofte*, ' scold prove lenefseisl to the E.anp Carty 04001% su bougtas wulvannY. Architect 6-JJis-1 1Mvweber S, 1417 lags Y Liwitaltons and Adg4tional Sa-vicea The opin:ens and recndatton■ provided in this letter are based on the subiurtace conittione wncountered in 0"-' teferenced stud} and recordwS In the earlier otttenhouae teewan and As;t,ciates ' study, the d*sigh ihforwatioa YOU provided us. and our experience and engineering ludgrsutnt.. They have berm derived In A Mannar consis- tent w1in that 1e1*1 of car.- and skill ordinarily *sstcised by other meebeta of the Ftotwsslon currently practicing under stellar conditions in this area. *0 wrrranty is etpteseed or implied. Tom should al..o uodetstand that subsurface conditions are subject to a wt.da rang* of variations both between exploratory l:icat:ons and .:var time. you *04 your e*nttsetor shatl4 Me pCeparrd for this and !Mould Make ptnvisfon for dralin® with such variation$ in both your budget and aeheduln, **Coup# of t1e relatively coeptek and settlement-susceptible conditions, the t+ctenttal difficult!#6 involved in utility line iacnataeemeltatton' and the need to eOnitor subsurface conditions, we Ctid you retain " to revise the fins. design plans to verity out Cetitswandatiowa have :Jaen proper'y interpreted and toc' ..tad in plans 406c specifications. Tn addition. as a seosur* of cW .iiuity. a>Cnitor tng services tcraou r3,+r ins utility etain us o provide grcteohnical cons ruction p1lo foundation installation. This Will allow wa to Make �Vadificatiewa to Omr Oriylaal tsoowwea"- tiehs ahtd etwMitiens wtranc, and to ptovida an iaeedi*t# and ongoing sours#ed of exptrt and Judgement to help it**(, Yr conttac- tor on .cha a and *Maid work s twtoppages. It we are not rerained to swt a# OC p.;rtore t pa# s#rvic,as, taCi cannot be tponsible for the perfor, ility tr#ncn preparation es or backttlling, or for the 04tfom00ee Of catch baatn. tbtust b1OOks or utility lithe f*mflJi*Lirlm - 0 Pfr irIMPOW xYxtwa. or for any nthar goot*chntca)ly-related &*poet of k••tactiaal trust the above rotor""C" and discussion vr ; t clarity the p suW ecom mitc utility 112e suggest altorwatloea avhil*bl•, and the pmt*xtial risk* involved in each. We also hope this will s�s+at. you to your dacition regarding whic!i support siternativ# to tiarta Ccommo et h+c oouglas Mulvaany, Arct,teet Movewher S. 3f6? B-3343-1 Page t usc • If ,Ow have any queationa regarn:nq tf,letter, Of any o ♦ content of this other 4aotacnwaoally-related *spa" of the project, pla�se Ball. Vary truly ye+jrs. F.APTH COMSLLTANrS. 7VC. t, Glen Minn. P. C. vice-President �i06A1tN4 "•c• Mr. Dan Monahan; :ire wt Itrnt<r-. Mr. ann Olson; City of Penton Mr. Jim kansen: Cat} of aenton Mr. CAuek Pricer city of *"ton Mr-, aob Bergstrom; City of Benton Mr. Way" Cibbenst Fngtneored Systems Inc. Mr. Harvey k. Headrrcliaon; Leary Conatr,retion Mr. X&Ily NOBride: oe"tas Mulvaney, Architects Earth COWA"s.tK November 5, 1967 I _33Xf+1 Mr. Nike Nensan MV 9 1967 C/O Dougla6 R:tvanny, Architect 12200 North,:p May Sellevue, Washington 49,105 ' Subject: Geotechnical Consultation Uti:itl Line Relocatinn and Support Proposed Commercial Devolo Amt Renton, Washington Reference: Subsurface Exploration and Ge-Atechnrcal 8ngireer1r,: Report for Exit - Center by Rittenhouse Zeeman and Asaxittes W-0 10, dated 9;5. 65 Underground Utility Design Considerattccs letter by Rittenhouse Zeeman and Associates W-4610, dated 10;27197 Earth Consultant+, Inc. Geotechn:^al Engineering Study Proposed Restaurant Renton, Washingtor E-1165, dated 10. 14,t17 Gentlemen: At your request, and within the scope of our proposal, we have reviewed the referenced reports, and discussed the proposed design and construction plena with you and your contractor. The purpose of our review is to evaluate the comditicas eai►tlnq beneath ths. subject site and, all the basis of these data, to provide prartical and r,conomical alternatives f;r utility line relocation and support. We understa-i ycu have discharged your previous geotechnical engineer. pit nhr;use Zeeman ar,d Associates, before engaging us as your geotecheica: emsinevr of record for tr services. Project Descrtotlon On the bests of our data review, performance of our referenced study, and our discussions, we understand you propose to develop the ma2ority of this site by constructing two structures in addition to the proposed restaurant. One structure, at the south end of the sate, is to be a run-story retail facility and Will be built in the ..._,.........w_____.____.___.__.�_..�._.._.,._.... 'ma rWe aan w. rrY w+Y...rae+ee+awe, m4.r 2F Wei as w.sr,e►,r ee ro w •,..w..ww.e.awn.�s �� M 5. Douglas kulvennv. Architect It'I !-1 moeemb*t S, 1917 ts4* 1 nea future, while the other easters hw.ilMitmg, a throo-story *foes structure, will so constructed in XOV. loth buildings are to �c pile s4pported. Cnupl*d with than construction Is If t*pity lift* ldstnllatton lrogras incorporating a ,kew sanitary **our. a storm dr,iin and a water sun. Your east pressing oncern at this paint is to deter- mine the vast amitabte location for these :in** and t" seat appropriate method of supporting thee. Those pret,*wa are compounded by the presence of varying thiekneases Of p,at which underlie skim of the control and southern carts of the site. Tho pests, and in some areas organic and clayey silts, range up to about ittrtoen MI lest, or more, in thickness and, to spite of Brie* eezii*r surcharging efforts, are *tit! r,lativeiy soft and eta;.rHaible. 5scnus* of theme coaditiono. you are also aomeermes If, .t the t,pzt ons available •-r support of liotr, the ,;rilitf ltnea art Batt-h basins and manhole atiictures. ke"ar Lich Y(7;r civil en9inevr and Mr. chuck Lie of out office nave prevtoosly discussed pot*Attal wester Its* relocation efforts. Based on their d:scusalOna, and air in-hots* review of the prei*mtly available data. we concluded the met practical st.i econarical location for th. % line was to -nv* it to the east and north away frtw the de*pei et_ presSLbl* veils_ Tc ,r revi+v,d water lift* plans now indicate the line to to enter the sate from' Northeast 41rd Street in the access raid between the tv, prapoaod buildings, than t extend in a genorally northerly direr tlim for about three hundred I304t fast to a point about i*w1 with th• north end of the ppr^Ix,aod eastern strtctuio. At this point, it will melts a Eight Dag Lt tulle and elterid to the w"t der mbowt cm* hundred flab) feet whays it makes another rfaht argl* turn to tho ni.,+ti. It tin«n extends tc the north to exit dt the ,xirthrrn sit b,: ;adary. has,d on tb* Subsurface. coraiitions. *ncouater*d to the box&*%* sad trtt pit& within close prdximtty to- this 1411*. we believe this t sac&tton will tend to place virtually the whole tin* in the r. '•wh&t rat* cooawt*nt and leas s*ttl~mt susicptibl♦ *oils, hI no doing, we believe it will be possible to supper*_ this utility td the esistinq r*asonablp compact stty rill Boils. While the scattered tinderlyina campr*ssibl* soils in this arse ate lively to undergo some movem*nt, we to*t the earlier proloadinp efforts ccupiod with removal of bietwwon two and three feet of EpM C&n&imenM..aft aargla& kluivatny, Arcklttet t-IIiS-1 Moewbrr ., IfaT Mp* sur"c"' fill, and the use of Rltaible t:aap` ilagr or )olats,. trtl, b+ anYlalHMt to sawaterott such aovews vt. providing the Shoo r'Ml'*ca•ttnM ar* takeb, we believe the :Otq tern rasa cf tattl.taen- rNated utility labs 06" ae libely to be low area of a Wier o teptskl• t• w prwRrnt per sea. A concrete trr,tst block will M lucat.rd at rac• the ra taarhs an than lia* to tasks% the tatorval water Pro*%****. we barley, on the beets of the subwarfave data lrep*ntly available, Haase ' :gust bl*C*S a** tt located to and sumortsd as the rec•ts- pacte.a is-piaca &Oita ratho_t suffering 0*tribr.atsi settloe*nt- ralattd aterommotS, it should ate passlt'ie to wccosruadatw May pimor aaaeaeptr tn.t di) CMUt by the 110e the aaa" bunt Ann" flosibla pipe ldin_S. :�atutary Srwr • t '.� •. --cant ta**. at &;'"r' ^rat live tart&ll&brio,% of a manner to rvtYe tl-! r-tic $,to la .%hoar a"o�+a<r r. l',a rtir . lay nee the : satern budding W,. ,n will rely on it "it is act being t,tllt is tko ia##tedaata future. swoovar. it Will b* racteaarl^ to ►.roV id* a ►anit&ry sever t.'"n [vet thtt A'-�th*r& building end the �topossd ttrtaurant. Same thoae as all a.iattM aaa&iary lire lost to the west of the Sato,. to, appears to,. 4A the goat prartical option is to tit these too buildings directly into this ►ine by tka snort" possible rout*. :he c1ti earlier indicated that the •atatisg Ito* 141 ConstrAocted•lrr�dbieasrwaly as a fill uhlek was pfoesd after most of a*e soft and Ga•tysp ribs* sots ware t`velfwvi, ated. Soave aagglntl an the vaCahaty the pr"wvty lane wet ob•et%rd .n a raC* t teltvasaon evaluataa« of to* oat. but it was aiWsr*ntly on t.1M 494ar of only .bout two and ana'•half iach** and was not t**n as a*tilatantal to the- no. In ba Cates s she praw&vrd rowtoftesit, %* 1lalita* therOpparolne mils AT,, S.; f:-:"ntly t•er.Prt Mgt that. f<rt, .'ad f1eairi0 ;Otnts err. -tat connrctor snouid not Ito waytet to Sett irrwnt•ralabe*oabage. Ir %N' •authors buildingthe 'potential ai�aastent is ubarrlain by eoa*rat• to %abstantlal &W Mt& of COaprts&xble eat: . "0 r'rotats*d t:ae•ar eurnrs-r. r nrw *attnds about rifts*:a sir: fort trim. %a* bwldang to the *Ruts" so"oory Ito*. iiase the bolidinq 04 too eslotiA9 l.tnw &re s&"afteily fixed in P►aCe. it is possible this ti*-in Could be ra,bl"et to sottletrent ,whaCh Could lead to pap* at Lana Gatgytarot K A 47 .f.,, ixwglas Mutranny, Atcnstect 11-33dS-1 wvealber S, ISdi ft" a coaaadtitn ruptures. ;o Avoid this. Vo beltevt it will be •p- propriatt to include A flexlble )*lot at about tt.e ■sdpoint or the #aaa amd at use bslldis" to bcaassmds6 4" pipe smvssaat vitlMwt dam4ye. hitarnAtivsly, you could Support this lino on drsvea timber Fit**, but this could cause the pope to tie too rield and, although we da not onvtsage this problem a"r muc's a short distance, it could Sutte ! V"*Ab#w mt/atStreesing bald tatter- over that. elope ow exset#mq line is relativelyna(lew. it is :ix+ :y. the connection ax,avatton will not require tefgwrary shoring, tnovgh It will afed to met ,gtroprsate federAi, state Aad local safety btaadarda. Looking to the fatura, your C"ll eaginSer r•aa also indi^ated A PraPootd location for an exirnrian fr0't ba existing mAhbolo in Serthaast /1ris Sets" welch es Iaoatld appeo:;suitsly -.e hundred t :Q01 feet fiat O.. the wester. Alta aarnes road O"teci.xoa. This f•ctenaton, which west be in••Alled bofore air during future LtLe i fated road smprovomonts, will he conhectad to another sanbulf Yn t , landscapes area b-.wvon tna atdowalk snd the 4treet. for f;.utt , nitary line will then eatend to the coat an this IaaesCapsd arty to ferve the tasttrn buildihq, the betlew It tttely the entaReidt T n the street_ to your property a 11 "ad to Pe p.i it supported. .: at. being the .:vat. we taeaaband dtivan timber pi.as witis a alarsrp tip d#aatator of eight 3AChfa be u ho sed, they a ..td ba located at Bach pipe Joint and at said-spiv of *Act$ ' tpf Section, Me recommend they be driven at least four foot into t.q und.elyinq denser nstive xi1s. 17 pile* are used to sup gm port say of t�- Itnss, we rel: rad as a r ',mum requireaent that earn pig join!. be psis auppr rtad. You avid consult oither your struct .ra.l engtntor or the Sahitaty pipe n:=nvfacturer to determine if the pipe will span the distance betwuor. piles without suff.•rinq overstressing or potential braakogf. it t<<esr opinion sndiratta additional Pilo* ^hgmtd bt used at the #Wq sidpolata, such addit#obal P11e4 INN14 else >h inrtatled. We : .lArstand this should pirsen• no roil difftcutt} r.. :t p•iltnq ntracto will already be mobsltaad to install the c.uilding f, nd.Attona, and an addittonai few piles should not. add signifl. C—tly to the pro3tct cost. 5•-_rR�tra i n Stt lift of thmsa Ithts, and the ant that &VW"rs to pow the sca.�T pt-blsm, to the storm drain firm, this Tina aosprtaef a Cambinat_ n O' twelve t11) and twenty four ;70 incr. d Nuaetfr cor-rugated awtal PAP' ICApI wbic'i dltects flaw towards and conno,�ta to a buried fifty-tour (S41 lath dlo"ter dltsation tacit. "is detgnetaa Vasa, �+ra of a pair, will be bedded on generally oomp►temt aaterlSla acid Earth taemnams ow Douglas lhilvanny. Architect t-)365-1 W.weaoer 5. 1 N t fege ; is unlikely to Wader" Lettlemeat-relat+: 3 movement of Say siq- *Iticanoe. MtAsever, the store line *ateride avow a considerable depth of caa<presa:ble peat and organic salt . This line also iaaaeeyaVat*f several Cats% baistaa wh*Cb ate, we jaderstard. rattle- ment sensitive. diver these . ondit.ions. what ate the patentia, risas involved in •Mate dtaift Laststistiemi ""t, there is a risk the Call" basin structures could settle relative tc the jar. . I this were to occur, At is likely the connections between the a;r.icture and the lift* would ruptut* partially or cat:Pletely. This Would probably lead to periodic leaks frog the structure at the line into the surtoundtaq soil. In time, tnia would cap• a a seftentaq and drterioration of the fat%, east of which fore! a pavement subgradr. ski would probably result in slow deter ioratich of the pavement. wr.,ch wa,.kd ultarattly I*quire a Waittvaly efpenoave rorodiai treata+ent inCludanq logo door" of repaving. 5 -oral, there is thtt rt41t the .Structures Could remain .ndisturbed art the lino could a&, betwea structures. over tk*.r this would pr-bmbl? result in pipe joint looks" or possibly p,. a or joint fiictur. . Th- results would then be similar to the c described at,ww.. Lastly, both of the above situations cou:d with stellar r! %Ults. 1*. our ,i ialon. none of these ueenarios !s accoptsb.. To avoid tt•os. v,., believe there arm two practical and econoeteA . sippert alt�rr tttvos availabac tc you . The first, which essentially e: :risa••s the risk of any t•strh basin or pipe settlReeAt. is to F: '.0 *..;'port the full length at the lane. As painted o.it. earlier, l :r piiinq contractor will be on-site and it will be a simple and t.ssonabky *Coaamacal stop to add a for p#Ica, llowavor, the *sae support etitorta outlined for the sanitary line will apply haa,c, t. 1. r, rtherr,.vw. this vill create a 'rigid' pipe which will now stay An- tiace white the ourrou+wlluq ground setting. This wall *teate • "unsmpQ' in the pavement over time aid Ots Could be a aorsr severe oroblew than that caused br a emall dngroe of settioment . The wosnd alternative, and the new We recommend to you. Consists of Providing seat additional '<tiffeninq" to the- catch basin a support- i*g aubgrades, the tar; ie , of fleaib'ca pipe joints, and the e 404—too of sope ostta drata .g rstorial around the pipe, Toe sutairilde atiftaatar.q care be -+_•hleved by placing a layer of relatively at it( tenser fs-1 Geogrid + : the tocempacted Structure aubgrade and two Cen%itum etc Douulas Mulvrany, Architect t]6k-i November S. 1"7 s+qe everlapiAg and ancostposstaeom it with about twelve 3121 inches o! 1,060cted arrnafar atru1.4 fill- Tbte fill should be plated in 1. J{e lilts not exceedins ■ix inches In thickness ar.t at least gs percent of the amxiswpm it densit corn :+teed to APTM Test Designation n-1557-7s fModffisd Proctor,. W-e area of trestseent should .-xttnd " least five feet beyond the perimeters of tie structure. By th" means, the structural loads can be dis- ttibutod over A greater area, -hereby reducing the contact pressures and, as a result., reducing the potential tot nettlemcnt. As on st"to oai precautionary measure, the bottom of ire trench excavation. should than be recaepactad with a plate tamper, then tined with an lapermerble masibrrna rnd covered with a layer of clear, its, drainiaq grave, or washtd rock. Appecatmate3i twelve 4123 ircr,•-s should be sufficient. Imperrwab3e visqusen sreettrtq or a geotschnaetai fabric Baer will be adepwte for laninq purposes, This lined drain tayet should be Mrnacted to the reliet drain whicl w A l be installed beneath thv detention tank, thereby providing a 1 "nst of traasportinq an. future leakage to discharge under control tc the north of the site. The flexibly connected pipe ebould than be bedded on this frem- draAnlnq layer. TreACh bsckflli Should then be placed in loose lifts not esceedinq ten inches in thicknes t' s and oeampactsd carefully . 00 pore, of eAxiMum dry densrtl, as determined by ASTp. Test C- sianat ier, D-IX -7b (Modified Proctor), up to a point two fast beneath final site grader. The upper twa feet Should be compacted to s4 parcant of the mosieum dry density to provide a sound pavement ;i4grade, This and�'or the gravel layer would than provide a path ter leakage and would allow it to L dlr--ctad to the catch 1.asin structures without ¢aUainq any 019", scant deterioration to the s,.rrounding soils. A-nther precautionary measure is to place r sheet of geotechnieil ' .::roc bcut the hackfilled trench alignm..n t. to nip reduce the prtrnttal for traffic-induced trench f12t Settlownts. The fabric. Sri we racom~d a Mirati SOOR or Its equivalent, should extend at bast live rant beyond sack side of tie trench and Should be placed IctsediatolY a+ t_ prepared and cosgaact•:' roadway or patking area ec hara This fattic will provide %cr, Addition- 1 strength tt' the t. ktOut "'tAon end will heip to distribute tAe trattic wheel wads o+. er • vter area of subgrade, to turn, this will teed to rsdnne the tra:. .. affects on the compacted trench falls, thereby reducing the Poteat,al degree of settlownt. twth C,oamr(Wft ast Douq:as Mulvanny, Architect E-33s5-1 November S, 1Sf17 ►aye 1 n#cause of the potential for differential and irreaulor set.tlenants ugneath the pavcmant areas, YOU msy also viah to eatetid the "*toeh- nicai fabric over the more heavily trafficked subgrsde areas. Over the lone term, we believe this could prove beneficial to the paveuent per! .,rmance. I.iMitations -ad-Additional Services ,he opinions and recor.;mendaticns provided in this letter are based on the subsurface condition# encountered in our referenced study and recorded i. the earlier pittenhause Zoom, and Associates , study, the design information you ernviAed up. and our experience and engineerini judgement. They have been 4,•ived in a sinner consis- tent with that level of care a" skill ord:r:arily ex#rcased by other members of the profession crrently practicing undo: similar conditions i • this area. No warranty is expressed or implied. You should also understand that subsurface conditions are subject to a wide range of variationx both betw"n exploratory lorations and over time. You and your contractor should be prepared for this and should max. provision fcr dealjr,j with such variations in both your budget and ,chedule. !#cause of the relate, - ly complex and settlement •susemptible c':Aditiana, the potential difficuitles involved in utili-y line installation, and the need to eonitor subsurface car dit ohs, werecemm+Md you retain us to review the final design plant .o verify our recommendsttons have beer, prclerly interpreted and iv,:Juded in Plans and specifications. in addition, as a measure of continuity, %I' reeoMmend you retain us tc p-ovide geotachnical construction canitorin9 service! durinq utility and pile foungation /n#tallatton, This will a',low,ua to make modrftcations to our orgy.tasil reoommanda- ttoas should eonditiarrs "Arrant, amd to provide on 1006diata and c1goleq source of expertisr and }u"'-,-ment tc: help keep your ct,•itrar- t.-...r On schedule and avoid work ,t01-4r,a9es, if we are not retained to perform these services, ECf cannot be responsible for the perfor- mance of utility trench preparatlon or backfiliing., or for the perfermsnce Of catch basin, threat block, or utility line toundstion support systems. Or for any other geotechnicaily-related aspect of "nc faro7uct. lsrM OsasMMM4 Mrs. D049186 Mulvaney, Architect 9-3365-1 Na•c•aeCet 5, l9Pt Place • N•� cza•t th. &Cove information and discussion will clarlft to,, peaet'.,ai and ecoumasC utAlity line aeppeCt eltermative■ • viSal . and %h* pntentisi risk& Involved in each. we also hope this assist you in your decision tegardinq w'hish ,pport alternativ, use. It you have ary questions • tgardinq the content of ta::- letter. or and otbot 9eoteapetoe1iy-telste4 aspeee- of the pro*ct. please call . very truly yours, N RAm j�ODUtsTnfn:5. IteC. a�1,y 4 G.-In Kenn. P. E. r•''&hrteM1e +�ZZ Vice-President fJy04A► EtiG C.C. Mr. bon MooaAant City of NencaL Mr. Rom Olson; Ctt} of Mnton✓ Mr. Jim "risen: City of Renton NY. Chuck Price; City of Renton Mr. sob ber9straat City of Ashton rr. Mayne GibbOlsi bn4:n4ored Systems Inc. lit . "tv%:y R. 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