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EDEN N 3623 BOAT & AUTO REPAIR MALONE STORAGE , . , nATE FrNaLEn ENGINEER'S REVIEW SHEET ~ CHECK WHEN LOGGED IN FINAL BLDG. PERMIT # -or -FILE# B94126.9-4 Related File # ( ) Date to Review 8-8-94 Time 10:00 # PRE-CONSTRUCTION Date to AA & DR Time Date Received 7-13-94 . Project Name BOAT & AUTO REPAIR MALONE Srl'ORAGE P-1575 No. Lots 2 No.Acres Section - Township - Range SITE ADDRESS EDEN N 3623/N EUCLID PARCEL # 06554-1201+ ~5VU4, Q,01 Applicant's Name BII-L MAI.ONE Phone # 928-0520 Address 1125 S ROBINHOOD Work # 326-2626 Date Conditions mailed Contact person Phone # I'LOOD ZONE V NO W S SCHOOL Engineer / Surveyor's / Architect's Name Planning Contact Person Phone # 456-2205 Date Submitted Description Initials AA'MLNT TO PAY FEES OR PRIORITY FEE COMPLETEll & COPY TO ACCOUI~ I'ING FINAL PLAT FEES COMPLE'TED & COPY TQ-AG~UNTING 3 / 60 / 9S NO'TICE TO PUBLIC # 1 3 4~(~ OMYLETED ) OR NEEDS TO BE SIGNED DESIGN DEVIA'1'ION SUBMITTED ALTERA'TION T0 PLAT - BLOCKS & LOTS BOND RELEASED -120AD & DR11IlNAGE IMPROVEMENTS HfiARING EXAM _APPROVEU _DENIED-_APPEALED BBC / YROJECT _APPROVED _DENIED ` r G ,lo - Zi - 9K ~ oA ll t-m II F ~~n~;~ r• ~s ~~o ~.r 30- 9s -A z. ttJ v.e. 1- 30 -11~S cD. + - -ra,~ AQ,a.-,r-r c p~,~ ~ c.~ 1~•~ ~ ~ - 27 -ti;-- P, _ , .,arc4c ;r-. J ~t -,,ool& - ~c r44A.ts ~r 4 i.✓. .6, a . 3 - tip o Gar, ~ . _~5 - zD Aqc7 k\p\i\review.for I - '.5' . I _ ' • e ~ t Log Ifl DQt9: PAfoel ft. RDaCf NaF'C1BMU: -fj;if ~ ~ ~ ~ OlJCpoSti; ~ ~ ~ . . m.,.,, hepdtA{~ i3y: Flbq ty: fIand DBW} , ND. 6 NOTICE TO THE PUBLIC ' FtID WAIVER, AGREEMENT ANd COVENANTt • Y,NoW ktL REN BY 'FHESE PRESENTS, That WILLIAM D. MALOAIE AND CONNTE L. MAr~ONE, husband and wife, . being the vwners o~ t,he €ollowing deacribed lands in cvne.ideration of Mutual Senef it§ to kae hezeafter derived do fvr themselveo, t~elr heirs, gzantees, assigne and 9ucce'sdor (s) 3_n inb~reat hereby agsee to outhiorize Spokane County to place their name(t) oh A getition for the formation o£ a IRoad -Improvement D3,bbricE (RID) by the petftioh ine~hvd pursuant to C~apter 36,88 RCW, which petition includes the awner(e) praperEy; tind further noE to objact, by the eigning of a ballotp or na~ to pzvEeet ~o th6 ko'rm2ttion of a RIp by the reaolution meb-had gursuaA to chapEer 35.88 RCW, which ke~n1utian includes the ownez(a) property. If a RTD ie tormod by either the petition ot renolutiQn rnetho"d, ae provide8 for in Chapter 36,88 RCW, ~he owner(e) or ~~ccednaf (i) f urthear agree ; (1) that ~he lmprovements ot constructiorx contemplaEed withifl ~kh gropvsed RID are feagible, (2) ihat the benefite to be derived from ~he farmation af the RID by Elie prdperty included tt3erein, ~ogethez wLbry t13e amount af c'lTly Cvun~y particfgationf exceeda the coat and expense flf fnrmation ot the RID, arid (3) thaE ~he praper~y within the proposed RID is $ufficientl-y deueloped. Provided, fuz~her, fthe owner(n) or auccessar (s) shaxl retai.n the righte as authorized under RCW 36A8.090, to Qbject to arty aaae8smertk (e) on tne progerty as arenul~ of the itnpro,~emenEd ca1led fvr in canjuriction with the farmatian of a RID by either the pet~tian or resolution method under Chapter 36,88 RCw and to appaal to the Supextor CourE ~he decialon of the Board af Cour~ty commissionerF~ affirming the ffnal aseesembnt toll. It to futther agreed that at auc~~ time ae an RID Is created or any Roa4 Impravemen~ Praject iB sanctkoned by spakane Caunty, the impravernente required {cukb, sidewa],k, drainage control and paving to exteting pavement) shall be at ~he soI6, 63cpense of thF~ un8ekeigned awnerr, ~~~qir heire, gzanteeo hLnd aoaigris wib-~aut - ariymonetazy partlci~ation by 5gokane County. . The RIb waiver cantained in ~hie agreemet'it shall expire after ton years fram the daEe vf execution be1ow, flowever, at the expiration date Ehe owner(s) or 6uccebeo'r (s') agree to construct t,he requirec3 improvementi; aE thei.r own expcmnse; pay , to spflltdnb County the ~hen estimated coat ❑f the reqetfred irnprovemenLs to enable the Cotihty Uv 'eamlAete the igamb; or futnish ~t bond or v~her secure rnethad euitable to Ehg GoUfit~; iDr'vviding far ar eecuri-ng to the cotinty the actual consbructivn of the i.mp ro~ e6iri8 n~~. , The above evnd#.tions and covenant apply to the fol.lowirrg describeci property: Lot 1, Block 2, EUCLID TNDUSTRIAL ;PARK, as per plat thereof recorded in vo1ume- 20 ot PLats, Page 51 R Spok.ane County, Wa'shi'ngton. i Lcaca,ted in Section 6, Township 25 North aRange 45 East f W. M. - (aver) . ~ ~ These requirements are and ahall run with the land and ehall be binding upon the ownere, their heire, euccessore or aeeigns. IN WITNESS WFiEREOF, We have hereunto aet our hand(e) and eeal(e) this Ga day of March , 1995 . . ~ Je,14~ A~ William D . MaloKe Connie L. Malone STATE OF WASHINGTON ) COUNTY OF SPOKANE ~ sB On thia day pereonally appeared before me William D. and Connie L. Malone, pereonally known to me to be the individual(s) who executed the forgoing i.netrumenti and acknowledged ttle said instrument to be the free and voluntary act and deed of said ihdi"vidual(s), for ttie uses and purposes therei.n mentioned. ( Given under my hand arid seal thi8 TO day of March , 1995 . ~~~~L ~ , J ~\a ~ Notary Public In ;.of Washinqton :1•fhs~~'~~ . residiny at Spokane.:,_, My Appointment Expz~e~ qs - ~ ~S v . ~ ~ ,l Y. . ' ~ • , ~Y , , ,,~1,-; s a•J . ~4~` t~~t~• '^~.C' ~{i~~~t. t~ 1 _ • ' ~ . N'OTICE OF TRANSMIT"FAL AIaD[tI;SS: m~ ~D 1'RnJI:C~' ll:q - (04$6 . ~a3 EN q - 4)498 13US[NC-SS NAMC: I'/1RCCL N0./LCGAL DCSCR[PT[ON: PROPOSCD USE: -BC)Ar M EcHAN IchL sH oiO 550lo5• I~OI STd,e.ACoE ZUILD HNG CONTACT: `i::~i~ MALOQE PHONE:q29 ' 05QO ~ REASON rOR 'x'RANSMITTAZ, PREAPPLICATION CONFERENCE PRECONSTRUCT[ON CONFERENCE OTHER: ~ DATE: TIME: DOCUMENTS CIRCYJLATED DISTRtBU'rED T0: ~ Reco DESCRiP'i`(ON BUILDINGS PLANN[NG ENGINEERS HEA[.TH SCAPCA FgtE DISI' X OTKER: Site Plan (new) cevt~ed~ Critical Matcrials List . . iPaclciog Plan. I I ~ W-F ...~r `a~c.ZQ--~ - iSignagc Plan >•aa„~.,~.~ m'" ~~s^^~ ' h jLightiag Plan ~ • ~~~ur " A u {y ' ~ - lDrainage Plan r ~ ff I S i'r.r..~._ I h...' 1 ~f.1. .v lDcainage Calculations vz ~ lAgmmcnt to Pay Fees ~ lIrrigation Plaa Landsca(e Plan re ~ ~ . ~ I i~~i;, ~~Ll.ti}°..•.. . • .i I • . • - ~ ~ ~Promissory Lettac ~.~~I ~ I~1~~ ~•~~I.wY~. ~ MY~~ ~ ~ t~~Mw~F~~~I M.~~~ l1 ~ ' - ILandscape Cost Estimate ~N""~~~~~ iTcaffic Circulation Plan ~ ~ ~a~ . ' s~~~,.s~~ ~u.~~a . iConstruction Dcawings iFloor Plan ~ ~ .~p•~ ~ ro ~ ; . •r.;~~> ~ ~ I I I l I 1 1 I . I I I I I~ l i I I I I 1 1 1 I ~ Thc abovc itcros havc bccil ~ x-e~ , rccci vcd: g; . ' ~ Datc of Transmittal: 3.I5•q OFFI ~ TPA ob"~t~Yi9~tpoi:~~ s~~NE~~UU6ENGlNE2RVM;L 0- A L PRO,IECT # 2„~~I Co«tli:t~ed t,y ~ SPOKAiic. SU~TTV~ 1 ~ a • RETURN TO COUii9TY~EWINJEM.... • : - 1~,wu1.7 1, o• l , . NOTICLi OF TRANSMfTTi-),)--, n»uIzI~SS: N ['[201L'-C"l, 9q-(bL4eP---) IN ` 4AW r3USINCSS NAME: PARCLL NO./LI7:G/`I. DLSCRIPTION: PROPOS~D US~: MEGf4A~l~I /C19-~ sHvp los-- l a o/ \47Ll) I1U6- coNTAcT: PxoNc: a a M Atonj g S-v5 ~ REASON FOZZ TRANSMZTTAL YREAPPLICATION CONFERENCE PRECONSTRUCTION CONFCRENCE OTHER: ~ ~P-A7)N vE DATE: TIME: UOCUMENTS CIRCULATEiD IJTSTRIBU"X'ED TO: RECO DESCRIPTION BUILDINGS PLANN[NG ENGINEERS HEALTH SCAPCA EIRC DIST !I OTHEft: ISite Plan (new) (revised) I I , I > ~~4l:Cv~ : y~~'<i~ ;~vab ~ ~ C'` ~:.s%..`:'~,~ l.u• \ Critical Matcrials Lisc ~•~::I: ;;;~::.r> :`.~:a.;~;%k~~`~1~~'.?J~~~i:~~ ~b~r:;c::%t>~'...I ,;?;~La;?f~\::~J'.Nik.,.:J::~ . , Parking Pla.n. t,~ . ~f~ C• ~ C. ~y'j ~i~ fy<; •`~l.a+l.' n ~ ) G~~C~ /M~" ~K ~t. Lv~:c.~a..a-}.., ~iS.~,..~~• t.~.a+°i~c~,~.'i) w.,« Slp l11tap e Plan ~,~r:>~t»._ ~y~,v> Yta*`k`~'~;~ 2~S°~~=2xq>~'>%- ~;",r~ ~+•nsa~,~:MC•~r>s:~~:rQ:t:! H'L"F5» ~~e ~ ~rC ;wrv~t 6 . + . • • c:;Jr.b 1~`.~~>iS-~~ t~:C'~~'%f,•~ ».<k or'~!•2~ r.a• ~ ~ it~ i; ri..~. ~p ~ i, "C2a • '"^~>sS~~~~~c;2 ~3. ~~„•~.,.o ~;v;,t~ja+._ ~,~q ~~•2A; ....~~.Y`,;;>• ?'S'i\\`2. • ~ )"~;v;;~;w I I ~`~i';°<.•,:F~`~'~~~ Q~S~y-,.~:~i:o l~~'d~C ~c~~%~~Jf titiQz~?:~;-'.;(o$~~,~,~t r~-~Sa? ,~~Y1,~~~ ~_..f'~ » (L1st1tlIIg Plan 1 - ~ F:i:.L~tic;;A~' >....:v:aC$~S;~~hctiyi4,.y~~~<~il'rr:u~Y ;i~•~~+v.~ai~S:~~c~l.<.ti; v:s:Y:~.."~)~~+Y:~wti~'33~:~i.'v3:i+;.?a~~ . ..v lD rz i nt~ge P 1a~n r;~; ~ ~~;~U~~ ~;;~a, •4f ;A;~•::.:::::.~: ..:;;r<;~, - .f V~-: ~,~µ-c • ~::.:,~:•c:~.;;~~ ~~.::f~.;~ja.t ~2 <2~ •~:~.:,,,GS).ci..•a~ r~Y ;,.t k:. ~y a ~5:3.:-.-..... n... .~ni0 t:: ~...•.l!.~•`r<:r::w:4.'J.;+I,v:tw:v. . <!i1~. L1~(~/ ~)i~~-:. f.,.~. . :StC.'f:., ~..y.. !n`wS{.......... Y~itS!`/.!..:!~.: ?i..;i:~i~.~.!!.;:; ;Y..wv>w:!Y~!9..........~'.'ti.;4.. •Y! j+i~:i~~.<~~:wn:+t~{f(~.4'Y~{4~.i;~ Y~':<~%WLl~v'~`!t<:~w:'~ ~{~)JL.\<!~'C:yJ ~::.-i:~!~i?:' 4.!}?~j{.<t' ?:O~t~liGiii:`;wiJ~<ti(!S_:~~~,~(~.t.K r' ':ai.i,"r `C:h=• IDrainage Calculations 1;~~ ~:~ywT\\~•v1 L ; y~~~`'•1. }~~,i)~:~^?S`C'^~O it~~~ : ~y_ ift~~.ri~~"~•'~` ~C1Jw♦ . Jw•w,~~v ,•,q~(~~C ~ F>?.:!i:~inS~^l•Y~.~c~tx~',.'~~1.~.:s::ai?i:~:~:.~ UC. ~dr.c:n>ir, c?~:~ « • .v v••r•. v . :t::"L'•t:~~•: • ~:;;:i>►-;c~ ~:oh;~:_r .c<.rl.:<.~ >~...:;,"t..' y:;r.r•~y:a~ •,••,::;~¢v:~->:~ • fr. r• ,>a . . Agreemciit to Pay ~ee.5 ~.i.;,,..:r~.fa:\t 4is:~ ~~+.liA.~'-;.•~CLr^:ii ~Z2->~ ~~.c~`f»>t%~-4.~l;~tY .•..:f~~;.~^:c`,'•y~:,~:>.sh4~:~~~•9 ' •V`~Z~~.;~tY'.~^:~~F~;~.~: .L . . . . , . G : , y < . ~ 7: : h~ • • ~ ~ ~ ny < ~ , ~ h::.•..a.~~.r.~.. .G:Y. ~:~..._>...~..:a.• ~.~c. ~ r .r .i.~P+a't ~o4~:'Y:~::r.., ~ , ..>r~:: :Z.:l.r.Ct c..~Gf:..:.c~3: ~,,.:S:c< I n~y, <a. w.~e; ~ce»>•<.y:r~ `('+C<!S~\~'-•~'."' ' KKM3. \ aa ~c Irrigation P131] I 1 I ~'"-,c~~~,.,-,.^i't ~ti t~~;;,.:-:, ~~~°.'`~;~.r~~Yt.px~ ~•::~;;~'ti~ilii •.~Zt~`3~v...~:i1~;t•.~cy;:' G„a;'-::~:: i..• t i-~'v ; , sr.•...;?~Cc.~t.y;~i.~?.:.~l~,~Q~... ;a~;k2t,~~,::C~ ~.i ~1 ':~`.C'~~i w . .\1 ,~.v.<;;r7~}\:.5..:•..}j•:.: ' .s! ~ti%~\ ~ sKJ,; ftjii3> r:L: ~ vi 2tiA i:>>i' ~Y3 :~y0•'~`~+: ~c •n cy"ii n~ Laculscape Plan .0., ' N'r vn ~~^T,-.,v",.'6'.t~ ~~>:i~ . ~~=£~~~~:~'iG::F;;~"C~:,,,-;; Zct.~io:-h• . ::'-.j -'.`ti%:Jf = OC. . ~:rLC`y...;; : i..~;~-: : ~ : ' ~ > . . . o , ` ~ ~ ~:~}a ~ ~ - 3. 2 ~C:l ~ at: ~ a}' 2 • E'ronussory T...etter ;;E ~ v, i4~ 0`.«3.~-~ ~Ycc~'f ~^p bi( %i~e. ~ r'y`•~~ii:~ `Z~ .L`~'"4j%~ 2 1 ~'~'~w !<./•'< Q,~c~. ~?%i~Ja.`f2,~.~vn~ ~t~.l.`t:~l«w't~~~f:i:..<t .t~.'~i~).~:!<v ~?<•.:..~ii~:x• <,ri~~r,:~:: s>~fE~.:.%.~i!:).~+::sc• ~.a'r.a:!b~i:~,~~L:~~v1.~:4.Z< L1ndscane WSt F-stimate yf::A\:~~2:~4~t`ii'~ i ~,,.~.e r2'' ~ . •i;.; a,.-. 2 ~'i< r:-: <k%~-:::::~:: Hp ~ k j: 3:'~4; K; `~~4%7~:"•~i~~bt i.~•: •1=~.•.os t:<"C~.~%:b~.. r.`c. W.~2.4.~y tcC~.v;~c.:..~ ~!:.`v.ii~:. ..^.k .:t:~:.n~ta?:C;~ .o!~'::~~~.a J(~~t.... C~~t~3 I ? a,~-~....~;. . . . "I'raffcc Circulation Plan fs;?:~"<,:.`~"; ~~~y r~~`r(~ f~x•,`~;~,•,. L1•j,.:{•ti/ ' T~9`~,~~L ~1~.~n.'1:;:':~J't~ (::)'':;ay,~ b~5:r'~•:.~~i;>a~ Y::ci:>;.<;_.~{.y :~:w,i:...;?~o.Z~.r~`A.ji:~:r.~.~~ • ;:;oi:;d\i.iE;' .~t~. o:t'a<~~?'~S~ ~,v.~:ti«~=kiC2 :<-:;<:;-:r•~~:::ri;;:~...c.~. ~ '-:u cei~v:~i Construction Drawings ` ~ . ~ ~.i ;Y^>. `'~":~c.r ~1:; :c. ri c_.•: $Y~• - sc ;q~,`:sc;'s-`ta''~';~ ~.'r;.,-~i, I. - ' i::~.ti r.'.~3 = i; 2te?;::~ m r+a2~ . J+~ i~~ c t i a'~.`» v! ~cl~v yFi.,, ;~:cyi•ti~`.'i'~~~~~ <°~~< ~Q~a< ~'~i~}t } { a , 4 4 ~Ca ~l .^~C Floor Plan ~:•:.~.r:. .J~ r ~:L;af'p..4',f` Y~:.'k~jM1; ..S i,,. ,'f.h%~~ .al~ ~.L, i . ~ i.>2•.. .r... •::v~in:.t:::c.. . ar~ .....ti~ri~.......... :~:'<•:~.i..;:;~> > ~::<:t,<;.;•~..;.<5:~9`. I.." CM ECK p21 ti1T ~ J(1 71ic Rbovc ircir►s l,m,e l,cc1r ' i•CCCi vcd: . (Jmc uf Transiliitcnt: p1 ~ Rcview Coorclina(or: ii r ' • , I (:irculalVA t►y; ' .4~/ ~ " V(~;C~I II I , NOTICE OF TRANSMITTAL nuD lz[:ss: N- 3 ~a3 ar_~ ck sT ~ P jz 0 1 ~.cl' ~-(c g 13US[NE;SS NAML: I'AIZCL=L NO./L,I-::Gnt1 - DCSCI2I!'"('[ON: Pnonosr-D usE: k:~oA7" Il'>t 29AN)cAt si-10P 5 50105, 6Da-7- s-roeA 6E - ,6u j'-WN6, - CONTACT: 1'HONC: 2 D cJ~(~ ~ ~vNE ~ . 8 nEAsoN roR xRANSmzTrAL PREAPPLICATION CONFERENCE PRECONSTRUCTiON CONFERENCE OTHCR: ~ DATE: TIME: I5 E~b ?6 +4--r\.) S DOCUMENTS CIRCULATED AISTRIBUTED T0: RECD DESCRIPT(ON BUfLDINGS Pi.ANN1NG ENGINEERS HEAL7H SCAPCA FIRE DISC A' OTE{ER: ISite Plan (new) (revised) ICritical Materials Lcst ~•,.ti.,.s:•~,.,:,.,..-...~,~.c-•r.~v- ~C~ i•"5r<t:~;•:ivc ~•.~~w~.;..::;.~Ay~ t ~~y~.) y.;y ~Ec;6>0?jj ^+~~b( ~ ~.;c -•:.a:~ 1 rC'r• c\ `2h ~ v < \=\v~va: Vl ~`!~M ~ v~ y~~~.n (1 4~'A~t~~\\tiOV \ ~wJi~ ~~^:.=>M::... b?:i~~ .~<i^~ ~it ~t.:~c~~;L'`~.+J 1<k~ ` ~,~v,i:b %~:~•::.tirs'o•;vi;:~3`f,~ S. ti~y ~tr~c ~t`~.~.Z''' y~'iS;~•~~ . IParking Pla.a. q„~~~;~•.<~.~ ~f>'s<~z~~ ~"•kv~~LV.%?~i..S:~.a 7n,11 ' y~•~~>~2>~ v> ~a.~.~t^ ~~.~~.t~.~i ~~s»~~a>.~~~x+.an>^$~nZ:2++ ~vL*'6»» ~v ~,~a~rC~.;w>w>t . . , . <:?O. yK.~~~.•..~,4~~?~C> -fi n`.~''a^•v (.t~ o;.sr~f_::;,r.3~ R=<;:<+.f...?::`-%t ~•i• 2a c~ lSignage Plan . . .a ~.~:.S,db.. ~v~ 3~ ':~Q' ..cfi°a. K:a Sati :a: f:> •^.-.'t~.:~:~i?r~.~':~ \~f.'4>::XA. ~;c ~vA.~l..... .~~.'`r' Y~f , s~: ~ ~w„ ~ yv. i a;~~~cti~ ~ Noc~: M raYry~.~ :a r.>.,::;,,.`~S tS~~ ::E"' ' ~F~~~,~~ ~e"S~e.'.+ y`.~ ~~:1^`';~~ .,f~• , •.~`,tr >:Y,-: >g.,,,C-,~ . • ~ 'rV iLighting Plan 1 ~~:y~q,c::S.~~'>~~':•: ~^rC4 r':n~t~~)~~ ~it~i?.rS:ti~:~.=4~t ra~:l.:,.,':•'i.^.~S:r~:a..~:<r...rfS'•St' ~s1i..•`.l~Cc.,?-fi3~,;.•:.o3:t~:.C%v.. c~~::s:;:~:;.._:: ~-,-,Ma:r.:r~i}~::?~••~::::;~;ti;u • yY::~~•.~~N.y ,.Y....~~«•'~ ~ ~;~:.,~`.`•'%~i:i~:~Y~?::i <:~~y;~t__~:.f r.'..':-., ~))qir.y~ l:.t .'u`.. Drainlge 1 lan ( ~:-::...;k.~.;:$:~ ~„-,.:..wi,~;. . ~ >::,;;;i:?~s;; ....~:n!::oitt~C:. ..n..:....... .:\::iC.. .n.,C :.i{..q.hn .vi::~N.....`C: . . ~ Dw~•'1~` 1 F"`.. . . . ~ v.~:;i+ : ~:_%r ~•:<< i•'e:oi.`.^ti:^;':.,~;~itii 'ei;~ic~iR oa... :a{.~r w't;r'. i4 ..,t~F>.-,,,v•.? ~s~`.,y~:Gi~ -i:%,,~ / :..::..:::::`.;:n• f )`.F.:• y^t~.cS. '~3. rainage Cnlculations • ~-\~~~Y e ~i~ ~•..i~:~;`,'•:>; . a ~t~=:~e>. c~ . „r•r• ~,?2• f: K- i- 6.:~ ~ ~~::.~.^~~Y~ :i• rJ,~sSfii>:n\,.~::.~ ! t ~,V.l.~ a.:G•n?V~i.~iti:. iq%'t?ti~~ f~e::~'t2):c?Ci>:ilr.~vi.~~i.i i.~rifY.,68i ~L~»~:c~;o~~9iSo:i': ,s,a;,;t_: x.~>';:.:~ i^;`»~yca~~~~•~~;;:R pq,ciA'v`o<r~ •rf >~`'";~'-`';:;6 Z•:?r;`•a~~r.~,~.`.2~~~:Y~>.;~?y~t~~:r„f : G ~.'-,,+?'~}::`y~'~..~~.' ~i~;:il:~~ '~~'it • vSa~C; a .;~C »..2-..4. ^ 't • - ^ ~ ~,..~':tZ S d w~~ \ . . . , Agceemuit to Pay Fees a . ~ f;a~~F:~ ` ZE,r~`•~~ ~$i. . ~.n..'k •,;c:r'"~s:-~.~~ c:.=a~<~%:::>:' s.: c',-'r < ~~r:~:-::;:<i~i:.~:a>~.2:G:a: v.. ;ti..:. ~.~xu. 5~:: ~%,--•:•••.>:n, r..r.ti~..:._v:f:: 'b.Z-:~:.t2'.c.h~l.;Ca ~c~S:.~.~.'.5:~< ICrl ation Plan ~i . . ?.:.r.Q. RFS.F...:: . . . t♦ .'ACY~ i.M f'n:` 7t' .4.A>' "<(>..y ;1~~'.~`~Y, ~~Y ~~'l ~f ~ J..,,~ ~ ~ ` ~ >38`'~^ ~ . '~Ill.~SCa1~ Plan V~ f~. .Jfx`.;c y;~•;:;.;~;;`~.: r . :•<<3~~~.~,,Y:,~ ~e:~. ~i~'• > Z ~ ~c:S`.i.;e~~?»;) 1 ~ ..~5 noi v Q R i Z c..o:-n•,..... ; `f" • r:.•.<-.....G/.•.r.~.... :?Q:•.~r:.~. • . Y - c it < ~ ~ ~5~~ ~ •~y""%'_ « ~ t . ~ . .v'~.. '~.o_~ - . . Proaussory Lettec o>+tcS. c~, ~ ~ e. ~ „ "-~"i••,. .L` ~ x~ ~ ~d: ~_t, v, I 'f ~ ~"t~ ~ j• y , :ffZ .;~3; ~~,.s.c ti,s L- ~ w !i.•~v 'k ?."l.M.t?~?5.2:2<i ~~)..J .y.tN , ~c :x.cc.~:. <•.:~:.t.:•....t~~t .t ~c :A~~.. c• •~~~~.M.e~.. .4i1.: l.~o.~~S `•'':`yfi3:`~^"~~`'i.;» ay~'ae`'-"i`%~i~~~'~~C4"+''~; ~y s6~~~.d.v~:~~:• e~o:ri:`,:•':~;~;:v ~~~-~•..~;:~k )r~.tr~~;:i~c i~f'h':~'•~v,~ w.. e. ~ t; ~ ,n,•,.~c?:•:t3 s_:= f...• ;cfv~!?i • ~ • ~ - f Llndscape Cost Fstimace : ~cr,•giv~2„ , • ~r, ~ ~,~,.h o•>~ ~:c ~~-y,.,; o 'a ~ sS ~..I ~ >~~i~ ~.1`' •i ~.=3~x • ~<:•:p: ~t:il; ~:tJ'?.~L.f.- tC<.i? ~t.c, t 4:..v.~~~-..~. ;~rv.. : ~'<.=.'<2-'r, n'~ .o?f.;L~..v,ul . ~C~~cac KmCa~d ,.a;c.x•; S.. ~;...,:.~:c> a • >~cr, fc. ~~tiyt?~~.~ \ ,1.v~.~~c_::^::<- .;'~Ci~~•?:sv ~x.,~ < . . 'I raffic Circulation Plan . , ~ ~;:~=aiyx\t.i'.<~~~~ ^r~:Ys!:.`• ):Z''.._ `~,.°).~~°'~`~.i'rd: :~'~Q'it:.•`.;:it ~:%:%::~{.:~wi.;c~u.'~.;o; ;~~y<~ ~ :ticYi~& i`.~'5..,..~t ~ ~~~~i~• •"v,.\~ a~Z~'~''~.` Y.~`v,4• .c~+{ ~`~~~C~~:,~~:A~.-w S<:~~i:c•;r:.= :'fc s t :~';c iii= 5+;~3~~ ~.1 %S~~ V Constcuctton DrawingS ..l•.,. ;~.;vs~l.~t~ ~or.~>_ :<.Uts tw:Sul:;..~a>;.~ ~.1. , ct::~: !:a;~,/•'t•;;¢>;f'n:S>fc%`•sti.:.%r. 1,.,/,;...,Y.~;►^,•~;f:C,..;:~. - ~ i • .~,a ~ ' > w.:=•:+~ i~hr'fr.'c,<%~ . et •t:g1 .n 7;1,< ..v . \~~:4:;:),.% i >2 2 i `;~`!~'~u.'~sns~ • v v~ri .~.fq^ : i;trk''; ::F:~,~;'•i).°c;x ~ '<ilf:: ~.:,•t ?::i:::ti'~~~<<,~2:;~~y~i;Y~~~~;,i~„a 0. • Elooc Plan £:•.:..:'~'..~.....~%%c~~f.~t:=::1 ~ ~•.,.i•r•^.' i.j~ ~ . . . v... ~ ;;5~: ~ 'i_•:iri >x. . . .~fS,~>i:....~i... y..• . :•'rr.~. . ::4::4 ~S•.: :it,~:T:A .\4. C►-C-D ` I I I I 1 i I I I llic nGovc ric,rrs lravc r,cci, . ~ r-cccr ti,cd: ~ iJatc vf~FF~Q$~Vi~R~RBLI2'O~~~S C~evie.v CoorJinllor. ~W ffiePy -!GIS SpOKANE COUNTY ENGINEER'S OFFCE OR,, PROJECT 4 SUBMITTAL RETURN TO COUNTY ENGINEtiH • . , , - . 1 , f 7 S P O K A N E C O U N T Y tl .b ' OFFICE OF TrIE COUNTY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director MEMORANDUM DATE: October 21, 1994 T0: Jim Miigar~ ~ ~ FROM: Paul L. SUBJECT: Nlalone Boat Sfbrage In reviewing the preliminary plat of the Euclid Industrial Park, right of way for a road is indicated to the north side of the Malone property. 1026 VN. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-347$ TDD: (509) 324-3166 NOTICE OF TRANSA/11TTAL ADDIZI~SS: 3~~E ST. [)t~oJilcr W- ~.~3 4 loq98 BUSINF-,SS NAML.: PnRCL.L NO.ILI7--GAL DCSCRIPT(ON: PRQPOSE-D USL: --&OA-T M EC+141J ICAL :~ADP E5 50 (O5` I a / . S I Oe. 6' CONTACT: ~ IS11-L PHONC: ~1 A- O 1~ E REASON roR TRANSMZTcAL PREAPPLICATION CONFERENCE PRECONS7RUCTION GONFERENCE OTHER: ~ DA'Z'E: TIME: . , D4CUMENTS CMCULATEiD ; AXSTRIBUTED TO: RECD DESCRIPTION BUILDINGS PLANNING ENGINCERS HEALTH SCAPCA FIRE D1ST a-i OTHE2: ISite Plan (new) (~reviseclA X- + i\l- I `rti,y~. . .:t•:~~ra•:' 1C~~ %ttir'-r<~:iaj;~i; ~y:~`C:~w~y~~~~`~~•S\ ' rCI1tlC11 MAtLrl1l$ X..1$t N a~~'S`:~~;<:~c\ie+~ ~c,~.fi%~;~',`~ .-...r~.`_ ~ ,t~ ~•N,,~; r;ti: ^r^~`? \.,^.>i7~S. ~ . .?:.>:.~...c~c:. i• ~`?`~~%?S~\~ ovJ ~)!c!c-,y:J;~ IParking Plan. ~v~•~ <%x^o;~Cii:~ h~sc'::.+•~•sSrv~ ~.6:a s., f K. ~,,~vY'fi ~ ~~'~J~i`r"'` ~y~~„'';h_.?::•i'.' =:i'i ~Y;.f> ^M.; ~.v? • ~~~t ,~'~~'~~~`•efa~~~~ • ' ~~:>.>v2>~y~,•Zr~.~r~Y cN>tc~.~t`~ Z~f'•>w~~a>:~r2 yt•;+s>s-av~a~w»»>:~(x~q~~ arL"F`~» ~v ~ayC~:..;ws~yst <;;J. .'.K:;~c`k% ~ ~ •r>.< ~ y~l•}s .'t;%6 ~•'G-,"a:~•. • 1L' SG~-::.3:•:.i.,~ ~~y~~c~~. ~.°e. 4~ ~o:c~ ISignage Plan II,,.<.~::~;~s~ ILigtiting Plan I ~ • y,:a~'.~Y~_~'""~:N .~o,;.t)`~.~""1J•` ~~~:~'Y-t::~~i ~::~:;~af~,'sy~ Z"f'.;~...•:.~%)'~.~, ~ :°~"T\ te^S\e; ~ L r• r: ~ . ~ >.:...~r.•.n~~.•~>S r"~`C. •y..:w~.: ~ +•-'•«s.r;: y~~.. ~ ~~.:~L~~~;~ZC.~ ~;f'~ ?jv . ~ h~t0 >.<Z,~...,•c;:;4;, :}a2v:;'::=i.^:S:.v.S:<::~.•?.::v.•{'-3Z' ~>S~'.'S:Ys'?.:~.~-{f3..:>i:•3R'•::5~... y„~7~;:;?.:• ~:ca=_ f :r'`-{4:µ:..,_~,~ ..:Y.~:<:'C~c~':;r.~'2 '~::j::: ~ :=~~,',.~v.` r.`: ~vti> ii~::<vt > ~ .:.~.<.;Yi•%.~ ~ c :f)2~i . :f: ~ . ~ .,.::.c. ~ c~~~~,c~-tr.":.:: j -::~ri•_..r~•x~v,- ~!:%•:..,.5:... :=:,r.~.. ? v...<.~ Drainnge PIan .•.a...,•.:y~;:,.•....~ •xt.;•_»::~.;:; . . ...r..._r;,.,.;;....;~; . ~;>~::',,~,~,Z.;c;;:~^;.:`:t'c%o!;,>,:c; ~ ~ 1./~ ~:..o:r~<..ar.r:•: _ca. x . : c~•: . . . ; ~ ;c `-.c;~_~~ :~::i~ir:c%:: :~$i;C::;~` •t~:; f{.y ~..-:••`~::%tl;;% 7 ~ k ;e~c•r:<%: ;=w ' 7rci%% %ei. ;c, ri r ~ ..:>i.~j"r"~~c: v: 4~f > . ~~•'~...?~io r. • : s:~ f..o-..v•.. .tS...:.. ?``sS:-,.. •o^t~: ~'~3. a~::,..., >p~. v•.. yc•• ~ ~ r.,',, n r ]Dcainage Cnlculations ~ w~a~-~.4~-~ >>~sa~~~ ~~<~-<:~;::>>:~:,:~~3;:s ~~6~~~>>x~: ~;~~~p~:~ :t•3::;~L::-~:~e~~::.v«:•: F:;~»a~i.<,?:r~~:CS;y? a.~,c<•:f,~<t~•yr >.%i':i`.t;%.r;.~:~: `;:~ft'?'r2:~::::~•° :;`;;>:~YS;cc ~ -~'~Z,~r ~r~.y, ~.,.•}iFy~f%»? Agreemuit to PaY I'CC.S •r''' ~:r~+'~<•cw. ~~l;.:o. tN t.~c Rt•rro ry~4~# »?,.~%:;v.y+~;<.; ~ t.S`i_;::.,,.,;L.x,j.,.;~+r>~ r~s v~ d~:.'i \ ~.:.ti^..:F lf~:.~v. Z rk +::vi.-\.. 1:.: JivC.. . v.~ ~;~c~»•c.~~•;.••~ s~~~>:r.,~:a•!. . is.'::- } .iGy}~<y.~~ ~y}~, . i .,_hk:Ssb% ~Z~ ~.~~v~•~~ii~~;~~~~ Irrigation P[an ~ I I ~ ~k~•s-~~~ ~ r . 3: - i;::>,-, ;s < >~L ~..{}t^::{~~C~'S:JZ i'~,:i::i•,^•.;~~ ~ti~r>~:-:3;~:}7Tt~..>i...:f.f:J~:<y:,°~,~'jl<.c::b~~?;~~.~Q;~'.?~~J~kTt,.>',:.;C ~ Lanciscape Plan ~ ~ k ~ / \ ~~c~6o~.Si~t ~j,„ ~ ~3a~fj~~`~~G:•.;>~f no~i~ aQ~'n.rvtb?Rj¢:S;a?i>)ti~.~ ~ ~..q. , . . . . . . . i::\~aS.:, ~~~cr:YJ ~3 ~C>. .o,F;i• ~y;: ~:i 2.y~ ~-'+`+~~%:?`,';`i5, f~ . cvlb ~:t ~u~~✓,. • '1^*%`\`i'•';C~;, `L. ♦ , C ~ \ ~-.3: . 1 at% C P ronusso~/ I.C«C C : i.i.:;;<~ti'.-•.fi'(y, :iA` • F ~>•~~.J .~f . or. i ~r;~~: ~ ~~~..~A ~o:~o. . .L' i :c o• ~ S~c rc.~< ~ -J 2:7.~.sS)~~~i:~<2.}$..~i~~.J.Y.t?<• f:.4<v.i:.~~.<t:►:~r c~~...~~:~li~i~~..f'..r!fs?..~`'i.?:~<•~~~i.s~,,:?BDi:fL~~t~L:> J..r+1~+ { v::~i~~~ ~'VC~ ~~'J ~TCv~bv„~i,~Z~~%)?~~ ;~~\'y>L~ %a~g~=::fS:•::~ •~2't~}:•~~~ ;y~;~vtc-<; '),~2';2~H ~v~C : ~ij:?,>.~it~164 ~w. :e~•=.~: < v... : :.i• ~ A~ ~ 2 ii2.d. r . ` i. i`' 1 ~~,y ~ ~ riUs$'Ca1p~." Cost Estimate !~C;,.y.ae:.. o'a~c'~`t: ~ ~ f....a.,..>~ ;:bG::v:.'•ti,.~,:::;~y`,f'>- s vi•.3 f. >~0• Su, • :.tcn.,. cfv:.~.,. f:`c.~:~'v'.'hi:~•i ~C . .~~c.:1fi. ~,.c, : •..t>?:..~ .~?~?;L.sut . ~_..S~t~itd 3:~\..-......~~> I . .•.~.~...;,:r~,~;; i"rct:,~~;;:-i~'~ ~ i lc~r~tt~x~~~.:C`~~• ~ `i ra f fic Ci rc u 1 at i on P 11 n \ J~... j . . .•Y... . }:t _,,J.A..,_ . vv••,;;~' s. .t\ • ~^i `...C~o\~~br,fs r:~ ~eA_. :2±~ :~;a.:~;l~o E~^vj .y+;,C•;Sct;';i: < xLv ~ ♦ • ~ f~ Q~;:j:'''~Jf'•Nf"S~';:.;.. j'•'• ~ Construction Dra ;:c;~'•~;%i win~s ~~~.~cY:}y :t.;..• a;:>?~n :;;y_:::;;..<~f;~::•::""~r~J-~ ti.~.c?s`o>:?•.;•; :a:;i;✓,.»;,••.;... .._i.;i%..{~..;;:>'S>f;..>.•;y, X T t / . > > .c ;ri>^;~.`~2: <2<. , a..r`;n ~r ;>y..zf r•~ w ~ t .v♦ ~f. . 1~`.> .~f ~;,~w~~~-~J,.~`d>~~tP"f"60`;~ C' l~r L7l1 Il ~ X <e~:•;.i.`~;; \~.I y ;~«<f e. s,~s S < o v f~<.` '~.4y~i~r~,." •?Cc~;~ o~~ i i h • ~ t. . ? <.i..._. :i...;~;:•,:.~~::~:.: ~ ~ , : ~..t. ..~:::,t:.. r.•.. . ~ ...v. . .n~c ~►~~~c~t. sPc-~~J x, i _ U (c k) ~7-11V6 &JD(-kr I )C _ I I l7ic abovc irciirs 1~ave bccrr i•ccci v<:~1: D ~ . ;ttc Uf ~1~f:111S1111«fil:_" oP P.y ~ 833NIS~,~, ~r~n~3 W!OdS! . . ~ ; . . , ; ~_,s L 5661 L Z NVs ' C„(.t11:~1c.<< <,y: ~ sUbo" ! NOTICE OF TRAN►JMITTAL ~ ADDIZCSS: N , ~D►Cw 5T PRoJEc-r 1~ _&y 8 ~ BUSINF.~SS NAMC: PARCEL N0./LEGAL DF-SCI2[PTION: :j T M E~1gNICA~C. 5~ P 5`o nGoS. /~t~ PRO OSED USE: ~OA O G- CONTACT: ~ t3l tt, ItlAto PHONE: g0~3 -05~~ N REASON FOR TRANSMZTTAL PREAPPLICATION CONFF~tENCE PRECONS"1'RUCTION CONFERF.PiCE OTHER: x DATE: TrME: DOCUMENTS CIRCULATEY? ; DISTRIBUTED T0: REM DESCRIPTTON BUILDINCS PLANNING ENGINEERS HEALTH SCAPCA Ft3tE D1ST a- OTEiER: ~ xISite Plan (new) revi~~Jdl k I I x ~ I Yl., ' _wti.NVCv;;~~.•,.:•:a,,~,•y?., y,.`,~ ,~•tir..j•;,.•tyr;~; Q ~...`~<~\~o-;~. ;o~,a~h..~ y ICritical Materials List ~ X ~*^>,o?~~~.c.;.ayt;~.,~~~~~'s~;k`h`,`•~~ ~ ~:~~?'~.~a:%:~:,s::rc^x~ ~ ~.~:r.••~c••--3..):c~.~?~"r.c~: : a ~X` ~µ~A .tt s•..~..> 2:9~5 b:` 'u.' ~ 2• t~' JTfi'~ IParking Plan lvr•~: <ww~;a aa•%,i ' d~ m ~t~ ~ ~✓`.,~.~k~~:~~~~~` ~~:~c <2~S•,y-r'• ? • f 'v~f~~G::•.r~~r,$."., `~'?~t~(y ~i~~.,`~ J~ \`~i.-~ 47r ~q. ,A o , iSignage Plan ~~c.'~~zZ`o-~a.:~ f~•'.'~~? Yl ~ bSy'1w~ ~n 'a Q 9K?~.tiw • ~ • -~y ~~a'~ ~:s':v. a.~,'~,~,~`~• ~ ~ Y~ iLlghting PIaI1 ~~$i.V~:v.,.•_~i`.~C~Z•.`~>..h~i<~~~9!t:i~hh:~itr• ~~'~'~~Y:,~Y ::;r::: •2 t, a%~i.C,<: t,":::~~ ..f...._... `+i ~ tii.~•:t'S, i F,.`.'T,~;~~~.'~',c",.S,.:k:~. .~i.•.~ _tti.~2.~ i :~,`,,~a 'l~ ~«l~,<b.~.,~4.~ ti lDrainage Plan ~ ~ 1 ~£~xrr....9i,.~?;~~>:.~~l::..sn'~•!:+r:!$::t-..ti.r..~r~'.+:!t =.~o:<>.^r.w....... :r~t~tr.c!..^o: %~w~......: ;....?r+. • • _ + \`CA1?' i . M`r` 't-:S! )i7t?:V~+.'' >:4'SfY.~:~Ct ,cu ri%~ 6 :i+ie iu "-•~ec. -~ij Ci • ~.~+••.-a E .,.L.. ,,~t~. lDcainage Calculations <ti"~Sv^zy~`s,~~~li,,..~.'^.v~x',.<::#~ i.~;,<~'`<.y,'~~t. ~ ~.`~i~''°c,~,~.°,. ~'~.~>'-•r`~`'.'.C f"~'' ~ ,,,i g o~~ 4>~r:?!o>53o3i~2:b`..'~i~t1r~ st%~d?i5.~~:`c.~,o~ ~T~~~o~`>.•,~is'.~,!v.~.t?2`•';'.t}r~~t~t~%lisi:Y~i:~:i•~Fi`%S :a'f~''%6h~'~al?~A~?~s~'~~, ~Z~:t~'`2Jo • y',',~p~~ IAb J ~~ct..aa~^'ca`~'~ ~iZ ~ x"Y :'~iyf'4L`{,u,.~~a_ a6;.:; l.b~~Y~ ,u preement to Pa~/ ~~i$ ~t'Sai~.• & :~e>':~~"^Yi?.? J•~. , .a ti'CC~~ . ..~,•~u:to:t;`~=`rxF: ,»S3S+k..+rd.d:.:v.~S'fi3.'.d~+22e.~e7l<,~~fSaw ~ ~ s~~pc<a! n~~ct ~wHxro: { «~.~r;2! .4c~~o :a~%i~::•::~c4:iai ~~l»d~' ~ 2. 3;~'... r~~; ,r~~ s;- • ~h ` f{~:~~•:,+w.) • o.;. ' ~ < i ~ , ~v'~~S .2~<~.... j lIrri ation Plan ~I swo,r:b5.~.;•;ivc~~ ~ ~ 3~"~. ~i I [:'`c~;%~~~~:'~iot" ~r;S~F;c;.;~2:i o:%~~y~!~fiti?•~,;fuf+°,ft~s~ =°p' aYS<f^Y.`~4• :h~~ <#,~h LandscaC`' ~p P I a n ~ ~ I~.iS~dc__~.``.^/.;"~L'.7~:r>'•:~~~::'~~.,~a ~^~€}~5:~''?`~L;rl,...~ti~~~.~y,"/itt.~R>1.,~.a.,<`•>},,;>{F), y... : ;s~~,~C,,~">;. T ~ .zfti'~Y''•';4...;f.`~;,: 11111 ~3Q.~C~t1U0,11 1'romisso LG«Cr , . ci f ? Yt S,t ,Lv~✓ Z~ • 2 < t~ ' '.,~>.~`~~..~..ti Lt.~~ jrY ~:a a Y ~ c y~ ~4 ~ •Srr?;3viY ~.,,y y,•••o-' > ' uv' ( 64 V ~"''~~e„~:..'aa :`^~0..~`~ ?~~j j~ v,' ~r+~arr~:4 i:,ys"••.=?r•r-~'~..~~~j~~~~ 3,°~c,; ~d£'~ di Landscape Cost Estimatel ti.,Z.~~• ~.~o . ?~i~ = ~ y yi,~. ' ~653~??• ' .*i?n~`v~'?4J:-•..c.i•1:!t•~fC2~ . . ~.9~c~ ~eY< :s~.~`.?.\•'!ta+Y~~ ~ aAS.~t.`tc.L'~:.:2~`.~~ ~'`?.~.t~'~~ F ' ' .3xd~f~6G ` v y ~3 I\ I 4c~ +;r,l..~ ..,•.:t::~`fi'''t''' ` '.~r f~ S ~ iTraffic Circulation Plan s~:.r..~a.~tt:~~ i:%~:~t•,`.S~Si.~':t; :~a<~;~~.;~;..;,~y,~„~5..;~,v.~y;,~ :-Ca.ti•~i:+,2\j`~'att; ~S ~:tC' %i~S~~"7>;' •°a~+o~~:2~i~S~: '.3'~M~~%~?'d:a~~`X~Y"'t`'i';',c,~ ~.v>;,i; ~i;%;tif.ct.ytt✓' ~ JoZ+i~,{d~'ei,i. Constcvction D cawin pS I i/~~~~"~~%k~ ~ ~ 6 1 ~j::<,~,o:t.~,...q>~,ti.;3;~:a.~>~`:~:c~.~~~~<..»>:a\'} .~2#t~itY^t~~~P~~~~~'~'i~~~~•~„_•o•~,.°},`,4°,,'~`~; :..:5:?3 :::y:;.x2r. • :?~i~` c, ~a:'v:?.^`~.<•; _ ~>.tN: y Avs~`~ \ar~~.,i~:{s~;.r~ wt ~ • v o C?. ~s~'~2 +Ftoor Plan ~ . , I.:~,:;~r...r:.t>C;.ws:>:~~~`.-:.:.~~~~~~~:~}~' : >:v;:~~~~~~ ' , "xEK`n:,a:~<:ti..~ I K~~~ ~X R04 I I I It A I • ~ ~ ~ I PRO,~~EGT # I t • :(}re above itcros hnve bce►i . r-ccer►~C& RE'-URN T J COUNTY EN_ INEER ~ n • ~ ~ ~ ~ ~ ~ ~ ~ Date of Transmit(ai: (Zcview Coorc1inator. •-riz • ~ ~ ~ G _ ~ , j , OCT 1 4 1994 ~a ~ Ci rc<<imccl I,y. _ j ~~UWa1~~ 0MR1,TY EN9I14EER ~ ~ r . ~ V . , ~ : . . . . : • . ~ . . . - ~ ~ - - , . - ~ ~ PRE-CONSTI2UCT~ON~.;~~ ~ - . . ~ - - - . . TIME: , :c~ ~ - ~ ~ . . , - - . • - . _ . . . . . ' ..l.t ' : ' • - F: • " :}Y~? • :y::.': ~ ' ' . . ~ 111'~•••~:,::~{:~1>':-=".}'•:•~~•-.:':i.v..;;' . ~C;~7LT)IG~:~,~-::~'~~ ENGINEERS HE . . . . . . . ❑ SCAP A C 'EIRE S ~~D:XS . . . . . . : ~ . . . - :r.:. . rf.. ~ . ❑ . . : . . . . . - : . : ~ . ~ . - ' . , = r:~!:.: . . . • • . . . . . . - r?`''' ADDRES S : P H ON E : qgR-~~ O'~JNE : ~ ~ - ~''1-O°)f ~ A.DDRES S : "-AJ l4Oc)t~ (c)C~( BUSINESS NAME: )5^) . , CONTACT: PHONE: 9gk-05~ ADDRES S : 3;~' I LEGAL DESCRIPTION: a r7-UC,L-,'A, 5~jbu-91-12-44-- DETAILED PROJECT DESCRrPTI4N: Aloo/-&X/ 0aQ,i p ~~114Zc~R17 RA 0 wr m I .:.:.~.:..:.:rr::...::r:: .:::.:.:.::.::rrr:. _ . . . . . . _ _ _ f • . : • •ti•::: :•:tirc::-::::: :~•r:•- s..... ; ~ ~ . : i . . • - • _ . ~:::t.'t%'' ~:~~:•::••.•.>::'t~::.`•; ..r............. r..~......................,.;..... t:;"tt~.:::t~:::?~•:'t;::::~~C~:~:`:;;:;:'; ~.:/•~r:.. ~ . ;r . : ~ i: _ :+v.: _ . . i: t. ~ ~ • . ~?r. • ~ ::...............r . .~r. . _ ~r . . ,..4... _ . v. • - : ~ . : - ~•~....::.~C• r::? ..:;.....:..r.~. . .........f. . . . . .a..........;:. . . . •~t::`::-• f:;•>: :~~::e%~ ''w:• ~ f.-•--................. .._•-.1..:.:...f---...~. ..:...:.:::~.v . ...r.. =:=~nr.... ~~r..::~:.=::::::v:~t-::•:r:::•:: ................~............s.. ..fr......rr.:,.;/... .:.f~....:::::: . .~:::::~::~::5::•:.. . . . . . . . . • •:r::. :•,Y.•:: , . . . . . ~ - : •.~x.. ...,r . . . : : : ~ ~r : r ` . ~.::rrr::: 'ti:•: r:ti? • ~ . • • . . . . . .......~,-.,-..ti ;?4:• v::-' • ' . r.:~'-ii}r:•}v'r'vy . . . . r. r. v•: • •"'r::r?• . .....r . . • i:::•:: ':rry}}JT~ •~'j:•y• ....v . . . . . r.:.:.. ~ f . . ~ . n•.. . r v: . . : : v.::.....~ ' - '.r . . . . , . . . . . . . . . : . • . 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I . . . . . . . . .I j iEuuiilEql-- COMPLUTED _g ~ - - - .r. - . . . ..i:y'.~'..'..:~'}::.~..:~ .i::. . . .i:.ii . ...i• . ~ •.1•. . l~ . . . ~ •I .r. :r: . f1. U~ L- . . . . . . . . . . . . . . N1~ h~ N~i.. . . ~l . . . I. , .}'r .'.J ' . . . . . . Mr,~+w~•/+i~~ .r~rr~r~ uru~~~~r~~ ~s~a~ -AGnEEfJ1ENTIO-PAY ~r-Es nIGI-1T aF WAY UEf'nll't MCtJT UECU X X CASEMCN'I'S . II%W . . RlU x x ~ . LEG11L DCSCnIP'rION CI-IECIC . ~LE1JEn FnoM scnncn CiCCIPhOCnL USE nUfiLLMEN f . . ..r.~.. . . . ~ . . . . ~ : : . . . . : : . . ~~~:.~'i..i:~.'~'::: • . ~ : : ~ : .1 . ~ . : : : : . ~ ~ . ~ : i . . . • ' . ' . ~ y : r . . ::.i' . '.t:'•i•::~•'.'~r~.i.:'r...: ~ ~~.~~~...~i'~::~i':'••'.':.::i: ~ ~ •:i~: i.~...:.:: . . . . • . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - L. N011TiTAR-ROw scnLF~ x x f3ENCl-iM11nIC x nOnU tV%1MES 1111111 UIMENSIONS PFiOPERl-Y LINES SET--ASIUE x GRAUES y, . STAM P PAVING I'RAFF{C CIr;CUI..nTlON PLAN APPnonci-i nEnivii r _ . . . . . . ~ . . . . . _ . . . . . . . . : . . . . . . , . _ . . . . . . ~ . . . . . . . : . ....r::::. r.....-.:.. ~ . :>C~ A 1~t~ E::;:::.::: . . - 209'CALCULATiOFJs ~ x swnLc~cnoss=SEc-i 1014 St'ECInL SOlL 1-ES i S FiOOF COPlS~i~fil.1C~1~lU~J x ~ i-ivAc oN~noor- LANUSCAPE Pt11N_(208 CUNFLIC-1) ~C X vI1-C1-1~ CAL.ULATfONS , . E3/1CKWATER C%1LCUL1\TIONS nETEN'TION/UETENT ION CALCS 10/50% 100 YEAR STOf1M T R - 55 ni~in~YSis . . . ~ . . . . . . . . . . :r;:.:. . . . . : . . . . . . . . . . i. : . . . . : . . . . . . _ . ...::.r~.~ .5. . . . . _ - ~ ~ _ ~ . _ : . . . l: WA6E-SIIEET-jEx1sT~liJG~noADj _ ~ . STAMP 01N~J EnS~ SIGNI~~i~UfiE Fi0%1U U~1~11NI~GE~SV11nLES, S I~t~UCI UCiLS, ~ ~;R% vnLuE T€sTs . N~w~nonu ~ESiUN E30N U - - MYLAfi COU~J 1~Y S~I~%1Mt' - ' ~ - ~ i ~ RECEIVED , - /StQO/~' ~ ~ y C O Ll N -I- Y OCT 1 y 1VV i , . ~ . ~~~E ~~~OO ~FICE (7F TI fE COUNTY CNCINEfR • A DIVISIQN OF'fUG I'UDI.IC WORKS I7E1'AR17~fENT . ~~'r~ c.Tt Ic~rmann, I'_L"•., County Ciigineer Dennis M. Scntt, i'.C., Director AGRECMENT 1'U PAY FErS ENCINECR'S ACREENiENT NUMBCR ~ qzz / -I ~ ~ Tliis agreement Uetween Srokarie Cotin(y and 4,'LLiAA1 v✓1ALt'XX + CoooA)%e- L. Wl.ptaW ar personJ wliose interest in tlie rrnject is 0W/Vo2 ' (i.e. owner, agcnt, etc. ) , is entered into this day of 0C_ l , 19 9`7 . Tliis agreement is arplicable to (lie project known as: , fo ~ b2r4 F~JFn~ s7- ~roJec r4a re s rTtl enan i e n mUer Tliat the inclivicluals ancl rarties namecl herein as having ari interest in thC ilt)OVe cfescribecl property or rroject agrce to the followiiib: 1. Reimburse Spokane County for rroject revlew ancl insrectton fees as srecifiecl in ~ Chapter 9.14 of (lie Srokane County Cocle. Ilie fees will b, basecf o» aclual satary cos(s incurrecl hy Srokane Cout)ty for rroject reviews ancl / or inspections plus a ten rercent aclministrative cliarge, ancl will he billecl nioiithly as accruecJ. Any final billing amounts, to inclucfe any late fees or ariy otltcr cxpcnscs inctirrecl iri (lie " collection of an overclue acr,ount must be raicf prior to (lie County's accertance of the rroject for filiiig. 2. The unclersignecl agrees that these fees are cfue ancl rayahle uron reeeirt af the billing as specifiecl above. 3. Any invoiees not raicl witliin 30 cfays oF the invoice cJate will be subjecteci ta a late fee cliarge of l°lo rer montlt (12% rer year) on the uiiraicl halance of the account ancl any aeeruecf late fee ehlrges. In aclclition, if any outstancling Ualanee on (lie account For Iliis rroject is not raicl witliin 30 clays of tlte invoice ciale, tio ftirtller reviews of the project clocuinents will be conductect until (lie entire accolint balance is ratcf. Any balaitce ott (lie accaunt for tliis project not raicl witliin 65 clays of (lie invoice clate may result in legal actinn or the initatiori of other collectioii rrucecJures, inc:lucfing refc:rral to a coltec:tion agency. 11ie Sronsor will be liable fur any attcf all exrenses incurrecl by (lie Cotiiity Cor the collection of overclue accounts. 4. The tnontlily billing sliotilcl be sent to (lie attention of: . • tvAME: 01'LLJ'A,,A Y1414LLWE ADDRCSS: L I'). S- Cz,. ZAi"A3ADC6 CITY, STA"I'E: S PWi AA) ^ EJA ZIP CODE: P110NC ~C701-~- I uiicferstancf that failurc to pay thesc fees may result in clclay in completion or arproval oF the projcct or other rossible sanctions. ❑ 1f this fee aSrcement is coinrletccl by someone other than (lie Sporisor (i.e., tlie project owrier or a rrincipal in the finTi sronsoring (lie rrojec;t), sucli as lhe Engitieer cfesigning tlic rrojcct, tlien written au(horizatioii from thc Sponsor sl)ecifically nulhorizing (lie Asetit to execute tliis Fee Agreeiiieiit is attachecl io tliis Fee Agreement. S I G N AI'U R F I3 y: _ . ~ . , ~ a lo 0 ~ (I'RIN`r' NAME) , RETU1tN YELI,OW CnI'Y TO SP'C)KANC COUN't'Y ENCtNCC:RS k\'PV\agrcemcn.[ce 8120/93 t RrPUR'C OF 8/8/94 YRL'•-CONS'1'RUC'l'ION CONFL'•KI;NCE 3623 N. Ldcn - Lrickson Aulamativc, !tV 8t 13oat Storagc I NAML+ I Al)U12I3SS ~ CITY I STAT'I3 I %IP ~ PIIONL~ ICONTnGT OWNCR I William & Connie Malouc 11125 S. Robinliood I Spoknue I WA , 99206 I 928-0520 X CONTf2AC1'OR I 7'cd E3urton. Cook's Inc 2455 W. l-lwy 53 I Post Falls I ID ~ I(208) 773-2564 ARCI-IITECT I Eric Gcklenberg, Scwell I ~ I I STAT'E CNVIRONMCN`t'nL POLICY ACT (SCPA) The proposal was reviewed by the Division of Buildings for compliance with thc State Environniental Policy Act. A threshold determination is not required based on WAC 197-11-800(1)(C). PROJCCTOVCRVIEW Boat, RV, auto mechanic shop & storage facility. The shop will be for winterizing & de-winterizing boats & RVs. 7"he mobile home office won't be installcd in this phase. 'I'hcre will be a G ft. security fence. No painting in the shop. No floor drains are planned. 'nree employees maximum. Engine rebuildiiigwill be located in a separate room and is projectcd [or future use. SUMMARY Or PROPOSED Occu - I.ANU USE PnNC CONST FIRL+ PARC' . ZONL AC170NS TYI''B 13UI7.nING USP Spl'T. GROUP 7YPB P[AW VNATIR TURVEYOR / PiIONE 35065.1201 I I-3 I ZE-36-89C. I New I Starage 9.000 ~ H-1. B-2 I VN I 2,500 Consolidntod I►riprirn Dis4 N19 924-3655 I I PL-1575-89 I I MochanicShop 4.560 I Submit Icuer I I DISCUSS[ON 1'OYICS (clariticaUons. additions, and oorracdons to wripon oomrtwntc) YLANNING DEPARTMCNT (456-2205) CONTACT: JIM MILLGARD • Written commentswere prepared & a copy given to the applicant. • 50 ft. setback is required from north & west property lines abutting a mining zone. CNGINCCRING & ROADS (456-3600) CON'CAC'I': 130D 'CUItNrR 'Written comments were prepared & a copy given to the applicant. ' The Engineer's office must clarify plat conditions for connection to [3arker & F'lora from Eden St. IIrALTIt DISTRICT (324-1560) CONTACT: DARYL WAY ` The septic system must be sized to accommodate future uses • Connect to Consolidated Irrigation water. • Barricade drainfield from trafCc flow. ` Processed wastc water is under jurisdiction of Dept. of Ecology. • All construction debris is to be disNosed of at a licensed disposal site. No on-site burning or burial is authorized. • The septic system may be put in the SO ft. setback. TIRE llISTRICT NO. 1(928-2462) CONTACT: E R[C OLSON `'Itivo hydrants arc requircd. Contact fire district for placement. • Locate Knox box on each building & provide Cre access through fence. DIVISION OT BUILDINGS (456-3675) CONTAC'T: TOM I'OSTI.L'WAIT R Written comments were prepared & a copy givcn to the applicant. ` i'or information on the Americans with Disabilities Act, call 1-800-435-7232. ' Submit a Ictter stating uses within buildings to determine occupancy. " The south wall of the storage building may require a 1- hr wall with a 30-inch parapet if future cxpansion is contemplated. ' Include in plans whether storage building will be heated or not. , • Submit footings & footing depths for shop. ' Paving is required inside the storage building. Submit alternative plans for consideration. SEE REVERSE FOA PERMlT RELEASE REOUIREMENTS t ~ 1'rRMI'[' RELLASE RrQUIR1?ME:N'1S Please submit scvcn (7) scls vf retinsc:d site, drainage, and landscape plans plus lhrc.'c (3) compJc'!e sets vf cvnstruction drawings tv !he Deparlment vf I3uilciings !or acknvwlcigc:ment and dislributivn to all !heapprvpriate agencies. In vrdcr for all agencies to etpecfitivuslyprcxess yvur prvject, it is impvrtant that submitlals rnc;lude all neee:ssary drawings and documents to insure tha t review vf your prvject is cvmpleled in the lea.st amount of time. Documenls should include: building acidress and legal cicsc;riplion ofprvJerly. Spokane County's Project Review Coordinator will be Jeff Forry at the Div. of Buildings (456-3675). ~ I'LANNING I ENG[NEER~ WEAt.TH I nRE IQUII_DINGS . . . . . . . . r: - r:.,. - :n•:ti:::>: . . . . ti { . ~ . • : : ti. j.:'r'}:::"::::::::::. . s ~ ...1.•:::: . . . . . r vti.........:•:::::...~ .:................v:.,r.~:x•r...... .r . r. . . . r ::::.}'•:::r:iyv: • ' .:Y. . . ti< . . . . [ . •.:':'..'.~.~.r.......:i . . ~~~r~...:~•: . . Y7::ti:: . . ' 1.C . . . :::.~:::.1.~ ••i~~i.i::~:•.:':::.: . . . . . . . . Y . .ti .......1.....~ ~.Y....::.~.:~::..r.........rr . . . . ....~}:.S • {V~ • . . w. . X . . . .......~..hti~.. : • . ..L..}::J: :f:.:....... ~ . . _ . .~j .(7 . . . . ...•l..•....•.............._...... ' . ~ ...ff~..j .~~.~':.'.:'J:...~ . .......r . . y ..r... •~~t'~L~lf~i~ • . . ~t'iC~~........ ~ . ~ ,..R':•:•.T.~~. ..V~. ............L . • v::: 11 [13uilding hcight in stories & fect I X 2 ~ Curbing around landscaping ~ X 3 ~ Cxtcrior lighting/dircction of illumination X 41 1 Lxtcrior storage areas ~ X 51 1 T'cncc location, hcight, & type ~ X 61 LZnctscaping of parking lot ~ X 71 15 fcct "I'ype I I I landscapinfi along Eden ~ X 81 ( L-indscaping (location, species, size) ~ X 91 1[3arking & trafCc circulation plan ( X 101 1 Parking suills (numbcr, striping, dimension, directional arrows) ~ X 11 I I Paving ~ X I I ~ 121 Sctbacl:s I X I 131 Signage (location, height, & square footage) ~ X 141 1 Tra(Gc control devices ~ X 151 1 Drainage plan (swales, drywells, calculations) ~ X X ~ 161 sp~ on & size ~ ~ ~eld loc~ti ~ c tic l~~drainf' . ..:.:..:..:..:.::::::::::r.~.:::::~::::.::.:...:::.:::.::•r:.:•.~t . . . . . . . , , . . , . . . , r.......,..... • • - . . ...ti r..V..f......... r. . . . . . . . . . . . . . : ~ ,•h•.:ti . y:: i:::::~i i s: ~ . . . . . !~y-~y~ .~y : : • : 1 : r:::::., ~ . r~•>:::::;:;'..,. : . ~1 .~y yy y.~ . . . . . . . f:..:~.:..................xt........... . . . ...r. - . . . . . . . . . . • : . . ~ . • . . • r:..: . . . . . , . ...............ti . . . . ' . . . ,f . . ♦ . . `~5 . . ................V. . .•ti........ ~ ~ A ~ Y . ...............11 . . .....y::_y.... ,C. . . . . . . . . . . . . . . . ::v~b?~~ . . . • l~" MlAA~~•:a.i.V.1Wi~1.a.~~."~"".." ::::::::::::.ti..~?:::v"""' ..1 :'r• . ..J.*~.~~r.~ • . . . 171, • 1 Irrigation system plans I X 181 1 Nursery estimate X 191 1 I'romissory tetter for landscape requirements ~ X 201 1 Agrcement to pay fces & minimum requirements list X 211 1 Approach pecmit for access to Eden ~ X 221 1 Nonresidential Energy Code form X 211 1 Critical Materials list X X 241 1 On-site sewage disposal system permit X 25 I ~ Sampling A X greement 261 1 Lock (Knox) box entry system form X ~ ~ ~ S cc. ~al Inspcction forms X 271 1 ~ . . . . .y~ rrr.,.r~.... . l 'i::.:. . . . r.,..................s : . . . ..........t......... . vr........... ....r., . ..v .C: ~f~:?~::::~:<~: rti•s::;..:;<:,: ~ ...t . . . y ..'...M1ft~ . . ~ . . . , J : ~ ~ ..K~}:C: N...... . . • f: :.Yl k ~:Ltit V: J::::: ♦ . . . . . . . : : : : { :t{:: • . . . . . . . . . . . ~ . . . . . ~ ~ ~i • ~ • ' • . ....:.Y: ~~•~'~•Y'~}{~i.•f ~ : ~ • • ~ • • 'ti • . . . . 1 . . ~ . . . } . . . s . . . • . . . . r...... ~ • ~ ! l:... ifli •~V: i::::: ':.:•::.1:.''.Y:...::. ~ i~i ~ ~ i.•i:•::' - . . . 3 . . . : : . . . . . _ ~ . . ........r.................... _ . r........~""_ _ _ _ _ _ _ •.i.}v vh~S'.}-.~.54::. . • ~ ~ .,1~...: • ' C'~Y ~'.:~'~~i.~..t~.~ ~f~~yl . . 281 1 I3arrier-Free Requirements (WAC 51-20) X 291 1 Elcctrical details X 301 ~ Encrgy dcutiLs/calculations & heat loss X 311 I-icating, ventilation & air conditioning drawings X .321 Lighting budgets X 331 1 Plumbing dewils X 341, 1 Scparation wall details X ;iS 1 ~ Structural drawings with wet stamps & calculations X S' " t oordinato Page 1 OFFICE OF THE COUNTY ENGINEER f oo~ 's ,1,••~ S POKANE COLJNTY, WAS BINGTON Project: Malone Boat Storage and Auto Repair Date: 8 Aug 94 Address: 3623 N. Eden Ref No. B94126 Parcel No: 06554-1201 Review Pre-App The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) For any new hard surface area, for an asphaltic roof, or a roof containing HVAC machinery, a dr 'naae plan for the si}e shall be prepared in compliance with 8-pokane County "Guidelines for Stormwater Management". At ~ a minimum the plan must contain: l. Drainage calculations for stormwater volumes generated on site. 2. Calcu-lations for total impervious surfaces contained within the site. 3. Finished grade elevations for structures to be constructed on site. 4. Finished grade elevations at the top and bottom of the 208 swale. 5. A typical cross section of the 208 swale. 6. Calculations to justify the number and type of ~ drywells proposed. 7. Elevation of drywell inlets where applicable. ` 8. Copy of the proposed landscape plan. B) The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following land use action: ~ Zone Change ZE-36-89C LFinal Plat PE-1575-89 ~ C) The following improvements within adjacent Right of Way are required prior to the release of a building permit: 1. Improve 208 and Ditch areas to condition of Plat. , 2. Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. Eden Street D) Insufficient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: 1. Site Plan. Page 2 2. Drainage plan as specified. 3. Other information: P`~ a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by Nvehicles. It is illegal to back out onto the Right of Way. b. Conditions of PE-1575-89 require certain roadway connections to be made. The timing of these connections is not clear at this time. Additional meetings with County Administrative staff will be required before the permit can be released. E) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) The owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. The applicant or his representative has been given a minimum requirements list. This list is not inclusive of all the requirements needed but should be used as a minimum guideline. Without the "minimum" requirements the Engineers Department may not be able to perform a complete review of the project and could result in prolonging the period before permit issuance. Only after all the information and requirements listed above are supplied or completed and the necessary review has been accomplished will your building permit be released. Your contact person at the County Engineering Department is Robert Turner, 456-3600. PROJECT NUMBER= 9400648( APPLICATION D(07/14/94 PAGE= 01 THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 3623 N EDEN ST PARCEL#= 55065.1201 - ADDRESS= SPOKANE WA 99206 DF I Sm--" PERMIT USE= BOAT STORAGE BUILDING Xa~,54 -ve PLAT#= 005185 PLAT NAME= EUCLID INDUSTRIAL PARK REPLAT BLOCK= 2 LOT= 102 ZONE= I-3 DIST#= G AREA= F/A= A WIDTH= DEPTH= R/W= 60 # OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = PRIVATE WELLS OWNER= MALONE, BILL PHONE= 509 928 0520 STREET= 1125 S ROBINHOOD AVE ADDRESS= SPOKANE WA 99206 CONTACT NAME= BILL MALONE PHONE NUMBER= 509 928 0520 BUILDING SETBACKS: FRONT= 80 LEFT= 75 RIGHT= 126 REAR= UNK H-4, Y-N 216o so. (2~"1" 21Ca ~3oo do s&r-r Ne .A1C1'olhA'rtc sRRNl~16R. s~ 1'~'1 Pb~Z 4 8c sr c7lonv 3~oZ ~-F) 2, oniE*t*-Fo*N~2 occ. REV~~AINFOORMATI~N4 N~B~! Pl~JQ uBc T~LE 5-3 * ~ * * DEPARTMENT REVIEW REQUIREMENT BUILDING REVIEW COORDINATOR - J FORRY COMMENTS: BUILDING PLAN REVIEW REQUIRED 5PAr 9w4to<ki. XraWc-y -(ZoAVr9=44 lNC. P•IO cANoPY 'rNis PldAS&„ goAT 5'f6RRC,F_ 8tAG UN )4Eiiteb COMMENTS : Sl~tlQ pQ,AW1HE,s -ro_kg SwilMfTMD 7o DEt'j' 6 jCBkiLDhJ6S ?gDg! Yo /NS-rA1LA'Tralll KoR R,E1~W) faiL-ce Fvuow~N : T~.us►s~s Si~rc.l I~L l NSP~~~~ - 5-r~,~• ~o L-tS~ (,v~LDINCj - PS I ~Pll lT~ ►~woR~ 1 BUILDING ENERGY PLAN REVIEW REQUIRED COMMENTS: SEPA REVIE ENVIRONMENTAL REVIEW REQUIRED COMMENTS: CMA REVIEW CRITICAL MATERIALS (ALL COMM) COMMENTS: . ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE COMMENTS: ENGINEER SITE DRAINAGE TO BE REVIEWED O J~z -S~ 7?1?.Q /~-e~V C' _S c! ~ ES ??72.a -~'a S~-'Z~ d..J T~s~ 77; 3~rco l ~s ,r= ' • ~ I \ PROJECT NUMBER= 94006488 APPLICATION DATE= 07/14/94 PAGE= 02 COMMENTS: HEALTHDIST NEW OR ADDITIONAL WASTE WATER COMMENTS:' PLANNING SITE PLAN REVIEW REQUIRED .S ~ . COMMENTS: ► SCAPCA EMISSIONS TO THE AIR COMMENTS: FIRE DISTR HYDRANTS REQUIRED . • , , . , , . , • . . . . . • ' . ; - . :g,.~vJ COMMENTS: BUILDING PERMIT CONTRACTOR= UNKNOWN PHONE= STREET= UNKNOWN ADDRESS= UNKNOWN WA UNKNOWN NEW= X REMODEL= ADDITION= CHANGE OF USE= _ DWELL iJNITS=, OCCUP. LD= BLDG HGT=.e STORIES= . e _ 3 , . . . BLDG W X D._ 60 X. 150 SQ FT= 9000 . SPRINKLER= N REQ PARKING= '#HANDICAP= CRITICAL MAT= N • - . _ . . DESCRIPTION GROUP TYPE SQFT VALUATION WAREHOUSE B-2 VN 9000 173430.00 - ITEM DESCRIPTION QUANTITY FEE AMOUNT PLNG-INDUST ZONE USE; 123 Y 310.00 PLNG-COMM SQFT-5-10K; 128 Y 105.00 COMMERCIAL VALUATION Y • 898.50 PLAN REVIEW FEE Y 584.03 ENVIRONMENTAL REVIEW Y; 75.00 STATE SURCHARGE Y 4.50 j ENGINEERS REVIEW Y 50.00 COMMERCIAL SURCHARGE Y 266.86 PAYMENT SUMMARY**************************** . PAYMENT DATE RECEIPT# PAYMENT AMOUNT 07/14/94 00007930 1124.03 TOTAL DUE= ' ' `116 9 :'8 6 TOTAL PAID= ' 1124.03 . - . , # y ; , - 9 > , ~ • 1 ; REVIEW COMMENTS ~ SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B94126 REVIEWER: Doug Busko PROJECT NAME: Malone Storage & Repair DATE: 1 Feb 95 ADDRESS: N. 3623 Eden REVIEW 3 CONBKENTS ~The asphalt elevations in the norhtwest corner of the project do not provide for a minimum lo grade. V/it appears that the northwest swale lies partially over the drainfield. A minimum separation of 10' is required. ~ Drywell rim elevations need to be shown for each drywell. /A minimum of 2" of freeboard must be shown on the east swale. As shown, the drywell rim and the inlet are at the same elevation. ~ The swale detail which was on previous plans should be put back on the current plans. Revise drywell and swale details to reflect Spokane County standards, specifically: /2:1 sides on swales shallower than 12", otherwise 3:1 sides. .i The subgrade inlet pipe to the drywell. ' Call out Type 4 frame ana grates for the drywells. As mentioned on the previous comment sheet, runof f f rom metal roof s must be accounted for in -me way. The runoff can either be piped directly to a dr well, r it can sheet flow across the asphalt to a swale. In th ter case, the drainage shall be considered "dirty" water, and the swale must be sized to treat this additional ,-r-u=n - A Regis ered Architect must stamp the grading and drainage plan. The County does not accept a Landscape Architect's stamp for this ' de s~g-n wo r k. RECEIVED 6POKANE,CO'JNTY 1 ~ 1 5 1995 jr BUILDING i r _ e ~Ml • t S P O K A N E U1-4 T Y _ OFFICE OF THE COUNTY ENGWEER ~ A DNISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., D'uector March 1, 1995 Malone Storage & Repair Bill Malone 928-0520 A review of the road, drainage, or site plan for the above-referenced building permit has been completed. Areas of concern to the Spokane County Engineering Department are indicated in red on the attached plan set and calculations marked "ORIGINAL". Please make the corrections and resubmit them to the Building Department in order that the review process may proceed. Highlight all changes to the resubmitted plans and include the comment mark-up copy with them. Please note that the plan set and calculations marked "ORIGINAL" are official public documents and must be returned with the revised plans and calculations. Review of the revised plans will not proceed until the '~ORIGINAL' set is retumed to the County. If you have any questions about this review, please contact us at 456-3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer a6;r_ Z:e4w~ Doug Busko, E.I.T.' Plans Review Engineer ~ 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 , i ~i. S P O K A N E C O U I,T T Y a OFFICE OF THE COUNTY ENGINEER • • A DIVISION OF Tf-iE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director March 1, 1995 Malone Storage & Repair Bill Malone 928-0520 A review of the road, drainage, or site plan for the above-referenced building permit has been completed. Areas of concern to the Spokane County Engineering Department are indicated in red on the attached plan set and calculations marked "ORIGINAL". Please make the corrections and resubmit them to the Building Department in order that the review process may proceed. Highlight all changes to the resubmitted plans and include the comment mark-up copy with them. Please note that the plan set and calculations marked "ORIGINAL" are official public documents and must be returned with the revised plans and calculations. Review of the revised plans will not proceed until the '"ORIGINAL" set is retumed to the County. If you have any questions about this review, please contact us at 456-3600. Thank you. Very truly y.ours, Ronald C. Hormann, P.E. , Spokane County Engineer , Doug Busko, E.I.T., Plans Review Engineer 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 : REVIEW COMMENTS ' SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B94126 REVIEWER: Doug Busko PROJECT NAME: Malone Storage & Repair DATE: 1 Feb 95 ADDRESS: N. 3623 Eden REVIEW 3 COMMENTS The asphalt elevations in the norhtwest corner of the project do not provide for a minimum 1% grade. It appears that the northwest swale lies partially over the drainfield. A minimum separation of 10' is required. Drywell rim elevations need to be shown for each drywell. A minimum of 2" of freeboard must be shown on the east swale. As shown, the drywell rim and the inlet are at the same elevation. The swale detail which was on previous plans should be put back on the current plans. Revise drywell and swale details to reflect Spokane County standards, specifically: 2:1 sides on swales shallower than 12", otherwise 3:1 sides. The subgrade inlet pipe.to the drywell. Call out Type 4 frame and grates for the drywells. As mentioned on the previous comment sheet, runoff from metal roofs must be accounted for in some way. The runoff can either be piped directly to a drywell, or it can sheet flow across the asphalt to a swale. In the latter case, the drainage shall be considered "dirty" water, 'and the swale must be sized to treat this additional . runoff. A Registered Architect mlist stamp the grading and drainage plan. The County does not accept a Landscape Architect's stamp for this design work. 1 ` . . . ~ : Zwk, Biter - ~ ArOit&tsPS. WILIIAM J. ZECK AIA ' RODNEY W. BUTIER AIA KENT D. CNADWEII AIA ~ February 23, 1995 - - . . . • - 'Ifie Itulseii Center Suitc 860 Mr. Tom Postlewait, Plans Examiner ,aSpokane County Dept. of Buildings `West 1026 Broadway Avenue _West 421 Spokane, Washington 99260-0500 Riverside - Spokane. RE: Boat Shop and Storage "TA 99201 3623 N. Eden Street ' Plan Check No. 94-6488 & 94-6498 - Dear Tom: - - 509 456 8236 The attached, revised Drawings (three sets included) have been modified to reflect the Fa~comments discussed over the telephone on February 6, 1995. I have been in contact witti 509-747 0570 the County Engineer, with responses to his comments included. No other comments have been received regarding this project. _ The following items have been attached: - • Three (3) sets of revised Drawings • Response letter to Building Dept. & Engineering comments • Engineering "mark-up" set for return to County Engineer . • Copy of Deed for project site to be forwarded to County Engineer, as requested Please review all responses, included in the attached documents, and contact me once the - Building Permit is available for pick-up. Thank You, _ . ~ William A. Froemke, AIA, NCARB ~ - - ZBA PN 9430 encl. . RECEIVED . SPOKANE COUNTY • FEB 2 4 1995 ~a • DiVISIO`NOF BU{LDlNC . h ♦ . r ' ~..}.'-L• , _ , ` • . i' c,L.. ~ . . ' ~ . . . ~ . . - • c. Review Comments - Boat Shop & Storage 3623 N. Eden Street ' - Plan Check Nos. 94-6488 & 94-6498 Page One - BLMDING DEPARTMENT CnM1VENTS (Via telephone conversation 2/6/95) . ~ Comment #1: !s there to be a canopy on the Eden Street side of the Mechanical Shop . building as indicated on earlier drawings? Response: No canopy is planned for either of the buildings. The referenced drawing - - indicating this element is outdated. Comment #2: We need a plan layout for the floor framing of the mezzarrine, including loading design. _ Response: The mezzanine floor framing plan is now included on Sheet A3.1. It has been designed for a 60 p.s.i. uniform load. Comment #3: We need Special lrupection forms. Response: The required Special Inspection forms have been completed and should have ' been delivered to your offce. Let me know if you have not received them. - Comment #4: The mezaanine is too large. It either needs to be reduced to be less than, or equal to, 113 of the area of the room into which it opens or it must be classified crs a second story with appropriate fire separation (H-4 to B-2). Response: The size of the mezzanine has been reduced to less than 1/3 of the area of the room into which it opens. The calculation for this has been included on Sheet G1.1, Section _ C- General Project Description, Item #8 - Mezzanine. Comment #5: Swing Door #3 into Office 102 for proper exiting. Response: This modification has been completed as indicated on Sheet A1.1. Comment #6: We need an ASTM or specification for the sealer to be used on the concrete at the secondary containment pit. Response: It is possible that 1 may have misinterpreted this comment. We know of no requirement for a specific sealer on the concrete. The waste oil that may spill on this slab will not penetrate through the concrete. However, we realize that the joints in this "pit" are - susceptible to migration of the liquid and must be protected. We have called for chemical- resistant water stops at all joints (Keynote 03300.D1 on Sheet A3.1). I have attached a copy of the cut sheet for the product type we referenced. _ Comment #7: We need a letter from the owner indicating his method of clean-up for arry spills of waste oil. _ Response: I have relayed this request to the owner and have since been informed that a . letter has been forwarded to your office. Please let me know if you have not received it. '4. • . f.x' . Y 1 • G~t . S~ , ~ • . - 'f. Review Comments - , Boat Shop & Storage Page Two • Comment #8: Clarify the height of the harrdrail and guardrail and modify to restrict the passage of a 12 " sphere. Response: Please reference Sheet A3.1, A1 - Stair Section. The guardrail is 42" (3'-6") high with horizontal rails separated by four equal distances. This spaces them at 10.5" on S center, which is sufficient to restrict a 12" sphere. ~ The handrail at the stair is dimensioned at 36" from toe of tread to top of rail. This is within - , , the required range of 34"-38". We are aware of no requirement to restrict the passage of a 12" sphere on a stair handrail. Additionally, this stair is classified as a private stair, . _requiring only a 36" minunum width* and a handrail on only one side. . . Comment #9: Provide a crosswalk between the Mechanical Shop building and the Boat Storage building. . , - Response: The requirement for providing accessible routes between buildings on a common site (WAC 51-20-3103(b)2.) references the connection of ¢ccessihle buildings. , The Boat Storage building is not an accessible building. It is a private "barn" where the - • business owner drives and parks vehicles. It is located within a secured, fenced yard. The - public is not permitted access to this building. Additionally, any employee who is parking the vehicles cannot be handicapped in such a way as to require a crosswalk. Such a • handicap would not permit him to operate or properly maneuver a vehicle as required to _ perform the task. We do not believe this request meets the intent of the code. ENGINEERING COMIVIINTS (Mtg. w/ Doug Busko 1/30/95; Backup letter included) Comment #1: If HVAC equipment will be located on the roof, it must be hydraulically isolated and runofffrom it sent to a 208 swale. Response: No roof-mounted HVAC exists. This building is heated, only, and by an interior-located waste-oil burning fumace. , Comment #2: Provide concrete curb or wheel stops around perimeter of paved areas, to prevent travel over larrdscaped or non paved areas. Response: Sheet A 1 A indicates the areas to receive concrete cwbs and those having - concrete wheel stops located at pavement edges. . Comment 93: Drywells are required in 208 areas. One Type A drywell will take the runoff from S, 000 square feet of impervious surface, and a Type B will take runoff from 15, 000 square feet of impervious surface. Runofffrom metal roofs must be included in this area if . , the runofffrom them enters the swale. Show these calculations on drainage plan. . , . Response: The drywells have been located and identified on Sheet L 1.1, with calculations to support their sizes. . ^ > . f . s + ' - ~ . . . ~ -Review Commettts . " • ' - Boat Shop & Storage ' . - Page Three Comment T'he bottom elevarion vfthe swade necrr the road appears 1o be exeessivefy . . . low. More area cou1d be gafrred by raisrng the bottom, keeping irr rnrrrd that swales over 12 " deep require 3_1 side slopes. Response: Swale sizes and depths have been modified. An additianal swale has been ~ added to the west side ofthe pruject to accnmmoda#e parking 1ut drainage. Refer to Sheet , • ~ Comment #S: The czsphcrll elevatrans rn the NW corner of the parking lot need to be revised . , Minimum ,grade ora asphadtpuvemerzt r's 1.OOf. • - . . Response: Modificatians have heen made to Sheet L1.1, Camment#& ShMA1.0 shows a swale on the north side of the Boat Stor-age buildr'ng, - - while sheets L1.0 and Ll. J da rtot rejIect thrs. Please clar, f~. . . Response: 1'he notation un Sheet A1.0, andicating a swale was incarrect. Thish,as been corrected. Please refer tv Sheet L.1.1 for swale loeations aTtd sixes. - Comment #7: The roadpdQnsfor this plut shnw a 3' eurb cu# at the docation af your proposed south approcrch, corzstructed ta capture road drainagea Shaw in detaid how rhis - rurroffwill be captured and corrfained within fhe 1 S' drerinage ea.sement along the east side - o,f t#reproperty. _ Response: Additional curb cuts have been provided at the driveway entrances to maintain the st.reet drainage. T'he flow of street drainage water can conti nue r'nto the 15' drainage - easernent. A gra,de break has been located within the cirives ta contral water from the site _ attd re-route i# #o the 208 swales. Refer to Sheet L1.1. Comment ##S: Label and dirr~ension R1W and drainage ecxserrrent Tirres. Response: FJasementshave been identified on Sb.eet A1 .0. Comment 49: .4 benchrnrxrk is required,f'or this praject. tt benchmark is aphysicrtl mark or ` object used as cr refererrce for elevvcrtior3s. This point rnust be left undisturbecl &y . ' eonstruucliorz Response: A Uei1CYlII7a1'1C haS I7eeI1 1deIItlfied 4i1 Sbk'.et Li.I. Comment #1 Q: Revise drywell and swale detaifs ta reflect Spokane Cvunty, strxndards. Response: Shee# L1. I indicates the requested modificativns to details. Comment #il: Provide a capy of the Property Deedfor rese arr preparirzg Rocrd ' t- r Irrrprovement Disrrr'ct (PJD) rmproverrrerrts. t. . . Response: Acopy ofthe Deed has been attached, as requested. , . ' • * * * End of Comments - F-- _~-'v . ' t . ~ . ~ S P O K A rT E p' -F,~. C O U1~7' Y OFF[CE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. -Hormann, P.E., County Engineer Dennis M. Scott, P.E., D'uector : January 30, 1995 Malone Storage & Repair Bill Malone -928-0520 A review of the road, drainage, or site plan for the above-referenced building permit has been completed. Areas of concern to the Spokane County Engineering Department are indicated in red on the attached plan set and calculations marked "ORIGINAL". Please make the corrections and resubmit them to the Building Department in order that the • review process may proceed. Highlight all changes to the resubmitted plans and include ; the comment mark-up copy with them. Please note that the plan set and calculations marked "ORIGINAL" are official public documents and must be returned with #he revised plans and calculations. Review of the revised plans will not proceed until the '"ORIGINAL' set is retumed to the County. If you have any questions about this review, please contact us at 456-3600. Thank you. Very truly yours, Ronald C. Hormann, P.E. Spokane. County Engineer ; N ' JPOKANE ICO~N 641ve FEB 2 4 9995 . Doug Busko, E.I.T. oIvls UILDING Plans Review Engineer ' . 1026 W Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 "1°DD: (509) 324-3166 i ' REVIEW COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES ` PROJECT B94126 REVIEWER: Doug BuSko PROJECT NAME: Malone Storage & Repair DATE: 30 Jan 95 ADDRESS: N. 3623 Eden REVIEW 2 COrMENTS ~ ~ If HVAC equipment will be located on the roof, it must be ~ hydraulically isolated and the runoff from it sent to a 208 swale. , Provide concrete curb or wheel stops around perimeter of paved areas, to prevent travel over landscaped or non-paved areas. Drywells are required in 208 areas. One Type A drywell will take ;t the runoff from 5, 000 square feet of impervious surface, and a Type ' B will take runoff from 15,000 square feet of impervious surface. - Runoff 'from metal roofs must be included in this area if the runoff from them enters the swale. Show these calculations on drainage plan. The bottom elevation of the swale near the road appears to be excessively low. More area could be gained by raising the bottom, keeping in mind that swales'over 12" deep require 3:1 side slopes. ' The asphait elevations in the NW corner of the parking lot need to ~ be revised. Minimum grade on asphalt pavement is 1.00%. . Sheet A1.0 shows a swale on the north side of the boat storage building, while sheets L1.0 and Ll.l do not reflect this. Please clarify. , The road plans for this plat show a 3' curb cut for at the location : of your proposed south approach, constructed to capture road drainage. Show in detail how this runoff will be captured and " contained within the 15' drainage easement along the east side of the property. Label and dimension R/W and drainage easement lines. , A benGhmark is required for this proj ect . A benchmark is a physical • mark or object used as a reference for elevations. This point must be left undisturbed by construction. ~ 1 • Revise drywell and swale details to reflect Spokane County ~ standards. : . +bC~- ~ ~v~ A~P~,• ~ r ~ l T~'sfi• (f ~I p~ ' . ~ r . 2 . ~ ORYWELL BARREL OR CATCfI BASIN N1ALL GENERAL N01'ES wAfERPR00FPIPE ~ NOTE: NON-SIIRINK PvC PIPE ADaPTERS AND CnSKET uaY vARY 1, GRAVEI BACKFIt1 WANIITY FOR ORYYrELLS : GROU1 IN SNAPE AND SIZE AS ILLUSTAATED IN OETaiI BY ACCEP1A8lE AIiERNnTE iN TYPE 'A' -)0 CUBIC YARDS AiINIIAUTA / 42 TONS. ' ' ACCORDANCE WIIH A.S T M.-C-428 TYPE 'B' - 10 CUBIC YAROS MINIMUM / 56 IONS. OR AS SPEGFlED ON ROAO PLANS. ~ GASKET 2. CdNCRETE SLAB SNALL BE CU55 3000 CONCRETE. --,h - PVC ADAPTER _ 3. SEE STANDARD PIANS SFiEETS 8-1 AND B-3 fOR PRECAST CONCRETE D£TAllS. PVC ADAPTER . 4. ADJUSTI,IENT,8LOC1(S SIIALL BE CEMENT CONCREiE. (SAND COLLAR) 5. PRECAST RISER AIAY BE U5E0 IN COAIBINADON M1ni OR IN UEU OF ADJUSTINC BLOCKS. , 6. WF1EN PVC PIPE 15 USED A P4'C ADAPiER SHALL SOLID COvER fINIS1iED GRADE SEE SNT, 8-11.~ (PAVEMENT) -7 BE INSTALLEO. 12,w i. 7, PIPES SNAII BE CROUTED INTO ORYWELLS. 5 aQ ~z SEE fRAIAE--,; AIORTAR IN PLACE ~ X ~ - dc CRATE INSTALLATION ' . ~IORTAAEO ADJUSiMENT a a,V DETAII -rRINGS p~ _ ~ i. ~ SEE~ SICT 8R12. FlNISNEO CRADE m , ~ (PAVEMENT) ~ Z 4' CONC. SLAB, 2'-0' ' SEE GENERAL SEE FRaME NOIE 2 k GRATE MpRTAR IN PLACE a INSTALLAiION N p~ INLET PIPE DEIAII ' AIORTAREO ` i.._ +rADJU51?AENT RINCS _ • ~ CONC. SLAB, - o N~C2NERAl Z-~~ - ~ I O Q Q I.. v N f-"-SEE NOTE 6~ ,-INLET PIPE W ~ SEE GEN. I r ~ NOTE 1 ~ p m K CRAVfI ,I SFEPaCE PORTS. ( ~ NOTEGIN 'I , ~ ' BAC!(fILL, ~ SEE DETAII, SHT, 0-2, r 4 ~ I Q ~ Q I • } e FABRIC IINER Y BAC flll, ~ ~ O 0 ~ ° ONE TNE PlS ~ ~ SEE RE 6 a I~ 0 I + ~ SEE DETAI ~SNEET B-2. ~ FABRIC UNER ~ ~m ) IIN,. ~IERE SHOWN a . I ~ ON 1NE PLANS ~ •I I . ~ I~ _i ,1 ,1 r` i . I E utN, ' I T UNDISTUR8E0 - 1'i' ! 4• J t' saL DRYWELL - TYPE 'A' SOIlS1URBE0 C. „oDRYWELL - TYPE '8' i I SPOKANE COUNTY a ~c si~eer APPROVED' STANDARO -t' ~,i :if;'Icrw{nff- n~~exc~i[T-qtraIrr►nE~ DEPARTMENT OF PUBLIC WORKS C~NIY ENpNCCR pRFl:ACT DRYWFI.I.S B-1 . Waterstop/Exponsion Boar Ca e S(ea Expansion Joint System for Chemical Resistant Secondary Containment . . . . . . . . o WATERSTOP/EXPdHSION WATERSTOP/EXRANSdOH BOARD (AP SEAL BOARD (AP SfAI • (PATEN1EO) ' (PATFNiED) • • • e • • o . • o • . _ • o . D D , . , • s e • o . , • : e • o / • ' . • . a._ /SML taau Q. Pusnc oowa TRANSFEB DUWEL SPEED 0OMIEI0 mREaaEn - sUErE ~ SiFEI lOAD TRANSFER DOWEI PtASTI( (OUPIER (OUPLER SHAP WASNER Waterstop/Expansion Board Cap Seal System, designed by WESTEC", is a one step complete concrete joint system. VITESTEC has integrated aNvaterstop, joint seal and load transfer unit to create a fluid tight contraction/ expansion joint in concrete. FEATURES ■ EPA compliant ■ Resistant to most chemicals ■ Built-in waterstop/joint seal lAssures proper waterstop alignment and hydrocarbons ■ Eliminates split formwork ■ Eliminates caull:ing/joint sealants ■ Heat weldable with a waterstop ■ Can be used with conventional ■ Use with any type of Expansion Board Splicing Iron wire haskets and dowels ■ Easy asseinbly ■ May be used in pavement or ■ Cost effective wall applications 0 Labor saving ~ «This Product has beenysubjected- to more abiise _in the'construction.Phase-of this,: , -pro than zt _zuill ever see in tlie lifetime of this str'ucture, and it ;is sfill performing as intendeaand , ' ' - PROJECT ENCINEER, A TOP LO CHEMICAL CO. «You really have something here. This Product,is just what zue need it's easy to install, saves us time and money, and -gi ves .us a better :quality job.» - . • -.ConnucroR, ENR's ToP 500 , • - 193e ')wi ~he~'~~a1,`J c~R 265 . ctea S,r . Co~`S~"C~ ~ ~ateV Sto'P Tr, WESTEC . ~et~a>> j°~ntS 3arrier -ec_zno..ogxes Spc'cinli_.inb irr C/tcmical !ic'SlStfl/!I CIIIfIfI//t/Ifenl 3400 Tree Court IndusU•ial Qoulev-arci, S[. Louis, N(i-s.souri 63122-6639 Phone: [800] 793-7832 or [314] 861-U443 Fax: [314] 861-0444 800-7-WESTEC f l r • 19290 ~ . • WESTEGM ~ax-rier r ec..-ino-ogies Specializing in Chencical Resistant Conlainment Mr. kent Chadwell A design advisorv regarding the Assoc ' first chemical-resistant waterstop Zeck-Butler Architects designed to satisfy EPA regulation Paulsen Center Suite 860 CFR 265.193 e(2)iii Spokane, WA 99201 ' Dear Mr. Chadwell: . The EPA now requires that the joints of all concrete secondary containment structures must stop the pccssaae of aazizressive chemicals- with a chemical resistant waterstop. r tZuay~ ~ _ ~~~.L:~,.J •13as .Laa ~.G r .ri l•Zi: Vf Er'*• ♦rA N' ~'J~. iii%:'d.. chemical stops that you need to resist aggressire chemical assault on concrete containment joints. The EPA regulation clearly states that water passing through concrete joints isn't the issue. Ghemical Resistance is. Result? Traditional waterstops like PVG, Bentonite-based swellables, hydrophilic rubUer and caulk fail the EPA guidelines. 1'our clients and quality reputation are far too important to jeoparciize on a specification for the right product on the wrong application. Why risk future liability claims and EPA action when the proven cheinical stop technology is just aphone call away--1-S00-7 WES1'EC. Do the smart thing. Protect yourself and the people you work with by getting all the facts on WESTEC's chemical resistant `vaterstops. Yhere's no cost. vo obligation. And what you learn could save you aworlcl of time, money and legal headaches. Sincerely, ~ Den ' J. ~n Business Director P.S. Wntch vorcr mnil in cominQ weeks. You'll receive additional information on EPA-grade chemical stops from WESTEC, the onlv source that provides waterstop technology that resists the broad range of aggressiv-e chemicals. 3400 Tree Court Industrial Blvd., Saint Louis, Nfissouri 63122-6689 [800] 793-7832 or [314] 861-0443 • Fax: [314] 861-0444 ~ DIVISION OF WESTERN TEXTILE0 ~ . • ~ REVIEW COMMENTS ~ SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B94126 REVIEWER: Doug Busko PROJECT NAME: Malone Storage & Repair DATE: 30 Jan 95 ADDRESS: N. 3623 Eden REVIEW 2 CONB+ENTS ~ If AC equipment will be located on the roof, it must be . ydraulically isolated.and the runoff from it sent to a 208 swale. Provide concrete curb or wheel stops around perimeter of paved areas, tCo prevent travel over landscaped or non-paved areas. Drywells are required in 208 areas. One Type A drywell will take the runoff from 5, 00~ square feet of impervious surface, and a Type B will take runoff rom 15,000 square feet of impervious surface. ~ Runoff from metal roofs must be included in this area if the runoff . from them enters the swale. Show these calculations on drainage plan. The bottom elevation of the swale near the road appears to be excessively low. More area could be gained by raising the bottom, keeping in mind that swales over 12" deep require 3:1 side slopes. : The asphalt elevations in the NW corner of the parking lot need to ~ be revised. Minimum grade on asphalt pavement is 1.00%. Sheet A-1.0 shows a swale on the north side of the boat storage building, while sheets L1.0 and L1.1 do not reflect this. Please clarify. The road plans for this plat show a 3' curb cut for at the location of your proposed south approach, constructed to capture road ; drainage.. Show in detail how this runoff will be captured and ' contained within the 15' drainage easement along the east side of - the property. Label and dimension R/W and drainage easement lines. A benchmarx is required for this proj ect . A benchmark is a physical . mark or object used as a reference for elevations. This point must be left undisturbed by construction. : , 1 . . ~ r ell and swale details to reflect Spokane County Rev~sz d Y~^j standards. . , f P . . • ,r , C . 4 • 2 ' , t . I ~ . r ~ . ~ . ~ ' ~ 4 _ Vr1RIAt~1CE ~ API'L,ICAIN-I'S NAME-_1k1Ll•. N44'-t--O ME a L D G C, # ~ n ` .jj1~4~q0~ 07--IER MAILING ADDItESS 1t 2.15 S. R0l? S O Co , T 2.6- , ft 4-S .~•~.4^.~ ~d. ~~~s7c~ PARCEL # ~'Salo440, /Zol PHONE - HOMF ROAD NAME rZ7., c,N PHONE - WORK 114 ! 9 Al 9' 'nic following documcucs arc nccdcd bcforc the Spokanc Counry Cnginccr's Dcpartment can begin processing your variancc or building application as approved. (509) 456-3600 ✓ AGREEiviEiNT TO PAY FEES have been coilected. ~ RECORDED COPY OF DEED, DEED OF TRUST, coatract or conveying instrument. These may be obcained from the Couary Auditor, 2nd floor of the Courthouse. _ ~ - • - - LEGAI. DESCRTPTIOM of your access easemenG A LISTING OF NAIViES of iadividuals who will be signing the documents. These individual names- , should appear as the persoa(s) legally sign their dame. ' - l.J /L.. I.., . C~OVVit-)lE L. /~4_ONE A CURREiN'r ASSESSOR'S iN1AP which depicts the Iocatioa of your properry. OWNERSHIP i'YUCRO-RIIN. These may be obtained from the Couaty rassessors, lst Eloor, of the C,ourthouse, Jefferson entrance, 2nd door on the left. The necessary documents will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of the information noted above. You will be notified when the documents are ready for signature. "Ihe documencs may be sent to vou, however, IT SHOULD BE NOTED THAT AI.L SIGNATURES MUST BE NOTt1RIZED. The Engineer's Departuient does have notaries available if you choose to sign the documents at our office. Please cal! when ready V**~ Please mail when ready Notice to Public ZO Right-of-Way COMMENTS Rigtit-of-Way Agent Forward to you Crom a0664w 23wStt0 k\p111notia.192 31 1f 9S , . . ~ 95030'7Q327 REC~~~'~U FII.ED 0g ~Log In Dats: Paroel # a.... . aa , t " ' Road NameMo: ~~♦r~ ~ /yo. / qy 9 _ R~QUE:~ • . - ~ Purpose: Q Nity iPrePared 8Y: fl►! , Req 8Y: (Land Dev) No. 6 . w~~t.~.•. NoTICE TO THE PUBLIC OK~►N~~•~`~'~µ~i~'aSN• ~ ~C,~ ; ~ M ~ ' y~~ 5~ ~ :3 Y 0 . RID WAIVER, AGREEMENT AND COVENANTt KNOW ALL MEN BY THESE PRESENTS, That WILLIAM D. MALONE AND CONNIE L. MALONE, husband and wife, being the ownera of the following deecribed lands in consideration of Mutual Benefits to be hereafter derived do for themselvee, their heirs, grantees, asaigns and eUCCeseor(s) i.n i.ntereBt hereby agree to authorize Spokane County to place thefr name(s) on a petition for the formation of a Road Improvement Dietrict (RID) by the petition method pureuant to Chapter 36.88 RCW, which petition includee the owner(s) property, and further not to object, by the eigning of a ballot, or not to proteet to the formation of a RID by the reaolution method pursuant to Chapter 36.88 RCW, which 'reeolution includea the owner(e) property. If a RID ie formed by either the petition-or reaolution method, se provided for in Chapter 36.88 RCW, the owner(s) or eucceeeor(s) further agreet (1) that the improvements or conetruction contemplated within the proposed RID are feaeible, (2) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the property within the propoeed RID ie sufficiently developed. Provided, further, the owner(s) or succeeeor(e) shall retain the right, as authorized under .RCW 36.88.090, to object to any assesement(e) on the property ae a reeult of the improvemente called for in conjunction with the formation of a RID by either the petition or resolution method under Chapter 36.88 RCW and to*appeal to the Superior Court the decision of the Board of County Commiseioners affirming the final assesement roll. ~ It ie further agreed that at euch time as an RID ie created or any Road Improvement Project ie eanctioned by Spokane County, the improvements required (curb, eidewalk, drainage control'and paving to exieting pavement) shall be at tlle soie expenee of the undersigned owner, their heire, grantees and aesigns without 'any monetary participation by Spokane County. The RID waiver contained in thie agreement ehall expire after ten (10) years from the date of execution below. However, at the expiration date the owner(8) or succeesor(s) agree to construct the required improvemente at their own expense; pay to Spokane County the then estimated cost of the reqvired improvements to enable the County to complete the eame; or furnish a bond or other secure method suitable to the County, providing for or securing to the County the actual conetruction of the improvementa. The above conditione and covenant apply to the following deacribed property: Lot 1, Block 2, EUCLID INDUSTRIAL PARK, as per plat thereof recorded in Volume 20 of PLats, Page 51, Spokane County, Washington. Located in Section 6, Township 25 North, Range 45 East, W. M. . r . (over) ' ~ These requiremente are and shall run with the land and shall be binding upon the ownere, their heira, euccessore or aseigns. ~ IN WITNESS WHEREOF, We have hereunto eet our hand(e) and seal(e) thie ~ day of March , 1995 , 14 William Dy. MaloKe i • ~ ~ ~-~rr-~.-~- - . Connie L. Malone STATE OF WASHINGTON ) COUNTY OF SPOKANE ~ 8B On this day personally appeared before me William D. and Connie L. Malone, pereonally known to me to be the individual(e) who executed the forgoing i.nstrument and acknowledged tt7e said instrument to be the free and voluntary act and deed of said individual(e), Cor ttie uaee and purpoaeg therein mentioned. 7+A Given under my hand aiid eeal this ~ day of March , 1995 . ~ ~ . ` '•2 rt~ ' i ~ Notary Public In andC'f6r,-'the`State' of Washinqton . t:.~ ; ~ ~I ii r/ . . . reBic3iny at Spokane i.r; „ • ; ' . . My Appointment Expire~ -,'v P ys.P y iy +f _ ,t '"fi t'~ t ,Y~t• •.1't- . ~`r~ir•Ili;7 1 - ~ : ~ . . . . y . , . • ~ . , 5~.~•,b:,~ ~►~ii.~tj.~ ~ _ . ~ . . y o - , ~ . . . . • - . , . , . ti,, ~ ~ . - ^ ~ . _ . . _ 7 p . y i: •e , • ~ , • , , • , ' . a ~ , ' . ' ' . , • , ` c rr ' ` • . ' • ' ~ . ` , ' y..,Jt' . ' . . , • ~ - , - . : , . . „ , - . ` - . . • . . , i .c _ . . . . . •T. . ^ . , o . • ~ r ' ~ . - , 'r a` Z. r ~ y . , ~~.ld,,v, . . , . , _ . , . • ~ ' J .s'. - , . ' ' r . ~ ~ ,r • , ~ ' - - z v , •~.J ' ' , ` - , ' • . , 'n ! ' ' " ' ♦ ' " . ' , .u ~ . . Wr a~ 's, .ri .rh. ~ , - . . , ~ ' . . . . J e, „ ~ . • •'+~r`, ~ „ ; y', , , ~ • ~ . _ . - ~ ' 1 h, ` « a >c''s`F• i+~L] se~i-`,: , , rF. . w~ . • . 1 ~ . , ,ry~ty , t'~t ~ ~ lj' • .1` ~ 'r' ` R~`~. .<~~Vy~~y.~~, ' y~ ~ ' • ' , + • ' • . ~ , . ' , M - f. , ~w ~ yy '~~'~isyl~.~• ,'T ^t-, ~t ; ' ~ ~ • . , _ G ~ • 'v * . - at'• " , ~ n . , . . ~ ~ . . P~ t,1t.' wr t'R~;,'~ !t 1, it ` , ~ O . ~ , _ . . ' , ` _d V i . ' . 3 ~ l~ = ~ ~ ~S C{ ~ ` 3 ' ~ 4 ~ e ♦ _ ~ ~ •1 A ' ` ~.'f.t. • , " ~ .t • • ♦T Q.~ f • C~•~ •iy!' ~ .Y • i ~ _ ~9 ' . • • ' ~ ~ C , . ; ,7", n- ~c •ti' ; ~r q ' - ; j :t.', • . , , . . ' ' ' ' , • . • ~ . - + r. . . . " • ` l ti~ 'c . ' ~ ~ . Yg.. . ^ . - a ' _ , ` " ' . kw . ~ . ~ :f~,'• ' . ' 'i"~`~,%'~r ~t' . ' , . . , f9 ~f . . / , " . , . , ` . ~l~. _ . 4, ~ .y}~';.~ ~ ~ :4 . .v - . , . ~ w' ~ , . . • " ' .,_.tii,' , i ; .r „ " ~ . . ' j/~,~ • - . 1' '.1'.~'d` ~ 'Q i • ' 1' ~C ik • . : n , . . ,t ""..b :j~ J. r - ` ' • . . " , ~ d ~ I ri . . . , . • , `t;, I .1; .4"~' ; : ~ ~ ~ ' ` . . - r , ' ' . O•~~4 . • : . . ,6 ' Y..:,:-,.y= ~ ^ _ ~ti'~ ~a ~ ;,~1• _ - • • ` . . j ~ • . . ~~Y~ ° ~ ` , ' Y~,~' t . M• •~~~*r ~ . sd' . ~"R 1~ ' , ' Y ^ `~y~ ,t• kQ~# ~ _ ~ } a •tt ~ , . 4• ` • • ~ ' ' ` . a ~r ' ` . i ' • , • . ' . T ' ,n, . M . 1 • . SoG , . , . . , ~ . . _6S . , . . ~ .vB.~~`~°~w b 3/ . ` . ' ' • . ~~•v,r ~ . . . .-6 . ~ . `V ~ / • .0 ~ . ~ J ~ T ,9" g'9 ~w 6 a e! o ` 3s-69 C PE , `a ' 7-.~ f' ~ Sg c_ J 1 ~ IQ ~o • ~ ~ 2 *w , ' ' • . + ` 4 . - 7 / . ■ ~ CD oe` co ♦ . Ir , e ~ P ,t}$p_Sg : ~ '1Z 3 s 3. - ~ - 4 _ ~ ~ t 1 0 ~ No. 92 0442 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT OF ) EUCLID INDUSTRIAL PARK ) FILE NO. PE-1575-89 AND ZONE CHANGE FROM ) I-IEAVY INDUSTRIAL (I-3) TO LIGHT INDUSTRIAL ) R E S O L U T I 0 N (I-2) FOR LOTS 1 THROUGH 7, BLOCK 1, AND ) LOTS 1& 2, BLOCK 2, R.EMAINING HEAVY ) TNDUSTRIAL (I-3), FILE NO. ZE-36-89 ) IN SECTION 6, TOWNSHIP 25 NORTH, ) RANGE 45 EWM, SPOKANE COUNTY, ) WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Euclid Industr-ial Park, PE-1575-89 that portion of the SE 1/4 of Section 6, Township 25 North, Range 45 E.W.M., Spokane County, Washington, described as follows, with a more precise description located in the plat dedication: A portion of tracts 66, 74, 75, 80, and 93 of West Farms Irrigated Tracts Plat No. 3 as recorded in Book "T", Page 6 of the Book of Plats more particularly described as follows: Beginning at the Southeast corner of said Tract 93; Thence North 1° 06' 36" West along the Easterly line of said Tract 93, 80, and 75 for a distance of 1630.01 feet; Thence North 89° SO' 58" West for a distance of 550.47 feet; Thence North 1° 52' 27" West for a distance of 33.03 feet to the beginning of a tangent curve to the left with a radius of SO feet, a central angle of 180° 00' 00", a chord bearing of North 89° SO' S8" West, for an arc length of 157.07 feet; Thence South 1° 49' S6" East for a distance of 33.03 feet; Thence Southwesterly along the arc of a non tangent curve to the left with a radius of 570.00 feet, a central angle of 29° 1746", a chord bearing of South 75° 30' 08" West, for an arc length of 291.45 feet; Thence South 1° OS' 56" East for a distance of 517.17 feet to a point on the Northerly line of tract 81; Thence North 66° 12' 04" East along said Northerly line for a distance of 56.52 feet; Thence South 85° 00' 18" East along said Northerly line for a distance of 249.27 feet to the North East corner of Tract 81; Thence South 1° OS' 56" East along the Easterly line of Said Tracts 81 and across said Tract 93 for a distance of 1041.81 feet to a point on the Northerly right of way for Euclid Avenue; Thence South 89° SO' 57" East along said Northerly right of way for a distance of 631.24, All situate in Spokane County, Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until die County Engineer has certified that the roads have been improved to County standards and approved by a separate resoluaon of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS -opP DAY OF , 1992 BOARb QF COUNTY COMMISSIONERS 6jn SP NE COUNTY, ASHINGTON R. McBrid , aircnan ~ Patricia A. Mur~y S teven Wasson ',l ~ ; ATTEST: WII1IAM E. DONAHUE ( , Clerk of the Board ~ By: ~ osanne Montague, Deputy erk . SPOKANE CnUNTY NEARING EXAMINER COMMITTEE FINDINGS ()F FACT. CON .I, ~Tf) TS ' ORDF,R INTRODUCTION This matter having come before the Hearing Examiner Committee on September 21, 1989, and the members of the Committee present being Verona Southern, Chairperson, Phil Harris and Ron Odell. PROPOSAL The sponsor, Spokane Industrial Park, Inc., requests approval of a preliminary plat of SPOKANE INDUSTRIAL, PARK EAST and zone reclassification from Restricted Industrial (RI) Manufacturing (M) and Mining (MZ) to Light Industry (I-2) and Heavy Industry (I-3), File No. PE-1575-89 and ZE-36-89, for the purpose of dividing 96 acres into 321ots for industrial uses. FINDINGS OF FACT AND CONCLUSIONS 1. The property is generally located along the east side of Tschirley Road beginnina dpproximately 800' ft. north of Euclid Avenue for a distance of 1750' ft. and east thereof to Greenacres Road. The site borders Euclid Avenue from Greenacres Road west approximately 650' ft. in the SW 1/4 and SE 1/4 of Section 6, Township 25 N., Range 45 EWM, Spokane County, Washington. 2. The committee adopts the Planning Deparnnent Report as a part of this record. 3. The existing land use(s) in the area are vacant lots, Bayliner boat manufacturing, storage, McComb Engine sales and repair, Donwood East Subdivision, easterly edze of Flora Industrial Park and several residences. 4. The Comprehensive Plan designates this site as Industrial. The Industrial catebory is for the purpose of fostering various types of industrial activities including light industrial (parks) to heavy industrial uses. Buffering of adjacent residential uses and zones is expected. 5. The Arterial Road Plan designates Euclid Avenue as an collector arterial, with a recommended right of way width of 70 feet, whereas Euclid right of way is presently 40 feet at this location. Although not specified in the Arterial Road Plan, traffic circulation in the area will be enhanced by a through road connection between Flora Road and Barker Road (across the site). 6. The existing zoning of the propeny described in the application is Mining zone, Restricted Industrial and Manufacturing, previously established in 1980, 1974 and 1958 respectively. The Mining zone classification required a roadway connection east to Barker Road, because the Barker Road/Euclid Avenue intersection is less than 90 degrees and nearly unmanageable to a tractor trailer rig. . . ::M . 7. The provisions of RCW 43.21C (The State Environmental Policy Act) have tieen complied with and a Determination of Nonsignificance was issued. 3 8. The proper legal requirements for advertisement and notice have been ~ . w; . - . e'.. i•: _a .r.:.r•.. :.v+` _:a~_wc.wr .ae.S c 9-89 HEC Order for PE-1575-89 Page 2 9. The owners of adjacent lands expressed neither approval nor disappraval of the proposed use. 10. The proposetl use is compatibie with exisang uses in the area. 11. The proposed zoning does implement and conform to the Comprehensive Plan. 12. The applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed zone reclassification is justified. 13. The proposal does result in spot zoning. 14. The proposed use will not be detr-imental to the public health, safety, or welfare. CONDYTIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL i. Afl Conditions imposed by the Hearing Examiner Committee shall be binding on the "Applipnt", which term shaii include the owner or owners of the property, heirs, assigns, and successors-in-interest. ii. The zone reclassification and preliminary subdivision effects the following real property: Those portions of Tracts 62, 63, 66, 67, 68, 69, 72, 73, 74, 75, 80, 83, 93, and platted streets, West Farms Irrigated Tracts, according to plat recorded in Volume "T", Page 6, located in Section 6, Township 25 North, Range 45 East, W.M., Spokane County, Washington, described as follows: Commencing at the south quarter corner of said Section 6; thence N01°OS'10" W, along the north-south centertine of said Section 6, a distance of 881.19 feet to the northeast corner of said Tract 82 and the Point of Beginning; thence continuing N01°OS'10"W, along said north-south centerline, 87.48 feet; thence N89°50'11"W, 608.02 feet to the east line of said Tract 72; thence S01°04'S5" E, along the east line of said Tracts 72 and 83 a distance of 299.61 feet; thence N67°04'29" W, 419.22 feet; thence S89°47'S8" W, 225.04 feet to the west line of said Tract 72; thence N01°04'35"W, along the west Iine of said Tracts 72, 69, and 62, a distance of 1,756.64 feet to the south tine of the Inland Empire Paper Company Canat right-of-wav; thence southeasterly, along said south right-of-way line, 2,597.81 feet to the east line of said Tract 66; thence S01°06'42"E, along the east line of said Tracts 66, 75, 80, and 93, a distance of 2,005.56 feet to the north line of Euclid Avenue; thence N89°SU'S7"W, alung said north line, 631.16 teet; thence N01°OS'S9"W, 1,041.85 feet to the southeast corner of said Tract 74; thence alonb the south Jine of said Tract 74 the t'ollowing two (2) courses: (1) N85°00'1911W, 249.28 feet; (2) S66°12'03" W, 447.51 feet to the Puint uf Beginning. Containins 95.73 acres. 9-89 HEC Order for PE-1575-89 Page 3 A . COUNTY PLANNING DEPARTMENT 1. Approval is required by the Planning Director/designee of a specific lighting and signing plan for the described property prior to the release of any building pernuts. 2. A specific landscape plan, pianting schedule and provisions for maintenance acceptable to the Planning Director/designee shall be submitted with a performance bond for the project prior to release of building pernuts. Landscaping shall be installed and maintained such that sight distance at access points is not obscured or impaired. 3. Direct light from any exteriar area lighting fixture shall not extend over the properry boundary. 4. The specific development plan will be submitted for Planning Department review and approval prior to issuance of building pennits. 5. All current standards of the I-2 and I-3 Zones, as amended, shall be complied with in the development of this site. 6. The project is subject to Section 14.706, the Aquifer Sensitive Area Overlay Zone of the ZONING CODE FOR SPOK:ANE COUNTY, which sets forth various measures for Aquifer protection; specifically, measures dealing with wastewater disposal, spill protection measures, and stormwater runoff. 7. The present proposal is not detailed enough to determine whether or not the use of or materials stored on the sit+e are in compliance with Section 14.706 (Aquifer Sensitive Area Overlay Zone) of the ZONING CODE FOR SPOKANE COtTNT'Y• Accordingly, as a condition of approval, the sponsor/applicant shall be required to file with the Spokane County Auditor, within thirty (30) days of the -signing of Findings and Order of the final decision in this matter, a"Notice to the Public" which shall provide in material as follows: PRIOR TO TBE ISSUANCE OF ANY BUII.DING PERMIT OR CERTIFICATE OF OCCUPANCY FOR ANY BUII.DING OR ANY USE ON TFE PROPERTY DESCRIBED HEREINAFIER, THE APPLICANT SHALL BE RESPONSIBLE FOR CUMPLYIIVG WTI'H TBE PROVISIONS OF THE ZONING CODE FOR SPOKANE COUNTY SECTTON 14.706 (AQUIFER SENSITIVE AREA OVERLAY ZONE). THE PROPERTY WHICH IS THE SUBJECT OF THIS NOTIGE IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:....". Applicant shall comply with 208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. Any division of land for the purpose of sale, lease or transfer, shall comply with RCW 58.17 and the Spokane Counry Platting Ord.inances prior to issuance of `)uilding pernuts. Any leases of land other than those lots shown on the final plat ill require additional compliance with the State and County subdivision laws. 9-89 HEC Order for PE-1575-89 Page 4 10. The applicant shall comply with all agency's regulations as amended prior to issuance of building permits. 11. The Spokane County Planning Department shall prepare and record with the Spokane County Auditor a"Title Notice" noring that the property in question is subject to a variety of special conditions imposed as a result of approval of a land use action. This "Title Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Title Notice" shall be recorded within fifteen (15) days of final disposition of the approved land use action and shall only be extinguished by the Spokane County Planning Department. The "Title Notice" shall generally provide as follows: The parcel of property legally described as (legal deseription and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (dare) and as maybe amended, altered or supplemented by of~iciai action or as already changed. File No. (Planning Department File Number) is avaitab[e for inspection and copying in the Spokane County Planning Department. 12. The final plat shall be designed substantially in confornnance with the preliminary plat of record as legally described and advertised. No increase of density or lot number shall occur without a new application submittal and approval. The sponsor may submit a slighdy revised preliminary plat document to clarify the actual intent of the Hearing Examiner Committee and the same ma.y be approved by the - Department as the approved prelirninary plat of record upon a finding that it is consistent with the Hearing Examiner Committee decision. 13. The preiiminary plat is given conditional appnoval for three (3) years, sgecifically to October 1,1992. The applicant may request an extension of time by submitting a written request approxunately forty-five (45) days prior to the above expirarion date. 14. A final plat name/number shall be indicated before the final plat is filed, such nameinumber to be approved by the County Planning I)irector/designee. 15. Appropriate road name(s) shall be indicated. 16. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies must be received with the submittal of the final plat. 17. Three (3) current certificates of tide shall be fuinished the County Planning Deparanent prior to filing the final plat. 18. The final plat map shall indicate by a clear dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement that: "Side yard and rear yarri setbacks shall be determined at the ame building permits are requested, unless specifically stated on this document by identification of side and rear pmpeny lines. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 9-89 HEC Order for PE-1575-89 Page 5 19. A plan for water facilities adequate for domestic service and fire protecrion shall be approved by the water purveyor, appropriate fire procection district, Spokane County Building & Safety Department and Spokane County Health District. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat, that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 20. 'I'he purveyor shall also certify that appropriate contractual arrangements and schedule of irnprovements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule shall provide for oompletion of the water system and inspecrion by the appropriate health authoriries prior to application for building permits within the final plat. The amangemencs or agreements shall include a provision holding Spokane Counry and the purveyor harnlless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to sarisfactorily complete the approved water system. 21. The final plat dedication shall contain the following statement: "The public water system, pursuant the WAT'ER PLAN approved by County and State Health authorities, the local fire protecaon district, County Building & Safety Department, and water purveyor, shall be installed within this subdivision, and the subdivider/sponsor shall provide for individual domestic water service as well as fire protection to each lot privr to sale of each lot and prior to issuance of a building pernut for each lot." - 22. No building permit wi11 be issued for any lot within the final plat until certified by a Washington State-licensed engineer that "the water system has been installed pursuant to the approved WATER PLAN for the final plat," signed and stamped by said engineer. The certif'icarion may be in the form of a letter, but is preferred to be certified on a copy of the WATER PLAN as a schematic map showing the "as- built" water system. 23 A survey is required prior to the filing of a final plat 24. 20 feet of Type I landscaping shall be installed (prior to issuance of a Certificate of Occupancy) along the east property line, extendi.ng from the Euclid Avenue right of way north to a point 50 feet north of the northwest corner of the Donwood East subdivision. In the event thaz the property line is relocated due to vacation of Greenacres Road, 20 feet of landscaping is srill required as long as residential uses exist east of the property. The landscaping may remain as planted or be newly established at a new property Iine. Alternatively, the landscaping may occupy the westerly 15' of the Greenacres Road right-of-way if a vacation petition is submitted and the County Engineer and the Planning Department concur. 25. Prior to finalizing any portion of the plat, the applicant shall show evidence of negotiaaon in good faith with Spokane Transit Authority for public transit accommaiations of STA may wa.ive such negotiations in wriring. 9-89 NEC Order for PE-1575-89 Page 6 B . COUNTY ENGINEERING I)EPARTMENT Prior To The Issuance Of A Buildini! Permit Qr IJse Of The Pronertv As Proaosed: Phase I(Easterly portion; Blocks 1, 2 and 3 of September 1989 revised site plan) 1. Applicant shall dedicate 15 feet of right of way along Euclid Avenue as depicted on the preliminary plat 2. The applicant shall dedicate radii at intersections which are conducive to truck turning movements. At a minimum the radii shall be 30 ft. 3. There shall be no direct access from the proposed development to Greenacres Road. Language to this effect shall appear in the dedicatory language of the plat. 4. Prior to the recording of that portion of Phase I which is to finalize Block Two as identified on the revised preliminary plat (dated September 1989); the applicant shall provide a connection from the proposed plat to Barker Road. This connection shall have a minimum right of way width of 75 to SO ft- as specified by the County Engineer. The applicant shall make provisions for drainage facilities and pedestrian walkways outside of the road right of way. The connecrion shall be Iocated at least 100 ft. north of the north plat boundary of Donwood East Subd.ivision. It is preferable that the access be situated 300 to 500 ft. north of the residential subdivision. The typical roadway cross section for this connection shall be detennined by the County Engineer upon consultation with the plat sponsor. The applicant may, with the approval of the County Engineer, satisfy the requirement for the connection to Barker Road by providing a"Tract X" Future Public Right of Way Tract in an alignment as herein specified. A private road to serve as the connection may be constructed as an interim improvement The applicant shall sign and recond all applicable private road document as directerl by the County Engineer. Reference to these documents shall appear within the dedicatory language of the plat along with a statement which provides that the "Tract X" private road is provided as a means of ingress and egress for parcel contained within the plat. 5. Euclid Avenue shall be impmved along the frontage in accordance with the typical roadway cross section designated by the County Engineer. This cross section may include left turn channelization which will be needed to accommodate the additional improvements. The construcaon of these improvements may be accotnplished at a later date through participation in a future Road Improvement District (RID) or County Road Project (CRP). " 6~ The interior roadways within the proposed plat shall be improved in compliance fwith the typical roadway cross section approved by the County Engineer. Phase II(Westerly portion; Blocks 4, 5, and 6 of September 1989 revised site plan) 7. The applicant shall dedicate 15 ft. of right of way along Tschirley Road as depicted on the preliminary plaL 9-89 HEC Order for PE-1575-89 Page 7 8. Tschirley Road shall be improved in accordance with the typical roadway cross section as approved by the County Engineer. Improvements shall be constructed from Euclid Avenue northward to the North property line of the proposed plat. The improvements shall be canstructed prior to recording of the final plat and shall be ihe responsibility of the applicant. Should a Road Improvement District (RID) be created for the improvement of Tschirley Road, the applicant may sarisfy the improvement requirements by panicipating in the RID. 9. Prior to finalizaaon of Blocks 4 and 5 of Phase Il of the proposal, the applicant shall provide a roadway connection between the proposed development and Flora Road. The minimum right of way width for this connection shall be 75 to SO ft. as d.irected by the County Engineer. The applicant shall make provisions for the construction of drainage facilities and pedestrian walkways outside of the Road Right of Way. The connection shall be aligned in a manner which is comparible with the connection identified in Phase I. The typical roadway cross section for this connecrion shall be determined by the County Engineer upon consultaaon with the plat sponsor. The applicant may, with the approval of the County Engineer, satisfy the requirement for the connection to F1ora Road by providing a"Tract X" Future Public Right of Way Tract in an alignment as herein specified. As an interim improvement, the roadway may be improved as a private road The applicant shall sign and record all applicable private road document as directed by the County Engineer. Reference to these documents shall appear within the dedicatory language of the plat along with a statement which provides that the "Tract X" private road is provided as a means of ingress and egress for parcel contained within the plat. Construction of the connection shall be the responsibility of the applicant Spokane County will not participate in the funding of a Road Improvement District the purpose of which is the construction of the connection between Barker and F1ora Roads. Assessments for roadway construction will be detennined by the Board of County Commissioners at the time the Road Improvement District is created. Assessments will be based upon benefit derived from the improvements. It is the intent of these requirements to provide an adequate roadway connection between Flora Road and Barcer Road. It is preferred that the connecaon be located along the North property line of the proposal and follow that alignment westward to Flora Road. 10. The interior roadways within the proposed plat shall be improved in compliance with the typical roadway cross section approved by the County Engineer. General Avvlicarion 11. The conditional approval of the plat is given by the County Engineer subject to dedication of right-of-way and approval of the road system as indicated in the preliminary plat of record. 12. Plans, profiles, and cross-sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the Counry Engineer for approval prior to construction and/or the filing of each final plat; road 9-89 HEC Order for PE-1575-89 Page 8 plans to be prepared under the direction of a licensed Professional Civil Engineer. This shall include the connecrions to Flora Road and Barker Road as idendfied. 13. Dra.inage plans and design calculations showing the alignment of dra.inage facili[ies shall be submitted to the County Engineer for approva] prior to construcaon andlor the filing of the final plat, Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 14. Construcrion within the proposed public streets and easements shall be perfornied under the direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "as-bailt" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 15. No construction work is to be performed within the ex,isting or proposed public right-of-way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 16. All construction within the existing or proposed public right-of-way is to be completed prior to filing each final plat, or a surety in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as-built" plans and monumenting the street centerlines shall be filed with the County Engineer. 17. No direct access from lots to one-half (1/2) rights-of-way until such mads are constructed to Counry standards and established as County roads. 18. No direct access from lots to stub road connections until such roads are constructed to County standards and established as county roads. 19. Road design, construction, aad drainage control for one-half (1/2) rights-of-way and stub road connections are the resgonsibility of the developer. 20. Appropriate provisions shall be made that the following-described property be held in trust until the continuauon of the streets be ded.icated or deeded: A one (1)-foot suip at the ends or edges of all smeets that temunate or border the final plat boundary. (Temporary Cul-&-sacs are required when smeets terminate at the plat boundaries.) 21. The applicant is advised that individual driveway access permits are required prior to issuance of a building peimit for driveway approaches to the County road system. 22. A statement be placed in the plat dedication prnviding for future slope easements as required by Spokane County along.the frontage of the subject property on Euclid Road. The slope easement is to be provideri in addition to road right of way dedication and will be utilized during roadway construcrion. 23. Existing county roads providing d.irect access to the plat shall be paved andlor curbed to Spokane County standards. a 9-89 HEC Order tor PE-1575-89 Page 9 24. All public roads wjthin the pla[ be designed a.nd constructed to Spokane Cnunty s'tandards, 25. A combiried surface water and sewage disposa] detailed plan shall be appraved hy the County Engineer and the Spokane County Health District prior ta the issuance of arty bailding pernu't for this project. The ward "upligan "shall inclvde the owner or owners af the nronercv. his heirs. ,~gns and,suocessors, urhen used herein after. 26. The following staterrerrt be pla,ced an the plat ded.icat3on. "l'he owner(s) or successtrr(s) 'm interest agree to authon'ze the Caunty to place their name(s) vn a petition for the farmation of a koad I.mprovement District (RID) by the petitian method pursuant to Chapter 36.8$ RCW, which petiaon includes the owner(s), ProPertY, and funher not to object, by the signing of a ballot, ta the fozmation of an RIl] by the resviutron methad pursuarrt to Chapter 36.58 RCW, which resolution includes the owner(s)' properry. If an RIID is formed by either the petition ar msoIution method as pmvided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree. (a) that the imprvvement(s) or c~struction cantempiate.d within the propased RID -is feasible; (b) that the benefits to be derived from the fornnatian of the RID by xhe propertY included thereia, together with the amount of any County participation, exceed the cost and expense of forrnatian of the RID; and -(c) that the praaperty within the proposed RID is sufficiently developed. Pmvided further that the owner(s) or successor(s) shall retain the right, as authorizeci under RCW 36.58.090, to object to any assesstnent(s) on the property as a result vf the improvememu ealled for in conjunction with the fvrmaoon of an RIL] by either petitian or resaiutian rnethod under Chapter 36.58 RCW, and to appeal to the Superior Court the, dec:sion of the Board of County Comaiissiomrs affirxning the final assessmeat roll. It is ftrther agareed that at such time as an RTD is created or a.ny Road lmprovement Project is sancdaned by Spokarxe County, the impmvements require.d {curb, sidewalk, drainage control and paving} wi11 be at the sole expense of t,he undersigne.d owner(s), their htiss, grantees and a.ssigns withvut participation by Spokane County. The RID waiver contained in ttus agreement shall expire after ten {10} years from the date of execudvn below. Hawe►ver, the owner(s) or successor~~~ agree that if said RID waiver expires wit~vut construction of the re.quired improvements, the owner(s) or successar(s) agroe to construct the required impravernents at their own exgense, pay to Spokane Couety the then estimated cosr of the i-equired improvements to enable t,he County to complete the same, or fxrmish a bond or other secure method sustable tcr the County (which may include the execufian of another RID waiver agreerrxent) ptoviding far vr securing to the County the actual constrd.icdon of the irnpraverrents. . 9-89 HEC Ordef fof PE-1575-$9 Page 10 Al1 of r.he requirrment.s of this agreement shall run with the land and shall be binding upvn the awner(s), their successor(s) or assign(s). ('i'his provision is appiicable ta ihose improvements which have been specified for Euclid Avenue.) C . COUNTY IJTILIrTIES DEFARTMENT 1. Pursuant to the Board of County Cammissioners ResvluCican Na. 80-04 18, the use of on-site sewer d.isposal systems fs hereby authorized.. T'his authorizativn is cnnditioned on compliance vn'rh all rules and regulations of the SpokauYe County Health District and is further conditioned and subject to specific applicarion appraval and issuance of pe€mits by the Hea,Zth DistricL 2. 1he deZication sha1T state: "T1ne owner(s) vr successvr(s) in inter+est agme to authorize the County to place their name(s) vn a petstion for the formatzon of ULIID by petition nxthod pursuant t~ RCW 36.94, which the petition includes the owner(s)' property; and furdta not ta ahject by the signing of a protest perition against the frnmatian of a LTLIID by resolution rnethad pursuant to RC.'W Chapter 36.94 which includes the awmer(s)' property. PRC~VIDED this ccrndition sha11 not prolnibit the owner(s) or suc:cessor(s) from vbjecting to any assessment(s) on vhe propezty as a result of improvements called for in cvnjunction with the fo-rmation of a ULD] by either petition or resolutian methcd under RCW Chapter 36.94. 3. Any watex service for this project shall be provided in ,accordance with the Coardinated Water System Plan fQr Spokane County, as anended. 4. A dry sewer cvnnecrion to the future areawide sewerage system is ta be constructed. Plarts atYd specifications for the dry sevver cortnection are to be reviewed and approved by de lltilities Department D . ~OUNT3' HEA►LTH DIST~~CT 1. The final pIat 5hal1, be deS1griod a5 indiC3tBd pn the pr'~Enunary plSt of reC01"d ariC/or arYy attached sheets as noted 2. Appmpriate utility easements shoM be indicated on copies of the prelirr-iinary plat of record far distribution by the Planrung TJeparament to the utility companies, Sgolcane Cc~unty Fngineer and the Spokane Caunty Health District. Written approval of the easements by the udlity cvmpan~.es must be received prior ro the submitW of the fnal plat. 3. A combined surface watter and sewage dispvsal demfied plan shall be approved by the Gounty Engineer and the Spokane County Health District privr ta the xssuance of any building permit for this project. 4. Sewage disposal method shalU be as authoiized by the Director of Utilities, Spokane County, 5. Water service sMl be coordinated through the Directar of Udlities Spakane County. 9-89 HEC Order for PE-1575-89 Page 11 6. Water service shall be by an existing public water supply when approved by the Regionai Engineer (Spokane), State Department of Social & Health Services. 7. Prior to filing tiie final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be appmved by the water purveyors. Said WATER PLAN must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said WATER PLAN that the plan is in conformance with their requirements and wi11 adequately satisfy their respective needs. Said water plan and certification wi11 be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final plat, on a copy of said WATER PLAN that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system in accordance with the approved plan and time schedule. The rime schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for build.ing permits within the plat. The contractual arrangements will include a provision holding Spokane County/City of Spokane, Spokane County Health District and the purveyor harniless from claims by any lotltract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 11. Prior to filing the final plat, the sponsor shall demonstrate to the satisfacrion of the Spokane County Health District that suitable sites for on-site sewage disgosal systems are available on lots. 12. Subject to specific application approval and issuance of permits by the health officer, the use of individual on-site sewage disposal system(s) may be authorized. 13. The dedicatory language of the plat will state that: "Subject to specific application approval and issuance of pennits by the Health Officer, the use of on-site sewage system(s) may be authorized." 14. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 15. The plat dedication will contain a statement to the effect that: "ne public water system, as appmved by Couaty and state health authorities and the local fire district and purveyor, w11 be installed within this plat, and the subdivider will provide for individual domc,stic water service, as well as fire protection, to each lot/tract prior to sale of each lotitract."' 9-89 HEC Order for PE-1575-89 Page 12 E. COUNTY BUILDING AND SAFETY DEPARTMENT 1. Requirements of Fire District No. #1 neaci to be satisfied during the building pernut process. 2. The applicant shall contact the Department of Building and Safety at the earliest possible stage of design/development in order to be informed of Code requirements administered/enforced by the department, e.g., State Building Code Act regulations such as requirements for fire hydrantiflow, fire apparatus access roads, street address assignment, barrier-free regulations, energy code regularions, and general coordination wich other aspects of project implernentation. F. CONSOLIDATED IRRIGATION DISTRICT 1. Water services shall only be available after annexation fees are paid to the District. 2. The District shall approve the Water Plan prior to any main line extension work. G. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY All air pollution regulations must be met. This includes but is not limited to the following: 1. Air pollution regulations require that dust emissions duuing demolition, excavation and construction projects be controlled. This may require use of water sprays, tarps, sprinklers, or suspension of acrivity during certain weather conditions. Haul roa.cis should be treated and ecnissions from the transfer of earthen material must be controlled as well as emissions from all other construction related activities. 2. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 3. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 4. Some objectionable odors will likely result during the construction phase of the project and from motor vehicles using the site following completion of the project and from occupants of the proposed project. 5. SCAPCA Regulation I, Articie N requires registrarion with this Agency. 6. SCAPCA Regulation I, Article V requires that a Notice of Construction and Application for Approval be submitted to and approved by our Agency prior to the construction, installation or esrablishment of an air pollution source. SCAPCA Regulation I, Article YI and SCAPCA Regularion II, Article N addresses emission standards. All emission standards must be met. 8. We wish to confer with the applicant and all future tenants.. 9. Vegetaaon removed from the site must be disposed of by means other than burning. A - . 9-89 HEC Order for PE-1575-89 Page 13 10. The plat dedication language shall include the following statement: "All tenants, in the event of leased propercy, and owners shall confer with the Spokane County Air Pollution Control Agency (or its successor agency) prior to building permit approval, or Certificate of Occupancy issuance, in the event of reuse of an existing building." H. SPOKANE COUNTY FIRE PROTECTION DISTRICT #1 1. Fire hydrants shall be installed, sufficient to cover a given building, as required for a commercial building prior to commencement of construction, other than footings and foundation. . ~ 9-89 HEC Order for PE-1575-89 Page 14 oRnER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of PE-1575-89 preliminary plat of Spokane Industrial Park East and ZE- 36-89 zone reclassification from Restricted Industrial (Rn Manufacturing (M) and Mining (MZ) to Light Industry (I-2) and Heavy Industry (I-3) as described in the application should be APPROVED. Motion by: Phil Harris Seconded by: Ron Odell Vote: (3-0) UNANIlVIOUS TO APPROVE HEARING EXAMINER CQMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, AND VOTE - - Chairman ~ Iz~ ATTEST: For WALLIS D. HUBBARD Planning Director B TEVt HOROBIOWSKI Current Planning Administrator Date NOTICE OF TRANSMI'1~TAL nDl) RE'SS: PIZUJLC"1' .e/ .3 G f3US1NrSS NAM[:: PARCLL NO./LEGAL I/ D CS C R[ PT t O N: PROPOSCD USE: ~-A ~ CONTACT: PHONC: 9 Jd° ~ ~'.J ~ • , REASON FOR TRANSMITTAL PREAPPLICATION CONFERENCE PRECONSTRUCT[ON CONFERENCE OTHER: DATE: TIME: ~ ~z-- DOCUMENTS CIRCULATED DISTRIBUTED T4: ~ Kcro DESCRIPTION BUILD[NGS PLANNING ENG[NEERS HEALTH SCAPCA FfRE DIST # OTHER: XSite Plan (new) (reviserJ) i• . , • ~ti}' 4:K . CTItIcal C . Materials Li. t t,':: ~ ~i.`.`-,::: ~ ~`:;F: ~ . . . • . . . ~ . . . ~?;~:~:~:-~i•`: . . . 1 . ~ ..•.V: . :.~.~~1.ti;:•... r}: {{i : ~ ~ ~ •.•~tti~•.•::•::. ~ t. i l. . Parkin Plan s ~ ~ ~ ~j~~~... ..r . . . . I • ::~r~s.:: -•••,•:.y . ; r.: r:: .::~s.::; ~:o-~: ..:yr:::-::.>:: x:::::: ' ~ ~ :w.:: _ • ;:ii: ~ «i•::• ..ti • -r:ar~ SignaSe Plan ::ti~::::>:::::::::, :::::=.::::~.:::r: n::.::... . .n~. ~ . . ,•~ii . . •:r'r::.. - ~ . ~:}':~:-.i~::'% .~I~~::}~?iv . 1 . . . . •w:- 1~% , . . . . • . : . . - . ~ I ~ . Lishtins Plan ~i:viy: . . . . . : : - . . . . ~ . . . . . . . .~.`:~:~..v . . l ~ . . . . . . . : . ~ . Drainage PIa n : . r... . ~ . _ . . . . ....srs.::.:::::;:.::-::>:.;_. . . . . . . - ~ _ '1. : l ~ • • ~ ~ : ~ ~ '::{Ji:.' . ~ ::.Y: i }:4':•':: . . Drainage Calculat. ~ons . ~ ~ ~ : . ti r::. ~ : . . ...k . . :.:N:::.:. . . . , . • : :.r:::.:::_ 'J . - ~ . . : •f.titi`:::::•: Y.1':.~ • :'.1L::~ . • i : • ~ ~ ~ :'J.~li:.•i.':•.... :.{f . . ~ o Pay C 1-eis y:.... . = :r.::-: ',y,,x":.; r.'•i}}'"' - .t••n: •;...L..::...., Asreement t . . . . ~ _ s. ; .?i::::: :.::?>'•'•i~{}; • r '::':'r: . . ::vk~.:::::::::;:::::.:;..r~ .r.•. ~ ~ . : . . _ ~ ~ . . • ='::~i~::: i • • s:. • ,•::•r::-:.'• . . . :•:;x r•:;::_r ~ • lIrrigation Plan - • ' , • ~ - . ~ ' • : ti•,rv'rr{ :i~.: . . . +:~•'r. [ : NJ..... }•4{: LandscaAe Plan ::y::::; =:::::::.;::r•:>~= ~ e....: _ "v+ ..,•:r' . . . 1 F ~ F.{:r:" _ :4 . .ssor ~::..;;r . .:?i::v.::: vr.v~. _ " '":.:v..:.: :v.. " . ~.~i.v:: -:.v.: : _ ~•w.: •.w.: • ~ . . v._, : • :•v.}•:.;-. r:.`v.:... w.v.. --:.:.~x v: v: - • - • - . . •.v.v . , , . ~ • v: r: . _ _ v,C-; :-.t.•~•~,rr.; ; . . - y Letter . . ~ ;;<x~~-..:::- I . ...f::.. . . ..s.: . .::::-:r;:.....: IPronu : •::}K::::: `.•:G<':v: . J• :•i: : fr . . •ir..JL{}:•::......... r~ • ••"".ti..~... ~ • . ; I~ ~ ~ j , : .:::.•r. • - ~ . y{::i•ii_ i:: i:•i • • . ; : . .mata~..:-''r:~.:.. . . •}i:i:}'rY:..}••_•.: : Y.~ ' ~t1~ . . - : ~1 ..y::=:.:•::• • : : • : ~ 4::.....::: {t: •`.i: ' Yiv.•:•3 e Cost Est~ : . . • . 1✓.. . . .l.i : ~ . ..LV:::.~ ::•J.'. '.-.V:ti' : ~ ':A4':`:? ~:V.t. • ~ '::.5h•:::...i:.~ rj•{ i:. ~ • ~ : : . ii:.. . . • . A{..•':••:•: ~ l~'~.:~ . \•fJJ~.:• . . .~r... ~~~Y.'.:•.`::•.! 1 ~~....'..JL'i~ . . -~.:-::1'~~ . ..t{~i'~{ :~~j~~~~ ITraffic Circutation Plan I t;.ti~r.:}'r' ;:;{ti: ' ~;r,.:•:: .:•r r~••:•: ~ ~'•~'::L..•'..~'' ~?'~r. . S~'. ~ ~ 1 1' . -:•+i:: "v'-~:-'??~ ••'ti{~'-: v:•:~ ~ ,•~i : ~ I • : . i.~ : : ' • : . : • • y~.;~.::.:.'.•};•:':•.• A: i: ' . ::~A : . Constcuction Drawinss . . . ~ - r.__.. ~ ~ . . • . . ..~.r . ::::~:..~::~:~,~ti•:.:-::_:.. ~ r ~ . . ~ r.: . ::M:..:.. . - ~ . n + >_;~.s.: . . ~ - : F!o0r P1a r:....;:~.:~:::: ::.;a.:.~:.:~ ..:vr.. • ti~::~:.: ~ • 1 ~ . . . . . . . . . . : r • . - . r. ::•..ti.:::~: . . ; : • . : . . . • :.n.:::• . • ....::.::::.::....._.....ti•.:. - • Thc above rfcros have hcctr reccivcd: Date of Transmitta1: Reviaw Coordinator: AUG ~ f 1774 ~ - t , ~ Circulated by: ' . . - ' SPOWE t,,;►,;%*k i LI'~GiNkER ~ Sfaoko►ie Coai►rY Divi.cion of L3uiltlings a~ 1026 Wc.cr Br-oarhwaY A%,enue 'k S/xokime, WA 99260 (509)456-3675 . ~ Erickson Automotive & RV Repair 3623 N. Eden St. Spokane, W A 99206 Aug. 2, 1994 Spokane County Code Enforcement Div. W 1303 Broadway Spokane, WA 99260 RE: Usage of above repair shop The above automotive and RV repair shop work is limited to exchange of parts and maintenance with no flame, and no welding. Any flamable liquids or any extended engine repair will be done in a separate contained area of the shop. ( see drawing) RE: Boat Storage The boat storage building will not be heated. RE: Employees The number of employees in this shop will be 2. AW 0 -3 1994 CODE E~r r Sincerely, r . 4W William D. Malone t