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SP-1028-95 ; L G. a~ $ , s For o~~' S~ONA1. i ~ , EXPIRE3 l FINAL DRAINAGE PLAN FUR MR. TOM SLADE Jf.JNE 28y 1996 PREPARED BX: HAHN ENGINEERING, INC. N. 8623 DIVISION STREET, SLTITE `B' _ SPOX:ANE, WA 99208 (509) 467-1550 i ~ "THE DESIGN IMPROVEMENTS SHOWN IN THIS REPORT CONFORM TO THE APPLICABLE EDITIONS OF THE SPOK:ANE COUNTY STANDARDS FOR ROAD CONSTRUCTION AND GUIDELINES FOR STORMWATER MANAGEMENT. I APPROVE THESE PLANS FOR CONSTRUCTION." DF~ ~~E J ' SHORT PLAT #SP-1028-95 FOR TCIM SLADE - SITE CONDITION!5: The subject propemy is tacated at the Southwest corner af the intersection of AUk.i Avenue a1"td LOI1~ ~oad li~ th~ ~ /4 0f Sectlorl 18, TOVknshlp 25 Nol'thy Ra1"1ge 45 E.W.K m , Spokane County, Washingtan. The site is curren~~y unsubdivided land covering approxirnately 5.14 acres. The land is priinarily agricultural pasture. The sail - classificatian is Garrison by the S.C.S. manual for 5pakane Caunty. The land slvpes are less than 1.4% from the Nartheast to the Southvvest. The land is relatively flat on and _ around the proposal site a-fter sight investingation it was deternnitied that no off site water wiU be considered i.n the site development, _ PROPOSED DEVELDPMENT: The proposal is to divide the approximate 5.03 acres inta 4lats, 1 for existing single • f~71YIy I'eS1deIlCe an~ 3 neW 3dd1tf4I'131 I'e51deIIt131 lot5 . Lacal access is provided to the site by A1ki Avenue a.nd Lang Road. 'Direct Access shall be provided by private road (O1ive Lane). Private raad shaU be improved to Spoka.ne County startdard far apnvate raad serving 3-6 lvts (20 feet caf asghalt). The site is in the designated aquifer sezsitive area therefare "208'x ponds have beea designed to intercept the runoff fram the asphalt areas. . Two ponds have been designed to address the hydrology requirements and the ZOS ~,~reatrnent. The ponds lacated at the low point of Dflve La.ne (STA 2+10.5), have been designed for the 10 year on site event. The rwoff wiff be conveyed by drainage ditclxes into the ponds. T'he pands will drain via type "B" drywells. . CO1VCL'USXC3N; The existing nnofffrom the praposed site was calculated at 1.85 efs -for.the 10 yearr stortn using the Bowstring method. The postdevelflp flaw aff of the site was determined to be 0,76 cfs for the 10 year stonn usi.ng the Bowstring methvd. Since the flow was reduced 1.09 cfs, it can be seen that the dratziage plan for this project was adeqxately designed. . ' J SOIL SECTION n~t' xw~".~ ''~",'ays laFp~ ` . " ~';yir " j T~~`^~+R" ~ ' ( " g~ ti " ,~.-.~,y,,••,.,. ~ p8n..,~n . ~i 4.~.Y~"i .:y . .s•~ • ~ `I Ye'^s''b'h° .A.;.x>r• r.t;~ , ti 9 ~ ~t- t. ' ►i . , ...t~ .L c ~,,Y3\.f ~ z" .oq ~ L^"~°.f J. 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Yai" ' '3.~•::, a:f ~•.e~~. f ~ y~' '~S.f~~ 9s ;i, • > i<:~: s7" 4~ ' ~a,~ ~ , , ~'i.'i.~ :~0' - •'9!~'~' ~j,, - ~a: ' r ~ jJ,y(~ ~ a, t.:~~+q...,~;},; •^~Sx°~rr ~l{~~:" X'9 5~.. . ' < ? . ,~s.< u''..~. .wf` 3w . .W ~~~ss''F..V`~ii'4~~~'f5.:~,.^'r?~<^:JU,a;`~P~' , , . , .;1.... ,.x ~ . :~y - I ~ r "t` ^ Y? ' '9"~ ~".v•ie 'iii:~. - ~ E"z'S~• :.eo: ~ • a,f~y ~ti.rX.,,^•~ f .~i , .S . •a^ ~ • w i < i ^n ..~~t9;t.° ..'~'''Y~~~`~ ~4. .,3:~ , ~ ~ 3 ~:t :i~;.. ~ S' ~ 'Z, a y ~Y.~< .at ~ < }'v ' • . ,v 60~. . '.Q► " t:~'~;' •,f: . ;r .qr , i ~ • ~ ~ : ?Ea, • ~ • < . . L { ' ~s2< ; •r,~rXe' ' - . ~ ' ~ f' ;"'i~: ~ ' n ~I.^.~.{y'~~ s,~ s ~ +~Y`~ .i~ ; ~ O~~y, 'Y'.~,.;ih~.2~ ~ v `...n^ •J}~ 'hP'~ ~ ~ m . ` v .S, : •.~:<~t ~ ~ i : ' - ; K. ay` 9~,1 :,x •f c` + a .ti i •i ' . a u if:~. ~ t M111 ,x~'~` y# ~ N , ~"'s~ V~f ~?.9~~ K..Y,. rA::e.......•,~R•t ns:w.s~~.'w..,sy , e;a;` ' -.s v ~ ~ u ~ , . R`o .,s~ ~`.,~N ~~,'~•S~ i a~ i 3 .Y _ ' ~4 ...Y~~v~"-<'~.t~A'd~,' , f , a :s w~ • ~ i.~Cie l. _l . ~~Cµr • ~ _ . ':~.~XS~i.Ya•• I w, t ~i1R~. ~.i ii r~ vn.. • y~r1YY _ ~ y~ ti . . ~ :¢F ;~a~~ . : ~,Ya ~,,.~c~d~ ~ , , • . ''~i a - .af s _ ~,~,~~i;wi n :,S'~',^- ~ `;.a ~ , }3~~ !c~%-' - ~`;:x ~ £~:F:. .~-s'~^§•> '~i ` PROJECT 94 ; LOCATION ~ ~.fi.~~~S~,v.✓a~ C. ~h: i • •.o Y` 5.'. , ' 'c'; ~ t_ 4 f ~ h`; - ~ 6\~ . .CA` •2• . ,7.j(~SN ~ K:Oc'. ' i G 1 ' ~ r:~ " - , K °{a.:,~, , . ' ; > . - . - ~ , • '.K 'x. ~ - .a~, • - < .,r~, , x;y~;'~3'". ~.q'~~ ~ " `sxs..' ° ~ l~~ ! + ♦ ~ r ;a'`3~ ~e~.._..+!w,. pE .t. '"`4`. ,d ~~T~ y ..~~~~~Qt` ~4, . ~ ~ , . .~t ~ ~ • _ =~aa~' c ° ~p~"p~~y,.pa, kk';jkt~: T ~N y • S 1 ~ ~Y N~f"~4 l W'( ~ '~'l~~ } ~yrCMi~y til.~ ~4"„•'::Tpµ i "~Vy st i.~:'~,.~ i~+•., ~ .c"~t 3?'~ ~~:'.'y.~:..b' t cr~ F ^ ~ ~ ~°~.:SY' a~ .,•~6. ~ .A ~ Pv ~ ~ •f '7 A-•~ ~ .w NO.~'.. ~ •f~C~yJ Hn~ +C'Y~S:..H.. , ~ rr~ ~ ~v t ~ ' '~n ~ ~ ♦ ~ ~ ~ ._f}~j ~r>, r, `f~.t .F~~~ ~ ~ r y ~~~•ro ~ w` . , wnc :F f f A}~ ; t, T<': + I~I I'I ~ r;~„-~oc,~ 4uM1~~f''si : k":~ ~~r'«~.~Y Y ea ~i i I f~ a, c . > C: ' ~,Gi✓ . ~ .as ~o>;~ ° - ~ "~7:,,<.< , ,y s 4~ ~F ?~+..v+ : ~n'^ ~*~.s-'~~4,';~' ~~Sb.~ •q~ , 'r:~~ .,,.i .k~. ~ ~z, ~ r r^ ~~~.;£S- ;_.~"J",v,~ M:~r•ws..'.7~:~- <i ..2 ~er:'v~~.~ .:~,.~Fy .`~,''~~;,~,b,'~FZS~~;:x2~i3~ ;~r; Y ~ `~,.'3C ~ ~ > f.~. . . ~'w7iawQ~r~'- :1'~~ry~'~~,'„,~~'ss7m^ 'a~`~1` ,..G . ~T ~ ,y~+•>~r.~Y'> i .<r~~v.,1F'~...`,,~' ~ '~t7 ~ . ~ ~ . . ~ . (Joins p 5000 Feet ~ ~ ~ ~ ~ ~ r SOIL STiRVE1 + Q•CCLZ17y rOlllI1g t4 l7Il14 1L1p1:7I1dS. Th£v fOCI118d 11i 1i1,yeT~.'d ii7ey as~ e-ceeIleIL~ l:IcES f 0r liilIltil~~ I111n"Ytitbl'y Watt~`f 4tirl_ ~•ot~~~ ar laess uncler conife~-aus forest. Tl~e il~1X~Ll~1I ~3Z2CtL]1f~L-ELOII 1S (C~.pak~il~ty ~unit ~~~~v`~ ; r~~t il3 a CVi]oC~~il{~ g inches, %n~~ rhe frcst-£ree Vea=an is "Lbou~ 126 davs. rangre site} Preerraan soils %re uwed for grai,n, peaG, claver, a,lIL-.lfa, Ltnd ~r~,sss. and as woo~ll~tincl, Gal•~'ield Sel'1~~ Freeznart silt loam, 5 to 9.0 percenf slopes {FcBj.-This is tl-ie daminant soil aii t]le s1lGy LlpIaIId l"1C3rtI1 ttncl eti~t of ''Ile Gartielc~ ~eries consists of ive'lI-tlz•ainecl; severelv ' F~~ckford. ltast slopes are betweel~ 8 ttncl 15 pe,rcent; a Brocled soils that forxnecl ire loeEis untler• ;rnsz; ancl sm.-Lll few srnaU aretns have slo ,pes of more zhnn 30 per•cent, ~tn.r~ sklrubs. ''lleze soils vccttpy ridgetops, knobs. anCl tIl e L1p-- - same of less than 5 perceiit. Slopes of rnore than 20 per- per ~lopes an rollin~ tv hilly upl~nds. 'TI~ov 1~;~~~e su~~face cent ar~e shart ~ncl o.re ~.loi~g the ecl~~e5 af tl~e c~rainace~~cc~.vs. l~yeb at silty clLi Y Toam ancl a subsail af 511ty ela I tlia t is ~~~resen~~~~i~e pr•a~ile: y very 13~,rc1, , ~nd pl~stic. ~`l~e ~xnnual preci~~it;itiai~ d:~r~ ~r~pish-bror~n, fri;xble Silt lo~m; 1S IS t(J '?2 l11C11~s# ~.T~[~ k17B frOSf-free Se~lSOi~ 1S i1.~7~}llt 1~~} 0 to 7 inches= very d ~t - ~'anufar strttcture ;IIellCpal. ^ ; ~~o inc~es, brown, friabie stlt loit~, ;rayisl~ bro~n at u lYe~e soil~ ~.re usecl n~azrily far gr~iii, :~lralfn; anc~ ~rttss.- dr~pth nP 12 inches; ~eutrai. Garfaeld silty~ ciay loam, 0 #.v 36pereent slopes, severe- - 17 io 221 inches, vayisb-brnwn, firm silt lflam that breaks into y e rade d (Gc C 3}. Thzs wo i1, occupies tlie na rro%v ri,cl~etc~~s 1- to ?-ineh Prisr~s; neutral. c1 ~ 51o loess~i ti ~~illcls in tl~e so~ltli~i~te~~~ `?2 'zv ~2 inclxes. ~iar1:-Urocun, ~irsx~ siI[y clay loam, ntao~o5~t silt an pper pes oii ~3 ` ' ioam; break-s intv priWms I to ? inches wicte, and then into Part o# the coiulty. llost s'lopes are between 8 ancl 20 per- anplar bi4ck-s 3,4_ incb to 1 inch w3de ; neutral. cant; a f eiv smaJi areas iio.va s10pQS of 111oFB tIl`s1,I1 30 pe1 ceIlt= - The surface soil. when moist., m iicyes from very diLrk and sorne nirrow ricloetaps have slopes of less tlxaii 3 per- _ gray ish 1~~own to cli~rk brown in calor. TlYe te:i-ture o~ tl,La cent. Represenkntive prvMe : stibsotl ran~es from 1~e~.vy silt loa~n tr~ silty cla,y 1o~~m, 0 to s incbes, clal-i--brown, rirm silty clay loam; granuiar strue- A5 much as r gereeilt of somia a.reas consists of La.rkin, s~~r~~ f ch~l darli-bro~, s~~t~ cl~~s, ~~Zi~~i~~-~ro~-~ De~.ryto~n7 c~r se~'ez'e~1y eracled Freeman 8 oi1s. si~t~ c1a~ ~oaw be1~w a~degih o~ ?3 inc~es ;~re~~~s iBto fihis is r](~vderaiely well tlraxnet~ sail t~`iab h~.s~ ~veryr prisms 1 ir~ch tv ? incl~es sviae a~ncl ~en into a.n;uiar bloc~s ' S103ViF ~7P~'7Tl@a~3IF: sL1~JSU1l ~,IICl 15 SSLtEIratL{~ fOr 5l10PG ~3£~r 1Q~ to inch thick; cEay fiIms coat the prisms and angular , . in spring. It hc,lds iLbout 5 ta 7 rnches of water that lants blocks; neutr(il. cIlLn use. It is easy to work eacept when satura.ted. c)ots 4$ to $D iaches yellowish-brawn, firm hearg siltloam; breaks into p~ism~ z to 2 inc~~~ ~iae a.uc~ tt~en i~t~ ~n~ui~r ~~oc~ penetrate the Io~ver lmvers ma~y ~`~ton~ ped fa,~es. The t~ ~ inc~ t~ic~; ae~xt~ra~. fertility zs 3nedi.um.. ~Lirface r~unoff is medium, anc~ the ~le testure af t~xe upper subsoil is si1ty clav or cIt,y. ..~~s h~,za~d a~ erasi~a i~ ma~lera,t~. much as 10 percent of -orne arem cansists of Xthena, Naff, Mora than 95 percent of the acreage is cultivated ; the Nez Perce, or Pal,ouse snils. - rest is fa.rra wooc~ots. Wheat is the ch ief cash crvp. This svil is well d,~ined and s1o~vly pern~eable. It hc~l~.s is ~*ra~vn i.n rotatian ~v~~~ pe~s ~.nct ~ een-~anuz~ ~r~~ 9 or ~D ~mche~ of ~ca~er ~h~,~ ~l~nts c~.r~ us~. ~t is ~ti~k~ or in a whe~,t-fallo~ rot~,tion. Qther crops ~ c~wn ara peas ~nd ~~astic ~v~,~n ~vetT co~se~u~n~l~, it c~r~ ~e cL~lti~ ~.ted a.ncl barley r clovez~ or alfa.lf a f t~r h€~y o-r ~een ma~nure ; a.nd Onl~ c~zthin a rather narrvw range of r~aistt~xe content. ~rass ~fox seed, hav, ar p:~tuz~e. ~Ul ~am %nc~ ~ a~ crops ROOt peneti"at1Q4 iS Pery deep 7L~~~a ~erti~2t~ is medium. reapand ic~ r~itro~en. L~~unes ~sponcl to suktur. (Cap~.- Surface z unot~ is rapic~, U.nd th~ hazarcl of ftlrther erosion bi~i~y unit ~~~~-3 ;wovc~la~n~ group a p not Ln a range site) is ~evere. Fareeman silt lnam, 5 to 20 percent slopes, severelp liore t}~an 95 pexcent of the acreage is cultiv~.tecl ; the eroded ~FaB31.--~'I~~e ~1~~ 50 percent of the ~ur~a~~ ~~~e~r rest is seeclecl ta ~.lf~~lf€~ or gra~. ~l~.e~,t is the chlef c-rap. of this s~~~. h~s be~n removed by ~rasian. k'ertilit~ is m~- []ther cro ~~ro~~n ar~ b~.rley ~.nd c~ary fielcl pe~£. ~.~I diu~x to 1ow. S~zrface r~unoff is rapicT, ~:h~1 the l~azarcl of crops r~spond to nitrogen, su.lfur, ancl- phosgharus. (Ca- erosion is severe, -ks rnuch as 10 pe7cent oi samB amas pability un.it zVe--8; aot ~a vv~oofflnnd'group orrange srte) eonsists of uneroded Freeman sails. The sar,ne crogs are grown as on Freem;n szlt Ioftm7 0to ~ 1es ?4 percent slapes, yields ~.re lo~ver. (Ct~pabi1ity unit ~ral P,Is4~l Se,, I Ve-3 ;-m ootlland graup D ; not in a range s i te) 'Z'he Carri: an series 's made up of somewhat eyces=iveIy - Freeman silt lvartt, 20 to 30 percent slopes, sevexely draineei, ,~~ave11~ or stonv soils tha.t formed, tuidea- gr~s eraded ~FaC31.-~'.~ore tk~an 50 gercent vf the s~~rface I~.yer ~r1{~~itl o~itwmh mise~~ in the ~apper part ~ith ~-olcanic - of this soil has been remaved by en•osion. Sk1rface r"LZno,ff ~,sh. These so~,ls ~.re or~ ner~~~y le~~e~ to moe~er~.te~v ste~p , is r~.pid, amcl the erosion h~,za.rcl is severe. Sncluclett tn terraces. The annnal prec,ipitatzon is 18 to 22 incheS, and m.-Lp ping weze iL few are.-Ls of Dearytan soils. ti}e f~c~st-fr~ee ~e~s~n is ~~on~ I c~~1a.ys. 'The sa.m~e crops ars ~ro~ a.s cr,~x T'reeman silt loam, 5 yai~~ ~t~e ~'x~rris~n ser~s a~e usec~ far a r~riety of to 20 percent slopes? ~7L1t 71olC~5 are ia~ver. (Capabili ty ~d a~ ~armst~s~d~ a~d s~burb~n lot~. ; unit Ii~~3 ; ~vooclland ~ oup 5; not irt ~-anga sits) cra~ [~s arrisan gravelly Iaam, 0 to 5 percent siopes f~gA+.- This is the dominant soil in the S-pakane Valle~ east of ~'r~esh Watex lY~arsh the city of Spc~ka~ne. ~Iost slopes are }~etween and 5 Fresh water ma,rsh ~Frn~ consists of shallaw, swampy percent. Representative profile : vnds and of ~n s ~.rour~c~ lakes that ~~,ve a. ~uot~x~.ting 0 15 taches, biack, ve~ friable qxaveUy i~m ; grsnular ~ p ~ structare ; slightly acfd, wr.ter level. The ve~ tation ennsists af tules, reeds, a,nd 13 tn ~ inc~xes. ctark-bru~, friai~Ie verg ~`t~velly los~m ;~eutsaL rushes. These t~~'eas are of little vctlue for grazing, but 44 to 60 ixiehes multicoFored sand, gravel, and cobblestanes. i SPOF:AVE COLTNTY, tiV:1SHI\GTOV 19 . . The surface color, when moist, ranges from very dark the county. Most slopes are between 6and 13 percent. bi•own to bl:ick. Tlie texture of the surface layer is gra.v- Represenca,tire profile : elly or very ;ia rellr loam or silt loam. TIlE SLlUsoil rancres o to 13 inches, blaclc, cery griable silt loam ; granular structure ; in color from darl, brown to yellojcish brojvn. Clay tind neutral. lilne liati-e accumul,tited on tlie bottom of the Pebbles ul the 13 to 62 inches, durl:-brocvn, Srm loam that breaks into prisms lon er subsoil. The depth to the ~r~.vel subs'tr~,tum ranges ~1 to ~i ~hes wicte ; stightiy acia. from 30 co 35 inclies. :1s mucli as 10 percent of some ~,reas s_ to 7_,, dari;-broArn, friable !oam ; 9ltbhtl9 acifl. consists of Bono- or Phoebe soils or of other Garrison soils. In places the surface laver is very darb browii. It is 10 Tliis soil is soinewhat excessicelv drained ;tnd h-is mocl- to 16 inclies tliicl.. Tlie testure of tlie subsoil i:inges from er.ltely rapid permeability. Tt liolds about 3 inches of silc loam to lizht silty c1ay lorim. From 3 co ?5 percent of water that plants CaIl use. It is easy to work. Roots the lower Subsoil is composed of gravel ancl ;tones. -ks penetra.te to tlie la,yer of s1nc1, gravel, and cobblestones. inuch as 5 percenc of some areas consists of Bernh.ill, The fertility is ineclium. Surface runofr is slow; ancl tlie Deary-ton, or Larkin soils. hazard of erosion is cliglit. Tliis soil is «ell clrained and mocleratelv peizneaUle. It About SO percent of the a,creage is cultivatecl; the rest is holds J to 11 inches of wacer thac plants ctin use. It is u-'ecl for (_Yrazina, ancl a.s farmsteads or suburban lots. easv to Nvork. Root pene'tration is very deep. The fer- _llost of the acreage is irrigatecl. Irrigatecl areas are used tility is hi,,o,,h. Surflee ilinoff is meclium, and the ilazard for orchard fruits and berries; cabbage; corn, c~,nttiloup) of ero-ion is moderate. cucumbers, celerv, and squa,sh; wheat, oats, and barley; atore than JO percent of the acreage is culticatecl; the .%lfalfa for hav; ~,nd arass for seed anclpastttre. Dryla~nd rest is ~rized. tiVlie~.t is the cliief crop. It is grown in areas ~,re usecl for «Tieat, barley, and native bunchgr~.ss. rotaiion Nvi'tli barlev, oats, peas, lentils, alf~,lfa, or jrass. There is no difficulty in the use of machinery, but the A11 grass ancl o-rain crops respond to nitroaen; leaumes 7r;~ve1 is h~,rd on tilla~e implements. A11 crops escept respond to sulfur. (Capability unit IIIe-1; 1o~,my range leaumes responcl to nitrogen. Some craps respond to site; not in a, woodland ~roup) su~fur, boron, ~.ncl phosphorus. ( Cap~,bili'tv unit IzIs-? ; Glenrose silt loam, 0 to 5 percent slopes (GpA).-Tlus Loamy range site; not in a woodlancl group) soil ha,s a, surface lacer 2 to 4 inches tlucber than that of Garrison gravelly loam, 5 to 20 percent slopes (Gg8).- Glenrose silt loam, 5 to 20 percent slopes. Surface runoff Tliis soil has a, surface layer 3 to 5 inches thinner than that is slow, a,ncl the erosion hazarcl is slight. Includecl in ma,p- of Garrison zravelly loam, 0 to 5 percent slopes. Runoff Ping were small ai-eas of Uhlig and Dearyton soils. is medium, ancl the erosion ha.zard is moderate. The same croPs are ogrown as on Glenross silt loa,m, 5 This soil is used in much the same way as Garrison to 20 ercent slopes; in adclition, vebetables are brown. gracelly loam, 0 to 3percent slopes. (Capabilitp unit (CtipaEilitY unit IIe-2); Loamy range site; not in awood- Itie-5; Loa.my range site; not in awoodland ~roup) l~,nd group) ~ Garrison very gravelly loam, 0 to 3 percent slopes Glenrose silt loam, 20 to 30 percent slopes (GpC1.-Tlus - (Gm8).-This soil has a thirmer, more g ave11y surface layer soil has a surface layer 3 to 5 inches thinner tlian that of , tlian Garrison gravelly loa.m, 0 to 5 percent slopes, and Glenrose silt lonm, 5 to `?0 percent slopes. Surface runoff - holds less than 5 inches of water that pla.nts can use. The is rapid, and the erosion haza.rcl is severe. About 5 percent brtvel causes estreme wea,r on tilla.ge macliinery. As of some a,reas consists of Bernliill and Dearyton soils. much as i percent of some areas consists of other Garrison The swne crops are grown as on Glenrose silt loam, 5 to soils. (Capabiliey unit IVe-5; Shallow range site; not 20 percent slopes, but more of the acreage is in grzss and in a woocllancl group) leb imes. (Capability unit IIIe-2,; Loamy range site; Garrison very stony loam, 0 to 20 percent sIopes not in a wooclland ;roup) {Gn3..-This soi.l liolds less than 5 inches of water that Glenrose silt loam, 30 to 55 percent slopes (GpD).-This plr-,z; can use, and it is too stony to be cultirated. -ks soil has a. surface layer 3 to 5 inches thi.nner than that of ch as 15 percent of some ~.reas consists of other Garrison Glenrose silt loam, 5 to ?0 percent slopes. Surf~ce rLin- - soils, and as much as 2percent is . made up of ar~,nite off is rapid, ancl the erosion hazard is severe. .~.bout 3 ` outcrops. ' percent of some areas consists of Bernhill or Dearyton Tliis soil is usecl for graaing. (Clptibility unit 'PIs-2; soils. This soil is used only for grazing. (Capnbility Sliallow range site; not in a. woodlancl group) unit V~e-1; \ortli Esposure ran~e sife; not in a wood- lald ~ oup ) Gleru ose Sel ieS Glenrose gravelly silt loam, 5 to 20 percent slopes (GrB).-filiis soil holds from 7 to 9 inches of water that Tlie Glenrose series consists of well-clrainecl, mostlv plants can use. Small areas of Bernhill and Dearyton medium-tex turecl soils. Tliese soils formeci under grass soils were inclucled in mappin;. and sci'ttered pine trees in gIacial till mited in the upper This soil is used it, m„,~• the same way as Glenrose silt part witli loess 1nd volcanic a.sh. -Many 1reas 1re gr~,velly lo~.m, 5 to 20 percenc slopes, but yields a~re 1$ss. (Cap:~- or stonv. Tllese soils are nea,rly level to verv steep. The bility iuut IVe-4; Loamp ringe site;. not in a wooal.tind annualyprecipitation is about 21 inches, lncl the frost-free group) season is about 135 days. Glenrose vravelly silt loam, 20 to 55 percent slopes Glenrose soils are used for grain; peas, lentils, vegetables, (GrD).-Tlus soil holds 7 to 9 inches of water that pla.nts tilf~,lf~,, and `r~.ss, ~,nd for;r~,zing. c~.n use. Surf~,ce runoff is r~,pid, ancl the erosion hazard . Glenrose silt loam, 5 to 20 percent slopes (Gp6).-Tlus is severe. Included in mappinb were a,reas of Bernhill soil occurs on glaciated uplands in the east-central part of silt loam, 30 to 55 percent slopes. i _ ....s..4.ri. • ' ym~~ - ' . ~OY~f~. - 92 SOIL SURVEY . • TABLE 7.-Intergretation of engineerin,q Suitability as source of- Soil features affecting- ' . Soil series or type, . Farm ponds and map s}-mbols Topsoil Sand 1 Gravel 1 R.ond fill Highn ny location Dikes or levees Reservoir area Dragoon (DrC, Good f,o Not suit- Not suit- Fair to 'AIodcrsie to verv high Lo«- st-abilitv; Moderate to DsC, Ds D, poor. able. 3ble. good. susceptibility to semipervious to moderatelp DvD). frost action; mod- impervious rapid perme- erate to modera,tely R•hen com- ebility. rspid permeabilitc; pacted; low to . low to moderste ~ moderate shrink-swell shritik-swell potential. potential. Eloika (Ek6, EIC, Fair______ -Not suit- Suitable rst Good_____ Maderzte to high sus- Lon• stability; Moderatetoverp E1 D). able. depth cePtibility to frost seinipervious to rapici perme- greater action; moderate to -,.impe: rioifs ability. • • than 60 verv rapid perme- n•hen compact- inches. ability.; lon• to mocl- ed; low to mod- - erate slirink-swell erute shrink- • potential. swell potential. Emclent silt loam Fair______ Not suita-- Not suita- Poor_____ Very hiah stiscentibil- Low stabilitv; im- Moderate to (Em), ble. ble. it%, to frost action; pervious ~hen moderately moderate to mod- compacted; low slow pertne- - erxtelv sloR* perme- to moderate ability. abilit•y; low Lo mod- shrin;:-swell erute shrink-su'ell potentiul. potential; satursted in winter and spring. , T ~ Freeman (Fa6, Fair to ~Tot suita- I~ot suita- Poor_____ Moderate to very high Moderate stabil- Moderately slow . Fa63, FaC3). poor. ble. ble. susceptibility to ity; impervious to verp slow frost action; moder- when compact- permeabilitp. ately slow to verv ed; low to mod-- slow permeability; erate shrink- low to moderate sn-ell potential; shrink-sn-ell poten- soils crack when tial; saturated in dry. spring. Ga.rfield (GaC3) Fair to Not auita- Not suita- Poor_____ Moderate to very high VIoderate stabil- Moderate to good. ble. ble. susceptibility to frost itv; impervious slow perme- ' action; moderate to when compact- ability. slow permeability; ed; moderate to moderate to high high shrink- shrink-sa-ell pocen- swell potential. tial. ~ Garrison (GgA, Fa.ir_ Not suit- Good below Ezaellent_ Slight to no suscepti- Moderate stabil- Moderate to Gg6, Gm6, able. surface bilit}• to frost action; ity; pervious very rapid Gn6). layer. moderate to verv when com- permeability. rupid pcrmeability; pacted; low low shrink-swell shrink-swell . potential. potential. 3ee footnote at end oi Lable. . ` T t ~ - SYOKALhTE COU.'L=, W1~SBXYGT0-_-N7 93 praperties of soils-Continued . ~ Soi1 features a.ffectisag-corxtinued ~ • Farrn pcands- ; - Cont;inued AzricLltzsral Terraxes and Sewage disposal drainftge Irrigation diversians Wa.terways fields Z'Ta{~3CabjZPLy i Enihankment Verv low shea.r + l[aderaLe ta ~1ic~derate in- Low re5istance Lflw, reaistnnce ta ilrIoclerate #,o Verir low sflear ~ strengtn; semi- rnadermelv iake rate; ta erosian; - erosron; tnnd- moc~er~tely str~~►~th; low pcrvio,~s to im- rnpi[L perme- m+~derzte rnocierate to erste ~ti•;jter- rapicl perme- ~ load-ccYrrying pers•iotis when ftbiiity. water-hoitiing madera,te1y holcling enptto- ahjli[.i-; mod- cap:tcitv,, ; ecmpacted; me- capacity. rapid perme~- itv: vegetaGion ~ epate to rtoci- moder~tite to ~ - di,iRi cOmpress- ability. dzffictzlt to eraieiv rnpid rxioderately , i ifyility: law estal:lish e-vcept water-halding ragicl perrrie- - stabilit,}-. on Dragoorr capacitv, ahilifti-. si1G loam. ' - ' i ; Low shear strength; Moderst,e to Moderate taN'Tvdera,te resist- Maderate resist- ivloderaie ta Low shear ; 5erniper;•ious to verv rapid morleratelp snce tv eru- ance to erosion; very rapid stren~th; mod- imper~-ious whe~i perineabilitp. rapid inta~k~e zion; znoder- ~soderate w~er- permeabil2tv; erate ta high , compacted; slight rat.e; mader- ate to very h6ltfing ca- rnaderate loaci-e:tFrving ' campressibilitF; ate water- rapid perrne• pacitv7 vegeta- waier-holding canacity; rnad- I lativ stability. hoiding ca- ability. tian difficult to eap:~cit~~. er;~te to ~~erT pa~cit~y. est~b~ish e~cept _ rapid perme- an Eluika siit abilit~-. loam. ` Verv la;ti- shear Moderate to Moderate ta iNSoderate resist- IvIoderate resist• Moderate to Very law ,hear ~ streQoth; Fmper- moderately rnoderstely SIICe td ei'p- anCe tn erosion; rnaderaielv s~rena~h; mod- ' •-ioras n-hea com- sloiv perme- slaw iatske sion 7 moder- uerv high water- slow pesme- erate [o ,Pow i paoted; moderoLte ability; satu- rate, very ate tv rnoder- holding capac- abrlity;verv laad-carrying . to high cvmpress- rated in win- high water• ately slavv nty ; exc2pt for high rnat~er-hoid- capacitv; rnod- ibility; moderate ter and - tiolding ca- germeabilitv, sart-tolerant . ing capacity; erate to mad- . stability; cracks spring. pscitv. species, vegeta- sa.turated '1u eratelk 31ow ' when dry. tian di#ficult t-o winter aad permeal~ility. , establish, spring. ~ Very low shear Moderately Maderatelp ~Vlodera,te resfst- NYoderate resist- Nlvder~,telp Very lo~- shear . strength; irAper• ala~s to very slosv to slow ance to ero- ance ta erosion; sla3v to very streng'th; rand- vious ivhen com. slov perme- inta.ke rat~; mon; moder- very highwate,r- slow pepme- erate load- paoted; rnedium abi3ity; satu- very high ately siotv to halding capac- ability ; very carrring cfl- connpressibility'; t'aiced in ~*ater-holtling very slow per- ity; vegetatian hig$ ~ater- g~cit}-; mvd- ~ ~4derats stabil- spring, crspaci#.v. meability. fairly essy tn ~ hold'rng ca- erateiv sfow to kte drvcrack estak~lish. pacitv; st~tu- ver~; slow _ ratecf in permeability. spri ng. Ve ery lvw shear Moderate ta S10t4 intake LAfoderate resist- t1rloderate resist- Nladerate to Very lowshegr , strength; imper- QLla4v perme- rmte; ver!r ance ta ero- ance to erosion; slaw germ2• strength; znod- viaus when com- ability. high zvater- sion; nnvder- very hiah abiliGy; very - erate ic~ad- ~ pacted] medium to holdzng ca- ate to slow w~,ter-holding high water- carrving ca- high cmrnpressibil- pacity. permeability. capacit4 ; balding ca, pacitr-; mad- , ity; rnodera.Ge I vegretation ptxcicv. erate to slow stabiliiy; soil fa.irlv easto . cracks ~vhen drv. perme~~ili~~. e s't-ablish. ~ High shear strength; Moderate to Ra.pid intake Moderate resist- iNfoderat'e resist- A-Toderate to Sigh shear pervious when aery rapid sate; rtroder= anee 'to ero- anoe to erosion; aery rapid strength; high cornpnnted; slight permeability. ate ta Iow &2on„ moder- maderate #,a ioiv permeabilitpt laad-carrying carnpressibLlit}r; water-hald3ng ate #o verp ~v~ter-holding mOclerate t,o ' c~xpacitv; maderat8 s~y C#LpaCity. rapid pegme- captt.cit-y; Ve e- lo3c* water- moderate to ' biBity. ability. tacion difFicuit holding ca- very r:Lpid - to establish on paeity. permeability. verv 5#ony loam, - fairl~ e~.sy on ath~r soiis. I ~ . _ f 74 SOIL SIIRVEY . • T 4BLE 6.-13rief descriptions of soils and their ~ Depih Classification hisp Soil name Description of soil snd site from symbol surface USDA texture Ire. OsC Dragoon stony silt loam, 0 to 30 percent Similar to Dragoon silt loam, 0 to 30 percent slopes. slopes, except that the surface layer is stony. DsD Dragoon stony silt loam, 30 to 55 per- cent slopes. DvD Dragoon very rocky comple.e, 20 to 55 Dragoon part similar to Dragoon silt loam, 0 to percent slopes. 30 percent slopes, escepc chat depth to bed- rock ranges from 10 to 20 inches. Rock out- crop included in this comple-v. Ek B Eloika silt loam, 0 to 20 percent slopes. Medium-textured well-draimed soil formed from 0 to 24 Silt loam_ glacial till containing a la.rge amount of vol- canic ash in the surface layer; underlain by 24 to 44 Gravelly loam_______ gravel at depth of 30 to 60 inches; occupies 44 to 53 Verq gravellp sandy undulating, morainelibe topogra.phy. . loam. = - 53 to 60 Gravel_____________ EIC Eloika very stony silt loam, 0 to 30 per- Similar to Eloiba, silt loam, 0 to 20 percent slopes, cent slopes. escept that thev are very stony throughout. EI D Eloika very stony silt loam, 30 to 55 • percent slopes. Em Emdent silt loam. Vledium-textured, somewhat poorly drained, 0 to 36 Silt loam_ alkaline soil formed in alluvium from ce►icar- eous silt, volcanic ash, and diatonite; depth 26 to 41 Very fine sandy to water table fluctuates from neaz the surface loam. • to about 6 feet. 41 to 80 Sandq clay loam_ Fa B Freems.n silt loam, 5 to 20 percent Very deep, moderately well drained upland soils 0 to 22 Silt loam_ - slopes. • with medium-te.Ytured surface layer and medi- Fa83 Freemz►n silt loam, 5 to 20 percent um or moderately fine textured subsoil; formed 22 to 72 Silty clay loam..__ ~ slopes, severely eroded. from silt on rolling to hi11S• uplands. FaC3 Freeman silt loam, 20 to 30 -percent slopes, severely eroded. . . Fm Fresh water marsh. Shallow, swampy, intermittent ponds and fringes around lakes that have a auctuuting water table. Engineering datc► is not given, as land type is too variable. GaC3 Garfield silty clay loam, 0 to 30 percent Very deep, well-drained soil developed in loess 0 to S Silty clay loam______ slopes, severely eroded. on ridgetops and knobs on the rolling to hilly 8 to 23 Silty uplands in the Palouse soil area. 23 to 60 Silty clay loam_ ~ GgA Garrison gravelly lottm, 0 to 5 percent Gravellv, medium-textured, somewhat esces- 0 to 15 Gravellv loam_______ slopes. sively drained soils formed in gravelly glacial 15 to 44 Verv gra,velly loam_ GgB Garnson gTavelly loAm, 5 to 20 percent outwash material from a variety of acid, 44 to 60 Sund, gravel, and slopes. igneous parent rock; on nearly level to mod- cobblestones. ' erately sloping terraces; depth to mixture of sand, gravel, and cobdlestones ranges from - 2',•4- to 5 feet. Gm6 Garrison vety gravelly loam, 0 to S Similar to Garrison gravellr loam, e4cept that 0 to 13 Very gravelly Ioarn_ _ percent slopes. the surface luver is very gravelly. 15 to 44 Very gravellv loam_ _ 44 to 60 Sand,gr avel, and cobblestones. Gn6 Garrison very stony loam, 0 to 20 Similar to Garrison gravelly loam, except that percent slopes. the surface layer is very stony. G pA Glenrose silt loam, 0 to 5 percent slopes. Very deep, medium-testured, well-drained soils 0 to 72 Silt loam Gp6 Glenrose silt loam, 5 to 20 percent slopes. formed from acid igneous glacial till; surface - ' GpC Glenrose silt loam, 20 to 30 percent layer influenced br loess and volcanic ash; on slopes. gently rolling to steep uplands. GpD Glenrose silt loam, 30 to 55 percent , slopes. SPOKA"ITE COUNTY, WAS=GTON 75 • ''-1 estimated Physic¢l drtcl ch,emical proPerties-Continued Cla;sific3tion-Continued Percentage passing sieve- . Ava.iiable Permeability water R,eaction Dispersion Shrink-3well No. 4 'N o. 10 No. 200 capacity (1:5 dilution) potentisl Unified A ASHO (4.7 mm.) (2.0 mm.) (0.074 mm.) . In. per hr. ln. per in. oj soi! pH • NIL-CL---- A-4------ 35 to 93 30 to 95 60 'co 70 0. 3 to 2. 5 0. 17 to 0. 20 6. 1 to 6. 5 High_______ Low to mod- . erate. Stii________ a-4 75 to 8.5 40 to SO 35 to 50 0. 8 to 2. 5 0. 12 to 0. 14 6. 1 to 6.6 High_______ Low. GM - A.-2____-- 30 to 60 20 to 50 5 to 13 3. 0 to' 10. 0 0. 06 to 0. 09 6. 1 to 7. 3 High_______ Locv. GP________ A-1------ 25 to:35 10 to 20 0 to 5 >10 0. 04 to 0. 06 6. 6 to 7. 3 High_______ Lon•. ' 1tL-CL____ -k-4 95 to 100 90 to 100 90 to 95 0. 3 to 2. 3 0. li to 0. 20 7. 3 to 9. 0 High_______ Low to mod- - erate. yiI,________ A-4 95 to 100 90 io 100 60 to 70 0. 8 to 2. 3 0. 17 to 0. 20 4 to 8. 4 bloderate___ Low. CY, A_g------ 95 to 100 90 to 95 83 to 90 0. 2 to 0. 8 0. 17 to 0. 20 6. 6 to 7. 3 Low_ "Moderate. ~ '\LIrCL____ A-4 95 to 100 90 to 100 80 to 90 0. 2 to 0. S 0. 17 to 0. 20 6. 6 to 7. 3 Moderate___ Loiv to'mod- erate. CL________ A-6------ 95 to 100 90 to 100 80 to 90 <0. 05 0. 17 to 0. 20 6. 6 to 7. 3 Low•_NIoderate. CL________ A-6------ 95 to 100 90 to 100 90 to 95 0. 2 to 0.8 0. 17 to 0. 16 6. 6 to 7. 3 Low_______ Moderate.. CH________ A-7------ 95 to 100 90 to 100 90 to 95 0. OS to 0.2 0. 14 to 0. 17 6. 6 to 3 Low_______ High. CL________ A-6------ 95 to 100 90 to 100 90 to 95 0. 2 to 2.5 0. 17 to 0. 20 6. 6 to 7. 3 Low___:___ Nloderate_ ~ SyI A-4 65 to ~b. 40 to SO 35 to 50 0. 3 to 2.5 0. 12 to 0. 14 6. 6 to 7. 3 Moderate Low. Gyi a-2------ 45 to 65 30 to 60 5 to 15 2. 5 to 5.0 0. 08 to 0. 10 6. 6 to 7. 3 'ivioderate___ Low. Gp________ A-i------ 25 t o 35 10 t o 20 0 t o 5 ] 1 0 0. 04 t o 0. 06 6. 6 t o 7. 3 R i g h_______ L ow. GM A-2------ 30 to 60 20 to 50 5 to 15 2. 5 to 5. 0 0. 08 to 0. 10 6. 1 to 6. 6 yloderate___ Low. ~ A-2------ 45 to 63 30 to 60 5 to 15 2.5 to 5. 0 0. 08 to 0. 10 6. 6 to 7. 3 IvIoderate___ Low. GP________ A-1------ 25 to 3.5 10 to 20 0 to 3 >10 0. 04 to 0. 06 6. 6 to 7. 3 High______ Low. MIrCL____ A-4------ 30 to 95 75 to 95 60 to 35 0. S to 2. 5 0. 17 to 0.20 6. 1 to 7. 3 Moderate__ Low to moderstite_ . r L I H.S DROLOGi i : HYDROLOGY: The hydrology of the site was deterniined by using the Rational Bowstring Method. The - 10 year event was utilized to size the `208' swales, taking the first 0.5 inches of runoff to be treated. Swale A was designed to include runoff from lot D as well as runoff from Olive Lane which is to be the private road that provides access to the site. Swale B is designed to include the runoff from Olive Lane, impervious areas of lots A, B and C, and the lawns of lots A. B and C. The post developed runoff only includes the southern half of lots A, B and C, as can be seen on the drainage basin map. The runoff was dramatically reduced from the 5.03 acres of predeveloped land at 1.85 cfs to the 0.95 acres of postdeveloped land at 0.76 cfs. The runoff coefficients for the on-site project was determined by weighing the proposed roof and pavement areas with the natural ground PREDEVELOPED FLOW - BOWSTRING METHOD (TEN YEAR ~~~RM DESICN) PRCJECT: SLADE DE7ENTION BA~IN DES[GN BASIN: PREDEV ` REVIEWER: flllCM i NUMBER OF DRYWELLS PROPOSE❑ DATE: 16-Jul--96 L Single (type A) 0 Double (tYRe B) Total Area (Caic.) (see F-f1) 5.03 Time of Conc. (caic.) (see H1 ) 20.60 _ Composi#e "C" (calc.) (see H1 ) 0.26 Time vf Cvnc. (min) 20Z0 ' Area (Acres) 5.03 C' Factor 0.26 Impenriaus Area (sq. ft.) 3200 1lofurne Pravided 0 Out#Cow (cis) 0 !`1re~ ~ C" FakrLOr 1.30 ~ ~ #3 #4 #5 #6 #7 Tme Time Intensity Q dev. 1! in 11 vut Storage ' Inc. Inc. , - (min.) (sec.) (in./hr.)- (efs) (cu. ft.), (cu. ft.) (cu. ft.) . 1 *60) (A*C*#3) (outf.*#2) (#5-#6) - 20.60 1235.74 1. 42. 1, 85. 3067 0.00 3067 5- 300 3.18 4.-14 1666 - 0 1666 - 10 600 2.24 2.92 2347 0 2347 1 5' 900 1. 77 ' 2: 31 2781 D 2781 20 1200 1-.45 1.89~ 3038 - 0- 3038 25 1500 1.21 1.58 3027 D 3027 -30 1 S00 1.04 1.36. 3009 D 3009 35 2100 0, 91 1.19 2988 0 2988 40 2400 - 0.82 1.07 3013 D 3013 " 45 2700 0.74 0.96 3009 0 3009 50 3000 0.68. 0.89 3030 0. 30:30 55 3304 0.64 0.83 3102 0 3102 - 60 3600 0.61 0.79, 3195 0 3195 ' 65 390(} 0.60 0.78 3377 4 3377 - 70. 4200 0.58 0. 76 3492 0 3492 , 75 4500 0.56 0.73 3590 0 3590 ' 80 4800 0.53 0.69. 3605 0 3605 85 - 5100 0.52 0.68 3740 0 3740 90 5400 0.50 0.65 3792 D, 3792 95 5700 0.49 0.64 3908 0 3908 100 6400 0.48 0.63 4015 D 4015 ' 105 6300 0.46 0.60 4028 0 4028 110 6600 0.45 0.59 4116 0 4116 115 6900 0,43 0.56 4101 0 4101 ; 120 7200 (].41. 0.53~ 4071 0~ 4071 . - 125 7500 0.40 0.52 4128 0 4128 - 130 7800 0.38. 0.50. 4070. 0 4070 ° ' 135 8100 0.36_ 0,47 3997 0. 3997 i ~ 8400 0. 35 0«46 0 4022 145 8700 0. 33 - 0. 43 • 3922 D 3922 - 150 9000 0.31 0.40 3805 D 3805 ~ 155 9300 0.30 4.39 3800 D_ 3800 160 9600 0.28 0.36 3656 0 3655 1 65 9900 0.26 0. 34 - 3496. 0 3496 170 10200 0.25 0.33 3460 D 3460 175 10500 O, 23. 0.30 3273. 0 3273 180 10800 0.21 0.27 3070 0 3070 185 11100 0. 20, 0,26 3002 0 3002 190 11 400 0.18 0.23 2772 D 2772 195 11 700 0.16 0o 21_ 2527 0 2527 ' 200 12000 0.15 0.20 2428 0 2428 205 12300 0.1 3, 0:17 2155 0 2155 - 210 12600 0.11 0.14 1866 0 1866 DRAINAGE POND CALCULATIONS RequEred grassy swale pond storage uolurne - Emperviaus Area x .5 in.J 12 in./ft. = 133 cu. ft. - Grassy swale partd vvlume provided = 0 cu. ft. - DRYUUEE_lr. REQUIREMEIVTS - 10 YE14R DES1GN STORII~ Maximum storag~ ~eqUlred by. Baws#r1ng = 4128 cue ft. - Number and type of Drywells Required _ 0 Single , 0 Double ~ . TIME OF CONCENTRATION (minutes) Tc (overiand) Tc (gutter) Areas "C" Ct = 0.15 L2 = 0 4.96 0.25 Z1 = 0 0.07 0.90 L1(A) = 646 Z2 = 0 0.00 0.00 N(A) = 0.4 B= 0 0.00 0.00 S(A) = 0.005 n= 0 0.00 0.00 s = 0 0.00 0.00 Tc (A) = 20.60 d= 0 0.00 0.00 Total A Comp "C" L1(B) = 0 Tc (gu) = 0.00 5.03 0.26 - N(B) = 0 Tc(A+B) = 20.60 S(B) = 0 Q=C*I*A= 1.85 Tc (tot. 20.60 Q(est. 0.00 Tc (B) = 0.0 (ntensity = 1.42 Tc (total) = Tc (overland) + Tc (gutter) Tc (overland) = Ct*(L1 *N/S ^ 0.5) ^ 0.6) Ct = 0.15 L1 = Length of Overland Flow N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow Tc (gutter) = Length (ft.)/Velocity (ft./sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate vvith Flow) Area = d*B+d ^ 2/2*(Z1 +Z2) Wetted perimeter = B*d+(1/sin(atn(1/Z1)}+1/sin(atn(1/Z2))) Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n*R ^ .667*s ^ .5 Flow = Velocity*Area . n = 0.016 for asphalt , s= longitudinal slope of gutter . ~ ' ' " . _ ~ ~ ~ ~ A~~~E ° ~ ~ , , ~ ' ~ _ ~ ia , o a~K► - ° , ~ ~ L~ 1 . , ~ ~ ~ ~ ~ `,os~ y ._,~a ~ ti.~. { ~ ~ ~ 1 g~~N ~ / ~ , J i~ ~ ~ ~ ~ ~ ~ u ~ ~ ~ ~ u _ ~ \ ~ ~ f 1 t , I / ~ ~ , ~ / r 1 I \ ~ - a ~ ' ` ~ , , o ° ~ 0 1 ~ ~ , N ~ . eo ~ ~ f ~ scuE J ~ , ~ r t ~ ` ~ - \ I` ~ r.,, .~ACT D 1 . ~ ~ ~ / + ~,..°µ'e 1 ~ / ~ ~ ~ ' ~ ~ / ` \ ~ . .1 / ~ A \ vi a ~ L I ~ ~ ~ A _ ~ A \ L I 9 A ~ ~ i L ` ~999f ~ / ~ ~ ~ / , ~ J ~ ~i A BA~ ~ ~ ~ _ ~b-- , os ~ ~ ~ .s4 ~ o i 9~ ~ , / ~ ~ ~69A J h ~ I _ _ ~ ~ t i, , / ~ g% . ~ ~ ~B I S~O~ ~ r ' • ~ ~ r.•+~~ . C L i, ) ~ / ~ w~ ~ ~ ~ ~ _ ~ - ~ ~ . - ~ r o =1 '~p L c~ ~n ~0.~% ~ st~ ~ a il ~j ~ ~ il ,~,a- ~ ~~s • i 1 . ~ r~~~~~ I 1 ~ ~ ~ F O n ~ t. / Y~ I ~ / ~ l '(F2ACT ~ r 1 I . , 1 , ~ ~ ~pCS ~B ~ s $ ~ ~ • • t . TR+~CT A i- ~ L ~ r , ~ / - ' - ~ ~ P' , ~ ~ 1 / ~ J ~ I ~ , _ - ~ { i . _ - ~ ~ _ . ~ • i POSTDEVELOPED FLOW ~ . r ' ~ i ~ ~ • . ' ' vENU~ ~ ~ ' A ~ ~ ` ~ ~K1 . - ' 1 , , . ; _ ~ ~ , •a ~ ~ sco~ ! , ~ J ~ ► _ \ ~ ~ e ~ ._.,o~s•~ l 9a a9 ` . ~ / 1 \ / ,rp / 7 / ~r ~ / \ ~ . ~ ~ / 1 ° ~ i 61 ` ~ ~ / ' ~ \ ~ ~ ~ - ~ \ ~ ~ ~ ~ ~ ~ ~ - i / \ ~ _ ~ a ' ~ _ ~w / ! ~ 1 ~ ~ 0~ . I t~ ~ M W ~4 / ` a ~ \ - 1 r p r ` I T4 ( / r- ~Ac ~ \ fl . , J a-o~ ~ P ~a / 1 ( ~ 1 ~ 1 • ~5~5 ` , ~ \ ~ ~ ~ ~ / \ u ~ i~ ~ 9~- ~ . ~ ~ ~ ~ ~ \ i ~ . ' ~ ~ ~ c~ -J J` - 1 i ~ X , t l~ \1 r (f'1 e ` 01~ $ A 1 ~ A s ! ~ A ~1 o ~ I A _ L _ pg,~ _ ~ • 1-/ L ~ v ~ ~ , _ ~ ! . l - . < < ~ l ~ ~ ~ ~ r~ ~99~ ~ ~ ~ ~ ' .r~~ i L' i~ ~ ~ ~ ~ rE~` ~ ~ pu - ~ - - t ~ ~ ' ~ \ - . ,i~ ' - ~za~ .i \ ..1 i ~ ~ , ` ~ p 1 / u ~ `.l - ~ ~ ` ~ ~ . 1 ^ / n ~ ~J a / P f , ! ~ ~ ~ ~ . 1 . / ~ , - 1RACT ~ t ~ ! . n l . 1 Ta ~ ~ Ti2AC ~ ~ „ "A~ J ~ / ° ~ CT ~ TR1~ L . , r.r_ 1~ / ~ 1 ~ ~ ) ~ J ~ f , r 1 _,~.5 , ~ ~ _ _ ~ ~ ,,,a rr,~, j . ~ ' . . . , BOWSTRINC METHOD (fEN YEAR STORM DESIGN) PROJECT: SLADE , DETENTION BASIN DESIGN BASIN: POSTDEV - REVIEWER: MCM NUMBER OF DRYWELLS PROPOSED DATE: 16-Ju1-96 0 Single (type A) 0 Double (type B) Total Area (calc.) (see H 1) 0.95 Time of Conc. (calc.) (see H1) 5.00 Composite "C" (calc.) (see H1) 0.25 Time of Conc. (min) 5.00 Area (Acres) 0.95 C' Factor 0.25 impervious Area (sq. ft.) 0 Volume Provided 0 Outflow (cfs) 0 Area * C" Factor 0.24 ' #1 #2 #3 #4 #5 #6 #7 _ Time Time Intensity Q dev. V in V out Storage ; Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) 1 *60) (A*C*#3) (Outf. *#2) (#5 - #6) 5.00 300.00 3.18 0.76 304 0.00 304 5 300 3.18 0.76 304 0 304 10 600 2.24 0. 53 - 373 0 373 15 900 1' . 77 0.42 421 0- 421 20 1200 1.45 0.34. 448 0. 448 25 1500 1.21 0.29 460 0 460 30 1800 1.04 0.25 470 0 470 35 2100 0.91 0.22 476 0 476 40 2400 0.82. 0.19 487 0 487 45 2700 0.74 0.18 492 0 492 50 3000 0.68 0.16 501 0 501 55 3300 0.64 0.15 517 0 517 60 3600 0.61 0.14 536 0 536 65 3900 0.60 0.14 570 0 570 70 4200 0.58 0.14 593 0 593 75 4500 0.56 0.13 612 0 612 80 4800 0.53 0.13 617 0 617 85 5100 0.52 0.12 642 0 642 90 5400 0.50 0.12 653 0 653 95 5700 0.49 0.12 675 0 675 100 6000 0.48 0.11 696 0 696 , 105 6300 0.46 0.11 699 0 699 . 110 6600 0.45 0.11 716 0 716 115 6900 0.43 0.10 715 0 715 ! 120 7200 0.41 _ 0.10 711 0 711 , 125 7500 0.40 0.10 722 0 722 130 7800 0.38. 0.09 713 0 713 135 8100 0.36. 0.09 701 0 701 140 8400 0.35 0. 08 707 0 707 ~ 145 8700 0.33 0.08 690 0 690 150 9000 0.31 0.07 670 0 670 155 9300 0.30 0.07 670 0 670 160 9600 0.28 0.07 645 0 645 165 9900 0.26 0.06- 618 0 618 170 10200 0.25 0.06 612 0 612 175 10500 0.23 0.05 579 0 579 180 10800 0.21 0.05 544 0 544 185 11100 0.20 0.05 532 0 532 190 11400 0.18 0.04 492 0 492 195 11700 0.16 0.04 448 0 448 ' 200 12000 0.15 0.04 431 0 431 205 12300 0.13 0.03 383 0- 383 210 12600 0.11 0.03 332 0 332 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in./ft. = 0 cu. ft. Grassy swale pond volume provided = 0 cu. ft. DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage requireci by Bowstring. = 722 cu. ft. . Number and type of Drywells Required = 0 Single 0 Double ; TIME OF CONCENTRATION (minutes) , Tc (overland) Tc (gutter) Areas "C" Ct = 0.15 L2 = 0 0.95 0.25 z l= o 0.00 0.00 L1(A) = 0 Z2 = 0 0.00 0.00 N(A) = 0 B= 0 0.00 0.00 S(A) = 0 n= 0 0.00 0.00 s = 0 0.00 0.00 Tc (A) = 0.00 d= 0 0.00 0.00 Total A Comp "C" L1(B) = 0 Tc (gu) = 0.00 0.95 0.25 N (B) = 0 Tc(A+B) = 0.00 - S(B) = 0 Q=C*I*A= 0.76 Tc (tot. 5.00 Q(est. 0.00 Tc (B) = 0.0 Intensity = 3.18 Tc (total) = Tc (overiand) + Tc (gutter) Tc (overland) = Ct*(L1 *N/S ^ 0.5) ^ 0.6) Ct = 0.15 L1 = Length of Overland Flow N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow - Tc (gutter) = Length (ft.)/Velocity, (ft./.sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d*B+d ^2/2*(L1 +Z2) Wetted perimeter = B*d+(1/sin(atn(1/Z1))±1/sin(atn(1/Z2))} Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n*R ^ .6G7*s ^ .5 Flow = Velocity*Area n = 0.016 for asphalt s= longitudinaJ slope of gutter - , SW ~,E ~ BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: SLADE ' DETENTION BASIN DESIGN BASIN: A+ C REVIEWER: MCM NUMBER OF DRYWELLS PROPOSED DATE: 17-Ju1-96 ~ 0 Single (type A) 2 Double (type B) Total Area (calc.) (see H1) 3.73 Time of Conc. (calc.) (see H1) 14.68 Composite "C" (caic.) (see H1) 0.30 Time of Conc. (min) 14.68 - Area (Acres) 3.73 ' C' Factor 0.30 Impervious Area (sq. ft.) 13372 Volume Provided 560 ' Outflow (cfs) 2 Area * C" Factor 1.13 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage I nc. I nc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1 *60) (A*C*#3) (Outf.*#2) (#5-#6) - 14.68 880.58 1.80 2.04 2409 1761.17 648 5 300 3.18 3.61 1450 600 850 10 600 2.24 2.54 2042 1200 842 15 900 1.77 2.01 2407 1800 607 20 1200 1.45 1.64 2465 2400 65 25 1500 1.21 1.37 2469 3000 - 531 30 1800 1.04 1-.18 2476 3600 -1124 35 2100 0.91 1.03 2476 4200 -1724 40 2400 0.82 0.93. 2510 4800 -2290 45 2700 0.74 0.84 2517 5400 -2883 50 3000 0:68 0.77 2544 6000 -3456 55 3300 0.64 0.73 2612 6600 -3988 60 3600 0.61 0.69 2697 7200 - 4503 65 3900 0.60 0.68 2857 7800 -4943 70 4200 0.58 0.66 2959 8400 -5441 75 4500 0.56 0.64 3048 9000 -5952 80 4800 0.53 0.60. 3065 9600 -6535 85 5100 0.52 0.59 3184 10200 - 7016 ~ 90 5400 0.50 0.57 3232 10800 -7568 -95 5700 0.49 0.56 3334 11400 - 8066 100 6000 0.48 0.54 3429 12000 - 8571 105 6300 0.46 0.52 3443 12600 - 9157 110 6600 0.45 0.51 3521 13200 -9679 115 6900 0.43 0.49 3511 13800 -10289 ~ 120 7240 0.41 0.46 3487 14400 -10913 ~ 125 7500 0.40 0.45 3538 15000 -11462 130 7800 0.38 0.43 3490-- 15600 -12110 135 8100 0.36 0.41 3429 16200 -12771 i I 140 8400 0.35 0.40 3453 16800 -1 3347 145 8700 0.33 0.37 3368 17400 - 14032 _ 1 50 9000 0.31 0.35 3269 18000 14731 155 9300 0.30 0.34 3266 18600 -1 5334 ' 160 9600 0.28 0.32 3143 19200 -16057 165 9900 0.26_ 0.29 3007 19800 . -16793 170 10200 0.25 0.28 2977 20400 - 17423 ~ I 175 10500 0.23 0.26 2817 21000 -181 83 180 10800 0. 21 0.24 2643 21600 -18957 185 11 100 0.20 0.23 2585 22200 -1961 5 190 11400 0.18 0.20 2388 22800 -20412 195 11700 0.16 0.18 2177 23400 -21 223 200 12000 0.15 0.17 2092 24000 J--21908 _ 205 12300 0.13 0.15 1857 24600 -22743 210 12600 0.11 0.12 1609 25200 -23591 i ~ - DRAIfVACE POND CALCUI.ATIONS Fiequired grassy swale pond storage_uotume Impenvious Areax .5 in.J 12 irr.Jit. - 557 cu. #t. Grassy swale pond volume provEded = 560 cu. ft. DR4''VVELL REQU1REMENTS - 10 YE4R DESIGN STORM - , Maximum stvrage required by Bovvstring = 850 cu. ft. Number and type of Dryvells Required = 0Single - 2 ❑vuble L ~i . I ~I I- I TIME OF CONCENTRATION (minutes) Tc (overland) Tc (gutter) Areas "C" Ct = 0.15 L2 = 0 0.31 0.90 Z1 = 0 3.42 0.25 L1(A) = 450 Z2 = 0 0.00 0.00 N(A) = 0.4 B= 0 0.00 0.00 S(A) = 0.009 n= 0 0.00 0.00 s = 0 0.00 0.00 _Tc (A) = 13.90 d= 0 0.00 0.00 Total A Comp "C" L1(B) = 80 Tc (gu) = 0.00 3.73 0.30 N(B) = 0.016 Tc(A+B) = 14.68 S(B) = 0.0068 Q=C*I*A= 2.04 Tc (tot. 14.68 Q(est. 0.00 Tc (B) = 0.8 Intensity = 1.80 Tc (total) = Tc (overland) + Tc (gutter) Tc (overiand) = Ct*(L1 *N/S ^ 0.5) ^ 0.6) Ct = 0.15 L1 = Length of Overland Flow N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow . Tc (gutter) = Length (ft.)Nelocity (ft./sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d*B+d ^ 2/2*(Z1 +Z2) Wetted perimeter = B*d+(1/sin(atn(1/Z1))±1/sin(atn(1/Z2))) Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n*R ^ .667*s ^ .5 _ Flow = Velocity*Area . n= 0.016 for asphalt s= longitudinal slope of gutter S,'~ B- , - BOWSTRING METHOD (TEN YEAR ST4RM DESIGN) PROJECT: SLADE DETENTION BASIN DESIGN BASIN: B REVIEWER: MCM NUMBER OF DRYWELLS PROPOSED DATE: 16-Ju1-96 _ 0 Singie (type A) 1 Double (type B) Total Area (calc.) (see H 1) 0.52 Time of Conc. (calc.) (see Hl) 6.33 Composite "C" (calc.) (see H1) 0.56 Time of Conc. (min) 6.33 Area (Acres) 0.52 C' Factor 0.56 Impervious Area (sq. ft.) 12950 Volume Provided 540 Outflow (cfs) 1 Area * C" Factor 0.29 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage I nc. I nc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) _ (#1 *60) (A*C*#3) (4utf.*#2) (#5-#6) 6.33 379.88 2.93 0.86 435 379.88 56 5 300 3.18 0.93 373 300. 73 10 600 2.24- 0.65- 477 600 -123 15 900 1' . 77 ' 0.52 532 * 900 -368 20 1200 1,45 0:42 563 1200 -637 25 1500 1.21 0.35 576 1500 -924 30 1800. 1.04 030 586 1800 -1214 35 2100 0.91 0.27 592 2100 -1508 40. 2400 0.82 0.24 606 2400- -1794 45 2700 0.74 0.22 611 2700 -2089 50 3000 0.68 0.20 621 3000 -2379 55 3300 0.64 0.19 641 3300 - 2659 60 3600 0.61, 0.18 664 3600. -2936 65 3900 0.60 0.18 706 3900 -3194 70 4200 0.58, 0.17 733 4200 -3467 75 4500 0.56 0.16 757 4500 -3743 80 4800 0.53 0.15 763. 4800 - 4037 85 5100 0.52 0.15 794 5100 -4306 90 5400 0.50 0.15 807 5400 -4593 - 95 5700 0.49 0.14 834 5700 -4866 _ 100 6000 0.48. 0.14 859 6000 -5141 105 6300 0.46 0.13 864 6300 - 5436 110 6600 0.45 0.13 884 6600 -5716 115 6900 0.43 0.13 883 6900 -6017 120 7200 0.41 0.12 877 7200 -6323 125 7500 0.40 0.12 891 7500 -6609 130 7800 0.38 0.11. 880 7800 -6920 135 8100 0.36 0.11. 865 8100 - 7235 - 140 8400 0. 35 0.10 872 8400 - 7528 ~ 145 8700 0.33 0.10 851 8700 - 7849 150 9000 0.31 0.09 826 9000 -8174 155 9300 0.30 0.09 826 9300 -8474 , 160 9600 0.28 0.08 795 9600 -8805 165 9900 0.26 0.08 761 9900 -9139 170 10200 0.25 0.07 754 10200 -9446 ' 175 10500 0.23 0.07 714 10500 -9786 180 10800 0.21 0.06 670 10800 -10130 . 185 11100 0.20 0.06 656 11100 -10444 190 11400 0.18 0.05 606 11400 -10794 195 11700 0.16 0.05. 553 11700 -11147 200 12000 0.15 0.04 531 12000 -11469 - 205 12300 0.13 0.04 472 12300 -11828 210 12600 0.11 0.03 409 12600 -12191 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in./ft. = 540 cu. ft. Grassy swale pond volume provided = 540 cu. ft. DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 73 cu. ft. Number and type of Drywells Required = 0 Single , 1 Double , TIME OF CONCENTRATION (minutes) Tc (overland) Tc (gutter) Areas "C" Ct = 0.15 L2 = 0 0.30 0.90 Z1 = 0 0.22 0.10 L1(A) = 60 Z2 = 0 0.00 0.00 N(A) = 0.4 B= 0 0.00 0.00 S(A) = 0.005 n= 0 0.00 0.00 ~ s = 0. 0.00 0.00 Tc (A) = 4.95 d= 0 0.00 0.00 Total A Comp "C" ' L1(B) = 179 Tc (gu) = 0.00 0.52 0.56 N(B) = 0.016 Tc(A+B) = 6.33 _ S(B) = 0.005 Q=C*I*A= 0.86 Tc (tot. 6.33 Q(est. 0.00 Tc (B) = 1.4 Intensity = 2.93 Tc (total) = Tc (overland) + Tc (gutter) Tc (overland) = Ct*(L1 *N/S ^ 0.5) ^ 0.6) Ct = 0.15 L1 = Length of Overiand Flow N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow . Tc (gutter) = Length (ft.)Nelocity.. (ft./sec.)/60 , B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = inverse of cross slope finro of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d*B+d ^ 2/2*(Z1 +Z2) Wetted perimeter = B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n*R ~ .667*s ~ .5 Flow = Velocity*Area . n = 0.016 for asphaft 5= longitudinal slope of gutter- . i ~ + H"RAULICS ~ ; ox-ixm- 2/15/88 US Department of Agriculture Soil Conservation Service DESIGN WORKSHEET ' for Circular Section prepared for TOM SLADE ~ in , SPOKANE COUNTY, WASHINGTON Designer : MCM Checker. Date : 07/16/96 Date 10" PVC IN SWALE A Slope = 0.0050 ft/ft Hydr Radius = 0.25 'n' value = 0.010 Area = 0.41 sq.€t. Capacity = 1.69 cfs Velocity = 4.1 *fps Diameter = 10 in. Depth of f low = 7.0 in.. ,4A NN E/VG . S L.4 DE s l-,'O/er P LA7' MG M 7-145-- 1 NTF RSECT1Oni OF LoNG PD. Si Oc.1VE i-N, iPa,A10 FF FRoM 9A5/N --~«~rWW lo, a s ~~,e ~ s) ~N~gG - S= 3.1~ ►N1H ,2 Clv Y~ srnpM~ N V1 Lli N Vi \ CtJqJLr~I W W ~WWWy~ , WWW A WtL .u Ntn tJ) .t..~ y1 qx io x o, a.~ s ninaz~ ~ R8~8~ S ~7 y ~ As ^NNNNN orooa a • a ~ WIA _(O, G S) ~ ~ ~ OLIVE LANE DITCH Worksheet for Triangular Channel Project Description Project File c:lhaestadlfmwlslade1.fm2 Worksheet CALCULATIONS FOR DITCH ALONG OLIVE LANE Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.045 Channel Slope 0.005000 ft/ft - Left Side Slope 5.000000 H: V Right Side Slope 5.000000 H: V Discharqe 0.52 cfs Results Depth 0.37 ft Flow Area 0.69 ftz Wetted Perimeter 3.79 ft Top Width 3.72 ft Critical Depth 023 ft Critical Slope 0.062113 ft/ft Velocity 0.75 ft/s , Velocity Head 0.01 ft Specific Energy 0.38 ft - Froude Number 0.31 Flow is subcritical. ~ 0724096 FlowMaster v5.13 02:43:47 Haesiad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 i ' T(}M S/,r A 11 r HAH N )ZV <-~/NE- )N r., ~ ~ - C~ ss ac7-i ~ OLl V5- LANE w i..,. u w w • A RL A - Z5 ~X lO = .25C~ ~Z = o. Do 57 a.c.. w~1~ n=s ~.i.:f ~o ~ _ ~Z C = d', 90 I = 3. 1N/y, _ ~ .O ~,~N ~O yr. Eil~v~ ••NNNd /O , =WWW>- =~~~3~~ Q = ~~-90~~3. (0, co s7 o~oz cfS ?St~.hNNN ~-avv^.v a C ~ m J 2 • ~ ~ ~ 31g „ , ~ sEE caLC s tEET 9vEXT . CROSS GUTTER , Worksheet for Triangular Channel , Project Descripfion ~ Project File c:lhaestadlfmwlslade.fm2 Worksheet CROSS GUTTER ' Flow Element Triangular Channel Method Manning's Formula Sofve For Channel DeQth Input Data Mannings Coefficient 0.013 Channel Slope 0.006800 ff/ft Left Side Slope 26.000000 H: V Right Side Slope 26.000000 H: V Discharqe 0.02 cfs Results Depth 0.03 ft Flow Area 0.03 ft2 Wetted Perimeter 1.81 ft ~ - Top Width 1.81 ft Critical Depth 0.03 ft Critical Slope 0.009716 ft/ft Velocity 0.63 ft/s Velocity Head 0.01 ft Specific Energy 0.04 ft Froude Number 0.85 Flow is subcritical. Q6r29M FlowMasier v5.13 04;26:37 Haestad Methods, Inc, 37 Broakside Road Waterbury, CT 06708 (203) 75F'r1666 Page 1 of 1 . 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EGENG I o °a~-~ ~ N ~ m ~~.ui , CALC 2~lhT (7l0~ ~ ~e~~•r ~ : ~ r-- - - - I m N ~ I n ~ ~I~ ~ o ~ n ~ ~ 4~~ Q ~Son- Fnd, os 4°SC I j~ ~,`p', ° ~ a p~u ~ SET 5/8"x3CS' I,Pir ~ ' NNO ~ LJ ~ ~ ~ {cl tWca~ «ESr.eiPrv~ I ~ n w ia~ FL.AT 6: Ci~?i~l`: A ~ ~ . , ~ a~~ 's~ a9.3a ~ I ~ ~ (M~ ~Icosur~~d ~ Be~f9 af Qearing from (P1 . ~ I ~ ~~END ~ yu I • I - ° n o~~ h~~U' v ~ ~ G' ~ CiLLC 2Q6h:T (;JDT SE7) MaR- Fnd. as d°_3Cnbid j• • _ ' o ~b ~ ~t I Gp ~ , 'c r =~,a~ ~,e,~ ~ ~ ~ ~,~vLxoR~ cLRl1FICAlE a rv ti~ q, tir ~ ~ I ~4~ ~ Q~~a Tnfa ~Icp tarx;ly re~rr,ssnka n s~~•+~y~ SET 5J8"x30' I,Pin .f Cap LS 23622 LEG4L RESCi21Pr01; . ti?,y ' b n~ n. y p p tht ~`~.'~+'ey~Rrcording A k~~~ih4~Rv~ FLAT D: CM1N- AbLw_ i{7 CPEDI dCFiFS Btrok 'S' P9.34 _ i.leasvrLA - ~ h~ 0 I a ~crry l~n+w in be<„ i5°4 6 ~ ~'°~5 ~a~ • C~a~ ~f aearlttp frorry {Ir'~ ~ ~ ~1 59~~6'po'E $ SH9 56'4o'E 583 56'~'E ~ms~ ~ w _ .T - - - - - - ~ ~ - _ ~ ~ - - ~ - ~ CrrEl+lecie ~ 2±s~2a'~ 2fs.ea~ ~{FPr,~ ~ . 249.8~6' ~ . I , +~ia£ ~z ,~n,l~ { ' I i I ~ko,~~~ . ~ "~c ~ I I i. ~ ~ I I F L E ~ ~ ~ ~ , j: y re~rrsel5kd C! sur•rry mcdt by me G:-r - - °tion, In cort;artnance with ihm rsQellt;nep+ka ~ ~ .ording As4 al i1+4 R9qtaeSi 44 ~ i ~ EauiP~~~nr nr,o FROCEnuftfs I. ~ i ' A 14" lu'oi S..tlan wllh n Sld. bs;. .~rnsa.l+~StJiR:s[. ~II.~ ' • ' . CerElfleete No. I, . I ° ~ W . $ N f d~ j ond o PPla P~eC. uf 3 wcre ua5d fp I c~i y ~ , r.~ W vi N p HodioE Pra~~au~m norn ~s~d .h1ch r n I•° p 4 tl r. t 4 r 4 C l a s r o o i c r l f i~ n 1' S,{ F G O na r~a r~o 4 I ~ n ~ z T I 1 +~v ~ ~ a o ~k v +5 R e 14 _ ~ I ~ ~ ~ ~ ~ I i I AU~{TOR'S CLIii~FICF~yE ] ~ / f9ec ~or FcsarC this ( -COl a~ ~I ~?Y u I f ,Q,~.J.li}+* ~f f'^4 T 3 ~ ~~7af.~ a1 pcga~ ~I tie rrques; o! ~ G~ r " ^'.R^ I~dP : ~ • ' ~ ~ , I ~ o ~ + i ` -k ! •4 tr`~ ' ~`C~ ~ 3 } i..1 ' p . 4 $ Ah:[5 PROCEDUl2F5 " I D6NAr4~"~ EASEt!F.~~T onb s~' i.' Gau~ty Av " ti,y ~ PEH ~NSi. 655729C y y~ i ks fa.pQ'fft .`i.<5'uf E,aO'ef 104'a~ LC1T 13 o ~ .~l ~ w . I ?4r{ 4 , ~~ay t,~~, ~ ~ sd~er i c~ ti E aA ee. af 3 wcre ugj4d fpr meaaury/y}4ntJ w!~.. ...w.li.r. ' ~ ~ _ ~ 2~19.8~- .e - ' - - 2~.at' ai I ~ _Y-~-- - ~ - Ti~E SI~~ ~ _ ~ ~ - ~ ~ ~ - ~ ~ - ~ f _ ~ i s~c~r~o~~ fs,~ ~ ~n ~ • i ~ I~ ~p . ~ ; 2S' ~6 Uc~'r, aF N~vi~wnt4 pER.or~fr fi~a~s931 Rrp, i iP_ Pe. m -i ~~4. ~?CC. €]r.3a 5?af,4id:. CDL r-- _ ~ _ . ~ _ _ _ _ _ _ s~ - - • - - - - ~xcfPr, a~sT, '~o ~rrt. ' - - r ~ ~ - ~ T ~ °OLE 7l.1'1~'F PS ~,f~~{ ~~RT~C _ L , ~ C I~ ~ ~ l ~ ~ ~ r ~ ~ , ~Q.zy ~ z s~, i. 1.l~h➢ Sl1R~ E 1 ~ ~ 0 E. zsz~.a 1€i I~iv • r~, is ~i,ss~LC ~v~ _ _ _ _..~,T ? i ~ , , P,~J. I~~rx ~r ~IS: a~~ FItE4r ~ ~ ~ Fr+P~~Pn55 CJf' LiOW ` - - - - n..~ -m.' ~ r ~ N sY➢~' ~ ~ ~ PeF L0, RCC. ~~BG ~~l~`~' ts"~]B) ~7' 1 i~ } oi I1 ~?g}~ gl~~•~.i. Fl b4~0is _ ~ f - ~ ~i Gou'rty ASrdi.ur ~ SriEET 1 9, UAj-, l7EC, 1491 7-R'kd.;)23 ~ . ~ li~~ S1~f i}`~S"f+ 1 fq- SECTION 1$.T.25iq„PN, ~`+5E..V:.1" ~ COUNT'y. ~ ~ T ,L~ 47_ , 99 0- ~ 7 . . oC. ~ . j, U . . 1, 0 ~ C2•~ ~ ~-o-5 ~ • f.~~-- C5, 7~ - 3, -75 ~ ( 5 S o ~ ~ . -75 ~ ; • ' ~ SP6KdNc CCUNTY EN6:742-353 DE?ARTMEUi OF PUBLIC WORKS PA6E 165 ~ 68/:1/96 INTERiM SFLLiPIG REPORT DFPAR?MP-NT (FUbID): 110 COUNTY ROA7 OUN7 ~ A C C C U V i-- =XPEN]ItURr SCUrC= ?ATCH ?RG.0PT.953.EL903JT PROJ dCi DiSi CUSi =iMPI-EQUi?-MAiI-VN5R RAT;= UN?T CFY 4M!:UVT LA'tc BATCH Gi.C 000•201.519•99.2501 S?:021 4917 4 110 Ht'MMWI .CGG/ .OC 4.74 07/26/96 tR3725 OCCO41 ~ 0C0.201.519.99.2501 SP2021 4917 0 110 LENNPA •OOC/ .OC 7.2C 07/24/9E TR3724 OC04G? T77AL CbJECT ~ 000 11.94 ~ iQTAL 4CTIV:TY rM 1.:0 4 2.~: TOTAL 945U8 v~Y 1.-0 42.82 l,~J ~ TO?AL AROJECT 1.50 42.22 ! ( 000.201.5?9-99•1101 5P1026 4917 0 1:0 HEMMWI 249234/Hn 0=0 12.I5 08/05/96 TR380E GCOOCI ~ TJTAL 03JECT v ..0 ?2.15 000.201.519•99.2500 SP1026 491' 0 110 '-iE"4MW1 .000 .OC .05 08/06/96 TR380E QCOOQI 1 TOTAL 03JECT = .00 004 0009201.5I5.999250I SP1026 4917 0 110 HElNMWI .OOG/ .Or 4•74 08/C6/9E TR380E 4C0001 ~ TOTRL OBJECT ~r .09 4.74 f 1'014' / , ~ - ~o - • TOTAI ACTIV?TY .50 10..8 ~ S ' TOTAI BASUB =~v •50 16.98 J TOTAL P~iOJECT =YYY .50 16.92 ~ 000.201.519•99.1101 SP1028 4917 0 110 LENNPA • 13.451/NR 1000 18.46 07/23/96 TR3723 OOQ4C1 000.201.519.99•1101 SP1028 4917 0 114 IENNPA 18.451/NR 1000 18*46 07/26/96 TR372E OOOCCI • • TOTAL OBJECT - 2•00 36.92 000.201.519.99.2500 SP1028 4917 0 110 IENNPA .000 .00 .18 07/26/96 TR3726 000001 000.201.519.99.2300 SP1028 4917 0 110 LENN°A .040 .CO .18 07/23/96 T23723 OaGOQl ~ TOTAL OBJEtT - .00 .36 000.201.519.9992501 SP1028 4917 0 110 LENNPA 0000/ .00 7.2G 07/23/96 TR3723 000001 ~ 000.2C19519.99.2501 SP1028 4917 0 110 LEUNPA •OGO/ .00 7•20 07/26/9E TR372E OC4GO1 TOTAL 03JECT ~ .uC 14•40 ! iQTAL ACTIVITY r~ 2.00 51068 I ~ ~ saOKavE LQUtiTY cNc:«2-:-3 DcPAR7ME~UT OF °UBLZC WORK: rAGc 157 ~ 10f61/96 FNTERIti1 ?iLLING R:?ORT DEP4R7MENT (FUND): 214 COUNTY RCAD fUND ~ AC C 0 U V T-- tic?cNIT 1 URt SOURC= BATCH PRC. DP i.B5e.,;:l.QBJ i ? n C J aC iDZa i CUS i ch1Pl-G4UiP-kAi L-VNDP R= iE UNT? CTY j: I•10 U1T up i E 3N TC}- rCC ~ 0O0.20i.519.99.2501 SP11'j1= 4933 0 110 r'RANnP .OCO/ .GG ?O.C-- 09/1G19E TR351C CCCO0? TCTAI QEJECt . •ec IO.C•.i ' 72Tal ACT:viiY •?.CC 3~.;? •r 'LT;L 2ASU3 . i.00 ~ TOTAL ?ROJEC+ ~•~YY 100C :5.?~ ~ 00l;.201._`19.°Q.1101 501028 97'7 0 lIG 3ER?L'A CS3= ?1.15C/F?R 2.~C 52•SC 43/22/96 7R3822 'JOGOC? ~ TJTAL C5JECi " 20:C :2.SO 000.201.519.99.2540 SP1023 97i7 0 ??o 3tRTDp CS3= .GCu OC •45 08/2c/95 TR:E2c OGQGGI ~ TQT4L QBJEC7 Y .00 .45 000.201.519999.2501 SP1023 4777 0 110 9laRTDA CS35 .OOC/ *00 20•63 03/22/95 TR3822 0000C1 ~ T0 TAL L OaJF-CT t .CO 2C.63 000.201.519.99.9502 SP1028 9777 0 110 BERTuA C53< <.37-0/Hn 2.`_0 5.82 08/22/96 TR3822 CGOOfll , TO'AL OEJECT 2.~0 5.22 TOTAL ACTIUITY 5000 79.80 f7Y _ g7 79 ~ TOTAI. BASUB 5000 79.80 h ~ ~ TOTAL PRQJECT `.OG 79.80 ~ 000.201.519.99.1101 SP2070 49?7 0 110 LENNPA 20.124/HR 1.Q0 20.13 09/04/95 TR35C4 000002 TQTAL OPJECT ~ 1000 20.13 ~ 000.201•519.9992500 SP1070 4917 Q ?10 IENNPA .000 CQ .I3 09/04/95 iR39C4 OCOG0: TOTaL 08JECT Y .GC 0:8 0 000.201.519.99.2501 SP1070 4917 0 110 IENNPA .OG0/ .00 7.25 09/C4/96 TR3904 00C001 TOTAL OBJFCT Y •06 7.85 ~ TQTAL ALTIV?TY ,v 1.00 23•16 f Z;',jI.hl'.: ~uUi'ulY LlVU;.ftG-~f ~ DEPARTMEfVT 0F PUELIC WORKS PAGE 167 0E/31/95 1NTrRIM 3ILLING REPORT ~ D_PpRTM:NT (FUND): 110 COUNTY ROAD FUND 0 C C 0 U N T-- EXPEND:TURc SOURCE BATCH ~ PRG.DPT.BSB.EI.OBJT PROJ ACT DIST CUST EM?L-cQUIP-MATL-VNDR RAtE UNIT Q?Y AMDUNT DATE ERTCF! DOC , 000.201.519.99.1101 SP1028 9777 0 110 RrRTDA C535 19.396/HR 1.50 29910 08/05/96 Tn3807 000001 t TOTAL OBJECT - 1.50 29.10 000.2019519.99.2500 5?1028 9777 0 110 BERTLF C535 0000 .00 .27 08105/46 TR3905 CGGOCI M TOTAL QBJECT - 000 .27 000.201.514.99•2501 SP1028 9777 0 110 9ERTDR C535 .000/ .00 • 11.35 08/05/96 'R3805 OOOOGI ` TOTAL QBJECT = .00 11035 000.201.519.59.9542 SP1028 9771 0 110 BERTDA C535 2«330/HR 1050 3.49 08/05/96 7R3805 OC0001 ` TOTAL OBJECT ~ 1.50 3.49 TOTAL ACT_TVITY 3•00 44.21 rC. TOTAL BASUB 5004 95.89 ' TOTAL PROJcCT ~•v; v 5000 95.89 ~ 000.201.519.99.1101 SP1044 4917 0 110 LENAIPA 20.?2°/HR 1.00 20.13 08/13/90' TR3813 000001 TOTAL OBJcCT ~ 1000 20.13 a 000.201.529.99.2500 SP1044 4917 0 110 LtNNPA .OOG •OQ .18 08/13/95 TR3813 OOOCOI TOTAL O3JECT Y .00 018 ~ 006.201.5:9•99.2501 5P1444 4917 Q I1G LENAIPA' .OGC/ .0-.' 7.8q OA/13/9E 7r3el? OCGGCI TG3AL OBJECT ~ .QO 7.85 ~ TOTAL ACT.VITY ,Y 1000 28.1E 000.201.519.99.1101 S?1044 9777 0 110 HAMBHD 1676 i8o637/hR 2•00 37-28 07/25/96 TR1725 GGOCCI 000.201.71999G.1101 501044 S777 0 '_14 4AM?Nr 18•537/HR 2.CC 37.28 011/25/5E TR1725 000401 ~ iQTAL OBJECT Y 4.00 '74.56 000•201.519995.2540 SP1044 9777 0 ?10 iiAM3HQ .OGC •OG 1.81 07/25/96 iR172_ 0O0001 ~ 000.201.:29945.2500 SPI044 977' 0 I1J HAMBHG 167E .QCC .00 1981 07/2519E TR1725 000001 iGTAL OBJEC7 ~ .00 3•E2 ~ ~ • ~Dn-Y,+;UE CGUNTY cNGi742-?' DE°AR".MENT Qr °UBLIC WORK: =AGc 1=. TPIi,RIM °,.ILiNG rEPORi 7EPART"1r-11T (c{J^i7?: 11G COUnlTY '~O-IC =UN'J u'' r C U V i `XP:iV::TU;%_ 4ZJURCC 3 CTCa '+~G•~P'•35P.cL.^?J~ ?~~J ACT .,:5' C!'ST =~+Pl-E:,U:F-MNTL-Vi1Dh ~QT~ UNiT ~iY ~Mr~UN~ 'Fi~ ?JiCH DCC 004.2C?.519.9--.11G1 SP1C28 4':i7 0 ?10 ?yRPED =5.7ZC/HR :C ?--.BE G7/C2/=5 Tic37CE OC0001 TOTAL 03JcCi ~ •`.C 12.3c • CGC.2'i?.=i9.??.:SGC' 5 P1023 _:G ?AR R:;, i.GC •CG C7/Cc/=~ in~1G3 ~CCCC? TCTAIL C?JEC i Y .'.C •CI? 000.<<:,1.Si9.'~9.2=01 Sr'+JZ& 4917 J :10 APF.cD 03CG/ •i.C 5.C2 01/G8/96 'R3706 OGOCGI TOTAL u?J:CT Y CC :0 C2 'Ci,L ai.TiV:iY .=C 17957 CGO.2G1•:19.99,1101 ca1023 4565 n ,?G r'4RR~D 25.7e1/hR .2~ E.43 07/1_/96 iz~7i5 OGGQCi . TOTAL 03JECT Y •2`_ 6.43 OOC.201.719.49•2500 SP1023 4565 0 110 °ARRE7 •CuG .Cc C` 0i/1:/96 7?3715 OCOCOI TOTAL flBJFtT M .GO .OS 000.201.:19.3992501 SP1029 49E5 0 ?1C PArcRE"u .OGO/ .GG 2.51 07/!`/96 TR3i15 OOOGOI TOTAL 0?JEtT ~ .CG 2.51 /-Ivy iOTAL ACTIVITY .Z` 8.95 TO'FL EASUB .7_ 25.56 TOTaL PRdJECT 075 -~5.Ct / 000.2010519099.1101 SP1044 4957 Q 11C °AFRED 25 •720/HiZ .75 19.29 07/1=/9E iR3715 OC0001 TOTAL pBJECT r .7~ 19029 004.201.5I9.99.2500 Sr'1044 495-t 0 110 P,ARRED •OCO .CC 014 07/15/06 iR3715 CCn001 TC1Al OBJcCT ~ .CC .I4 000.201.319.99.2551 SP1044 4957 C liC PARRED .OGC/ .C%j i.`_Z 07/15/S6 TR3715 OC0001 TOTAL OBJECT ~ .OC 7.!52 TCTAL ACTiV:TY .7E 26.95: ~ DEFAnTMcNT QF PU3!IC 4!Q~KS F~~: 374 ~6/Z8/95 ?NTc~IM BILIiNG REPO~i • DEF?~TMCA~~ (FU~?)t ?i0 CQUP!~Y aOAC ~U~D ' - 4 C C C~ U A' t-- ~Xp_Nl1IIUt~.' JOU~t= ~'FTC!{ ~ FRG.nPr.BS"r.rL.~?JT ??~J aC~ ~I:T tU57 rN~PL-zOU:P-~M47L-VNi?ic RA+c UP~~~T CTY AN~OU~T ~A7c 9FTCH ~CC OOQ.20?.=?5.°9.2=ti;0 RLR 5716 0 1?4 HGDGP~ •OGG .CO •?E G6/15/S6 TR~E?~ OGOOCI CQC.Z~1.51~.5~•250G °L° 9tlo 0 '?0 HODG'c .fJC'0 .OG ?.GS 06/~C/y6 TR3b~C OCOOCI iCTRL QEJcCi ~ .GC 2.OC OGC.201.51~.?5.2~U1 RLR °77.5 0 110 HOD~Pc ' .G~C/ .OC '_`.1? ~c/:8/~b T~3b18 CCCOCI ~ OOC.2^1.~?S.°9.%~~1 P.L~ °716 0 1'sa 1~~?Dt~~ .C~C'/ .OG ~=•E~ ('E/?7/9c TP?E17 CCOOCI OOC.ZQ1._`i°.°S•c'~0' KL~2 57?5 G 11~J HCDG~= .OOG/ .C~~ 45.~F Cb/~0/SE iR3E~0 GOCOfil TOiAL OBJECT .C'G 6~•~0 ~ TOTAL ACTIU?TY Mr 1?•OC i98.5: TOTAI 3ASUfl . 14•GC 2eCQ~.54 ~ TOTAL Pr'.CJECT ~`•~"T 14•C~C Z~OC'S.54 Of~G.202•51°.°9.11C1 ~a1GU5 491i C~ i10 HcM,~Sl~i 2~.°b7/H~ .2` 6.~G 06/:7/96 Tk3b17 OOOOC2 ~ ~OTAL OEJ~Ci ~ o.SC 000.2n?•Si~.~9.?.~CC 5??OC` 491; 0 1:U HcN~!k~i .~OG .C~C •0° OE/li/9b in3c17 O6C001 ~ ~~TfiL C9JcCT , .GC~ .C~ OG0.2C2.5:4.G~.2=C1 SP10(1`. 4917 C ~IO 4~"!'kI .OGO/ •GC 2•`•~ ~5/17/9b TF3E17 OOOOCI ~ iCi?L CEJ:~T ~ •Q~ 2•~'- f /0 ~ ,_'~L ACiiU:FY •2-` `•Q~ ~-,si - 9 9y ~ , _ -LC~~=~ ~=.~U~ `i~s. ! ~G. , ? r~c,_T . :.0 OOC~C.~~~:.^~Cfi..~ ~ J 1:C 'L~1~ 1.' ~.G 'niti::~ LL~CLCIr', ~~ll. -..~~C l~S~~~I'~ ik~~1G COCGG~ _ ~L .7~t~7 ~ 1~C~ GL~`.G ~ OGC._G:~:_~•c~.~~~~ ."?C~ 4°.' ^ .lt~ '~r;?=~ .CCC .CC CS/~C/5E T~?5:G QQOGCI T~~.aL ~~BJr{- ~ .CC ~ OCC.2,~.'_=•~~•-=C' 4~1~ C __0 ?4~r.__ .i:C.C/ .CG 5•~4 C~/:L/'^c ~~~~1C CCOOC4 ' ,~-a! ~~J=.i , S.~; 1~~~~ ~,~~y E 'C~'^! ;~i:'J?iY . , i.CG ;,~•~4 ~ ~ L 'J ' iv-~L ~b_U' 1,{r ~~,~q ' ~/~~r/C~ ~ ~Y~ ~?l_J=r- i•C~ _::.CS ~ ~ sPoKaNE cauriTY rNG1742-17- DEPARTMENT flF PUBLIC WORKS PAGc 1E4 ~ 05/01/96 INTERIM BILLING Rc-FORT Dcc4a T M_N7 ( =U,"Ju) : 11C :OUPoTY ROAD FiJP:D ~ ~ C C 7 UN 7-- :X°G~J'ITURP SOURCE ?AiCH r'RG•9°i•.°.Sd.EL.OBJ; ?ROJ 4CT rISi CUST =MPL-=_dUi°-MAT!-UND4 RATc Uj%'iT 4iY AMOUPJT vATc 3QTC1- CCC ~ dCC.201.519.9992500 SP10?c 4933 0 :1Q PARRcJ .OdG .CC •lk 05/1E/96 TR351E 000001 TOTaL 09JcCi ~ .CC .14 s GCC.2J1.~~S.Sa.2~~? c~1J1= 4?=: 0 11G ?A?RcD .CCG/ .CC 6.7C 05/I6/9E T?351E CCCCtl T07AL C3JECT ~ .QC b.7C T/G , ~ TOTAL PCTIVITY ~Y . i5 24.0: ~ z i° :2l y~ TuTA! ?asu3 ,.M. .75 -7,~.0 : ~3 A' ~ r ~ ~ TOTAI PP.OJECT rMY% 975 24•0: ° COG.i01.519.9?.1101 SP1023 4417 0 110 LENNPo i9.771/HR !.G(} 19.74 04/20/96 iR34:0 CCOOOI 004.201.529.49.1101 SP1028 4917 0 110 PA,RRED 22.92G/HR 075 17919 04/30/9E TR34?0 CCCCCI • TDTAI CBJECT - I.7_ 36.53 OCC.20I.519.99.2500 SP1023 4917 0 110 lEh'NPA .000 .GG .Ia 44/70/9E TR343C OGCOGI ~ 000•201.519.99.2500 SP1028 4917 0 110 PARRED .ceo .GG .14 04/-i0/96 TR3430 CCOOGI TOiAL 03JECT Y .00 .?Z ~ 000.201.519.99.2501 SP1028 4917 0 110 LENNPA .000/ .CO 7.70 04/7C/96 TR3430 OQCGOI 000.201.519.99.2301 SP1028 4917 0 110 PARRED .000/ .00 6.70 04/30/9E TR3430 OQGOGI TGTAL OBJECT Y .GC 14.40 4 16fio;7 ~ TOTAL ACTiVITY ~M 1.75 510E5 4J/-/7 TOTAL BASUB ~rv 1.7F G1.6c . ,Zy TOTAL PROJECT 1.15 5 106 5 00094-019519.99.1I01 Sr'103' 9777 0 110 BER;DA C53: 19.731/HR 2.OC 39.47 04/29/96 TR3429 COOGCI ~ TOTAL 09JECT Y 2.OC 39047 000.201.519.99.2504 SP1037 9777 0 110 3ERTOA C5-75 .0(l0 .CO .36 04/29/9E Tn3429 OOGCCI ~ TaTAL QSJECT ~ .OC .36 000.201.519.99.25501 5P1037 9777 0 22Q BERTDQ C535 .004/ .CO 15.39 04/29/9E TR3429 aCG00I ~ TOTAL CBJECT ~ .dC 15939 ~ , DcFARTMFNT QF PUBLIC WORKS • • C;/2fl/o6 ?NTE4iM BZLIING REPGAi ~ DEr'ARTFicNT (=U?1D): 110 COUNTY 9.0AD ^UND - o C C C U N i-- =XA:1~DT_TURE SCURCE °pTCh ?R6.t1°T.35?•:.L.03J" P30J A.Ci D's5i CUST thiPl.-c-QUIP-MAiL-VND? RRiE UN?T OTY aMOU(iT EPTE PA7Ch COC • 000.201.c-'_9.99•?1Q? SPio?$ 4946 0 110 PAR~IED 22•92G/HR 1.25 28.E5 G3/12/96 TR3312 QOQOCI ~ ~ TOTAL CBJECT t, 102`_ 28065 S?1028 4546 4 Zlf. PARPrD •OOC •CC •23 03/12/5E TR3322 CcOCC1 ~ ;OTaL GBJEtT Y .GC •2: 000•202.=.9.9P.2501 5?I02e 4946 0 110 ?AR?E6 .OOC/ .C4 11.17 03/12/96 iP.33:2 OCOOCI ~ TCTQL OBJECT GC • l1.11 TOTAL ACTIVITY ~Y 1•25 40•C5 SASUB Vv~ 1.Z5 40.05 TOTAL TO?.4l FRGJcCT "~YY 1.25 40•0` • 0'J^.2t`1.~?a.9~.:?0? 5'1039 9777 0 11C SC'ninQ 21.704/NR 'e.CG 43.41 03/G1/9E 7R3301 COOGCI ',pTAt QBJECT "z.GC 43.41 ~ OOC .e'n:.~l?;4", SP'tC38 °c ??G 3eRi-EH .CCC .CO •?E 03/C2/96 7R3341 Cd006I S TOTAL QBJECT - •cC 0 36 000.7^?.ci~z.°S025".: 5*1033 9-1'7 0 1?0 ?iEP,"-,A •OGC/ .CC 16.93 03/0I/56 TR3301 GCOCGI v /C c TCTpL OBJ;CT OC t ?6•;- i C7 : 77 l:T?V:TY EC.?C c _ 'C'~"t EA5U?' , 2•C: 60.7C 2•Cc Ec.7r 7 4• - , 459 C'Z/1=/"A 7F3_1~ CLOOC! ! TOTAL 2:J:C; Y 205C ~C3 /~I~r •21~~, -ic • :c• 3=0~ - = G =c G 3-'T..n =53T .C''C .CC •L_` C?/:=/cc ir~33?5 CCQQC1 ~ l'4/i. ~f J ~ T'JT4L "BJ:Ci ~ •CC OfC.~'.._.. .=0•;=~: .CGC/ t: C~/:5/`.E TP3315 CCOQG2 ~ T,; TA;. C;.JcC" • •C:. 15• e"4 • . 1 t S P O K A N E C O U N T Y DEPARTMENT OF BUILDING AND PLANNING • A DIV[SION OF THE PUBLIC WORKS DEPARTMEINT JAMES L. MAVSON, C.B.0, DIRECTOR DENNIS M. SCOTI', P.E., DIRECTOR RECEIVED_ It ~ I VED A U G3 1 i996 -A UL 1596 . Cou~txy Engineet~~ ~ngb ~eerrt{~ TO: Spokane County Division of Engineering and Roads, Pat Harper Spokane County Division of Utilities, Jim Red Spokane County Health District, Steve Holderby Spokane County Fire District No. 1 Consolidated Irrigation District # 19 Central Valley School District , FROM: J. Todd, Planner DATE. August 20, 1996 SUBJECT: Proposed Final Short Plat SP-1028-95 Please review the attached proposed final short plat and forward any comments by August 26, 1996. If you have any questions regarding this plat, you may contact me at 456-2205. Enclosures Copy without enclosures to: Tom Slade David Evans & Associates KMS-SP-966-94 FINAL SP MEMO 1026 WEST BROADWAY AVEWE • SPOKANE, WASHINGTON 99260 BvltDliNG PxoNE: (509) 456-3675 • FAx: (509) 456-4703 PLANNtNG PxoiNE: (509) 456-2205 • FAx: (509) 456-2243 TDD: (509) 324-3166 . , . TRANSAMERICA TITLE INSUFtANCE COMPANY NORTH 7 2 O ARGONNE S POICANE , WASHINGTON 99212 Prepared for: TOM SLADE Order No.: SH198014 4404 146TH PLACE N.E. BELLEWE, WA 98007 cc: Spokane County Planning cc: Spokane County Engineers cc: Dunsmore Land Surveyors SECOND } ~~~~~vr.D . P L A T C E R T I F I C A T E , ' MAR 2 2 1996 Effective Date: March 13, 1996 at 8:00 a.m. Certificate for filing Plat of : SPOKANfi COIlNTY ENGINEER~ SP-1028-95 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: Lot 1 in Block 17 of CORBIN ADDITION TO GREENACRES as per plat thereof recorded in Volume "S" of Plats, Page 30; EXCEPT the South 4 1/2 feet thereof; Situate in the County of Spokane, State of Washington. VESTED IN: LEON W. SLADE and MARY S. SLADE, as Co-Trustees of the LEON W. SLADE , and MARY S. SLADE TRUST. EXCEPTIONS: l. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 55183.0501. Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future assessments by Consolidated Irrigation District No. 19. Page 1 of 3 . , . Order No. SH198014 3. Liability to future charges by Spokane County for Storm Water service. 4. AGREEMENT AND T'HE TERMS AND CONDITIONS THEREOF: BETWEEN: Spokane Valley Farms Company, a corporation AND: Community Service Company, a corporation DATED: July 5, 1923 RECORDED: November 10, 1923, In Book "X" of Contracts, page 282 RECORDING NO.: 733599 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.: and providing for lien for unpaid charges for such service 5. Restrictions imposed by instrument recorded on March 7, 1926, under Recording No. 930871, as follows: That all buildings built on Lots 17 to 34 inclusive in Block 12, and Lots 24 to 46 inclusive in Block 15, shall be construct of brick or fire-proof material. No property sold in Corbin Addition to Greenacres shall be used for business purpose of any kind prior to January 1, 1929, except the property specified in Paragraph 1 preceding and except Lots 1 to 10 inclusive in Block 12, Lots 1 to 10 inclusive in Block 15 and Lots 1 to 23 inclusive in Block 23, provided however, that this shall not prevent the owner of any tract of land in said Addition from selling the products raised by such owner on said tract. No dwelling shall be erected or permitted to remain on said land of less cost than $1, 500 . 00; however a temporary house may be built and used for not to exceed two years. All buildings must be painted or stained. At least one-half of said land shall be improved within two years from date of purchase. Page 2 of 3 , . Order No. SH198014 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GR.ANTEE: The United States of America, its successors and assigns PUR.POSE: To construct, reconstruct, operate and maintain an irrigation turnout and appurtenances AREA AFFECTED : East 20 f eet of South 20 f eet of North 273 feet of Lot 1, Block 17, of said Addn. RECORDED: November 24, 1964 RECORDING NO.: 65679C 7. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. END OF EXCEPTIONS a TRANSAMERICA TKTLE<INSURANCE COMPANY BY For-service on this order call: (509) 922-2222 (FAX) 926-1519 Sean Heath, Title Officer sc/pds Page 3 of 3 v ' za :-Sc ~ I . ~ 5 6 r ~ - 93 ! p ~ ~ E " , ~ i ~ ' ~ % ~ . . ~ ~..w . I i lr"_r I~~s~!~+.~,~,cP caMrM.' . . ~ i~ir J ~ 1 ~ _ . ..~~L'.;1~' ~";..~i~-t~'~i•:lC~:''~it;.^:S~C~I:':+"!'~~1:i~~i,~Yj e4 ~ -~m;,'^, rr•; ~~';r+..:..'S, ' ~ ; ~ ~ ' ~ ; ~ , ~ . ,.s. ~;f' j . ' , ~ ~ • . ~ ~''f ;.c~ f~~• . i1:t" ~ ~.i ~ ~ ~ , i • f ~ ~ J • ~ oo/ ~ , ~ • I J4 , v I . . _ - ~ t ` " i _ r i ! I ~ ~ i - ~ ~ ~ ~ _ _i . _ . ~ _ \ - - ~ -Q - - , ~ r- - . ; ~ , . _ ~ ~ ~ . ~ ~ ~v ~ ~ ~ ~ ' ~ ~ • - ~ ( ~ ~ ~ . ~ ~ ' I 1 ~ ~ , s•-i • ' ~ j e~ ~ O , . . TRANSAMERICA TITLE INSURANCE COMPANY NORTx 7 2 O AtGONNE SPOKANE, WASHINGTOIV 99212 Prepared ior: TOM SLADE Order No.: SH198014 4404 146TH PLACE N.E. BELLEVTJE, WA 98007 cc: Spokane County Planning cc: Spokane County Engineers cc: Dunsmore Land Surveyors P L A T C E R T I F I C A T E Effective Date: November 28, 1995 at 8:00 a.m. Certif icate for f iling Plat of : SP-1028-95 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: Lot 1 in Block 17 of CORBIN ADDITION TO GREENACRES as per plat thereof recorded in Volume "S" of Plats, Page 30; Situate in the County of Spokane, State of Washington. VESTED IN: ILEON W. SLADE and MARY S. SLADE, as Co-Trustees of the LEON W. SLADE and MARY S. SLADE TRUST. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 55183.0501. Parcel numbers are provided from thz latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record there-JEor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future assessments by Consolidated Irrigation District No. 19. Page 1 oi 3 Order No. SH198014 3. Liability to future charges by Spokane County for Storm Water service. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Spokane Valley Farms Company, a corporation p,ND: Community Service Company, a corporation DATED: July 5, 1923 RECORDED: November 10, 1923, In Book "X" of Contracts, page 282 RECORDING NO.: 733599 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.: and providing for lien for unpaid charges for such service 5. Restrictions imposed by instrument recorded on March 7, 1926, under Recording No. 930871, as follows: That all buildings built on Lots 17 to 34 inclusive in Block 12, and Lots 24 to 46 inclusive in Block 15, shall be construct of brick or fire-proof material. No property sold in Corbin Addition to Greenacres shall be used for business purpose of any kind prior to January l, 1929, except the property specified in Paragraph 1 preceding and except Lots 1 to 10 inclusive in Block 12, Lots 1 to 10 inclusive in Block 15 and Lots 1 to 23 inclusive in Block 23, provided however, that this shall not prevent the owner of any tract of land in said Addition from selling the , products raised by such owner on said tract. No dwelling shall be erected or permitted to remain on said land of less cost than $1, 500 . 00; however a temporary house may be built and used for not to exceed two years. All buildings must be painted or stained. At least one-half of said land shall be improved within two years from date of purchase. 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The United States of America, its successors and assigns PURPOSE: To construct, reconstruct, operate and maintain an irrigation turnout and appurtenances AREA AFFECTED: East 20 feet of South 20 feet of North 273 feet of Lot 1, Block 17, of said Addn. RECORDED: November 24, 1964 RECORDING NO.: 65679C Page 2 of 3 Order No. SH198014 7. DEED OF TRUST AND THE TERy1S AND CONDITTONS THEREOF: GRANTOR: Leon W. Slade and Mary S. Slade, husband and wi f e TRUSTEE: Transamerica Title Insurance Company BEIVEFICIARY: Goldome , a New York State Savings Bank ORIGINAL AMOLTNT: $51,200.00 DATED: RECORDED: November 20, 1989 RECORDING NO.: 8911200007 Investigation should be made to determine the present balance owed by contacting the appropriate lender/agency/individual. SUCCESSIVE ASSIGNMENTS OF DEED OF TRUST: LAST ASSIGNEE: Manufacturers and Traders Trust Company, a New York Banking Corporation RECORDED: March 15, 1993 RECORDING NO.: 9303150159 8. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verizy, call 458-2538. In order to make payment, account number is necessary. END OF EXCEPTIONS TRANSAMERICA TIT E INSUFZANCE COMPAY BY For service on this order call: (509) 922-2222 (FAX) 926-1519 Sean Heath, Title Officer sc Page 3 of 3 . . • Rr GI I,JHO r,~~ioEn • . . ~ _ . 0~13pp~,.8 FitEt~ . 92 . ~ ~ RE0';' -1 ' • when recordod, return to JUL 13 8 39 Ai) T NermAn, ttorman 6 Jolley, PS : I . B. 12340 Velleywny w~~ ' ' ~.-Spokane, WA 99216 ~ ~ SM:,r•. b C.~"'~~ QOZT CLAZli DHBD . TME GRANTOR, LEON W. BLADE and HNtY S. BLADE, husband and wife; for and in consideration of the establishment of trust corpus, conveys and quit claims to LEON A. SLADE and H11RY B. SLADE as co-trustees ot the LEON W. SLADE and MARY B. SLADE TRUST, the following described zeal estate, situated in the County of Spokane, ' State of Washington, together with all after acquired title of the " Grantor therein: Lot _3 _.,81ock 17, Corbin Addi tion to Greenacres, Spokane County, weshington. . ~ . y ; Dated this ~ day of qL t- n L• , 1992. • • . I{EON W. BLADE 9200010768 / . , • ~ ucne lax Perd on Sale Am1. Pd. 91747 6~~~--' / ' c • ,~~f , ~ ~~~0 0 E "SKff" CHIleBIG , j , • • S;xJr.ane rrty Tre.k • MARY 8.' BLADE ~ ~ STATE aP WASNINCTON ~ COUNTY OP SPOKANE ) Y.~ I , On thie ~ day of kTil 1992, before me, the nndereigned Notary Public, rn and for eaid Stat , pereonally appeared LeOH N. SLADE end HARY S. • , SLADE, known oc identified to me to be the persone vhoee names are subecribed to the within instrument, and acknowledged to me that they executed the same. 1 l , ~►M~~` . • ~ - ' / ~``G~~ tQ~Q . . . l~ l OTARY PUBI,TC' O W SHINGTON /j~Reslding at: \f~t~~"f O- ~ Commieeion Expizee-Lj:,--~ W i . 1 . . ..Quit Claim Deed i ' ^~SSEP~ N JARY 1 , • • :t . Variil;ie Kale Hcarne Cquity Linc of Creclit 1LtCVUnI Ueecl of 7rust YOI. 10 7 5 PaGE !J 15 . Cu I.clcnnc ~ • ~ ~ C~+i~r;umcr L.c~rin Recorcls t~tgmt. ~~'`•~;1~•U0(0U7 ~ 3920 Mnhi Sr. r, - ri, Burr,io, N.Y. 142267q T_ 2500001000028737 GOLDOME _ ~ if'nDreitut i.wak,itadt•dsi..l4th,►.,y,,f N9vember i.I.89_,,,11„„Sxihf•c:,.~~,~,~,.L~ON W._SI,ADE~ANi) J1ARY_5_._._SLdIUE_.* ~ ~ Tr:►ns~meriep T'ltle Insurance Comp_ ~ny y Co]clome :c"Ili~•ir~i~ "IAu~in•n•r' f, - - - - _ IIu•r~~~n "ti~~~ln•'1 .+n~l 11~~• IG•in•fir i.u , . New York StaCe _ 1►m A whI i%r.ulf le1•.% i% ()iH• fI nI ntaIn {'I.ir.s, Itt d(.dit, New linl 14 1114-1•199 (h.•nvn "Io-rnlt y1. A I 0•niii•I I1.1c f-cf.Jhh.hr1l a vali.ddr raN• hnnu• rryuNy huC rd rwdo .n 4 .0uiH wide .i litiid ul S_5-L, 209._00- lu, IGtrutrMr•r evwevu iti) Iry mn .iKnv-nnHd rlmivl . Nov ernbe r 1.1il,j 89 _ ertt#11141 rillrrr "V.tri.66• Kmr AnMstliimti 1 I~~im• f -1ui1v I irn• uf ( n04 As i niuil Agnvri»•nt" tw "V.wohh• R.Ue Nom-AnwnniinK 1 homr ' ( tiuih' ( irtr• irf (;ri`+lit A~ t munt Agreetiuml" inil rorn6ina and u•ntwale 1hrtvoi! tlhr "n►;iei•nw•nt1. thr irtrna ini) prrrvi.remt to( whu h.vr ino supor.Nvtl in ihk , . (hverl nf Lu%t Iry n-6Hentc If iMd rryuirWl {ry Itir rt{;rfrrncnt In Ix+ {iuif aewi+rrr, ill taibp,Umone erv"rnµ unilt•t IhC Atirer•nwnl 41vall Iw (litr .uHl 1%ty.ih{e in tuU t+ti , • 1,1tu.Iry I. 20511 lu 5et.lur tn I4-rnlrr n•lf.kynw•nt 0 sht• t/uL•bhtiblr~% NIiII'its rrI {ry Illt• Aauvrinr~ed, wilii iMme'.l itn il, .irtd alI irnow.da, relt•wama and mwiifit.tfinna er( il; 1uiym+•nl uf .dl ~dhrr .41110a .111vinr 041 in .a t 11811.1nf 0• with (Ilic 1h441 td fnttt tn iunlet t I,rrnlrr i vti unty, with onletro son Ihir%4• pium; .unl IraGrmtani c of Fknnnvri't • , I gNO11e11K an(l agrrrna-ntt 4 (nNained ao Ibr Aknrne•nl ind thek 1)e•d nf bum. Il.omim-r unNir Aly ktant% and t amevy% u) huom in buml, with lion%tt (rl a.tlr, Ihc • i Gdlt)%vin}; de.c rittitvl lenjM•rry ailuahtil in dho (;oKUqy of _$PO}C~zne 51.1tr n( _W3Sh1IIgCAM , krwHVn atxl t{c%iKn.dvY{ ac: 3 *fiusbanci and wife LUX..L,.,tn [31ock 17 of GORBIiV A(?ULTIflN TO CREi:NACRES, as per pla[ thereof cecorJed in Volume ~ "S" of Plat. , c 30; . ~ , Situate in the County of Spokane. State of Washingcon ! aFr,EIvED FILED OR RECORDED ~ ' RCOUES T ti i } ~ANSAA404Ca rme ~ AH 103 ` ~''~:.r ~-,'iattUE ~ ~ i l.•:{ , CourlrY. wasH. ~ ~ . tREEse ~ N 515 Lon Rond Grcenacr~$ Wa3ltinf~k.QU QQSLLb._ ~ ~vhif h b.n IheaiGlortc u( (5frrql IGlyI I51ate1 ILn CvJr.l . ~"I'nq~crly ~bHhc~~'l; ~ 1oRi•Iher wilh a11 thr iniprrrorvnrnlc rwrw.w Invn'dUM MM tIYI flfl (I\P iNIttH`f1~J, and .dl rmr+rnrnl.., iighte, tp~u~rtrnanr ~c, .md refil-., .1II n! whif'h 41.10 Ixe tfvertv-tl / Go I»• .irnl n•ntain a{r.irt trf thr Innlrary I lnn•rerf Iry tMic ftePd #d truu; ind .ill stf thc frxtvtmy; trKe+hn wtih the fuvpPny Ior the Iei.eivolJ e•la1r d Ihit f}rtn1 of Trusl rc nn a lrab•hidih .6rv refevnvl In in fim Orvrl ei! I~u~l .n Ihr• ..1'tulxHty." Rrnantrr ctwrn.uilc th.U Isurrtmny ir I.wvhdly eriied td Ihr rtilalr Arn•Iry c ~~n~vyr~l In Ihic ( I4-erl yd lrutl aml ha% ihe ripht to Krint inri foriwy Ihr- 1`reiperly, and , Ihm Ihr Pmitrrly ic urient umla•retl, rye rpt fin ihi, pm uniln.im r,. uf rov nrJ. IkunM+•► i onenmiuc Ih.il f4nntiva-t w.ni,ints .tn<I wdl didetid xonrratly Ihc issIP itr ihe ('tuprtty du.einN .1II ( I,iuue iitrl eLvrwtiuk, suhjiti t h i Ihc i•ue undn.inte-. ni ti•t ticd. 11115 IS AN ApYANC;E MONEY DEED Of iRUST. Ihc fRxrlwvea unrH•rsiarnh and .ignrs Ihil thit Oh"l Id Ttucl Srcufoa FlrMeid uiJ lulurr nhli}punry adv.tnc et ! ,11111 cui h iNlu~f .1fb.11lf P{ (ihl/T11l11'II Ily (f1P MM7t ItI IIti• Agn•rnN•nt .ttttl Iliic 1Wvd nl lrucl nvade iry Ihr 1 rnJer 1ct ra (i+t !he ir•ox-iil o1 IkirrrnwK lhr lif-n i)( Ihic ncv~rl ~ nf 1110 fui (uhu~• aalv.inf eK up 1ll Ihr o rvild Innd cv1 (iwth in Ihr A{±rro•nw•nt 01,11l n•I,il~~ Ir.tr A 1o) Ilu• 1I.114• of ri-I fNilurK ofI Ihie 11nK1 td Ireru. Ihi• lirn 44 Ihie (Jw+1 nf , IruO Inr Ihr .nlv.uu rvc .drrwr Ilu- o tnfil Iinn1 arl Ii+tlh in flu• nkwt`nK•nN nll U) any culnrrpir•nlly ~~.~.dih~h~vl I trvfif lulul %fwifl rrl.ni• h.n k toIlu• rw finEiny; rl.dr n( any anka0iia•nl 14 Ihk DvYI rrf IniN, wliir li anirntbnenl inc n•amr% Ihe rfeYli1 bnlil. 1411nownh a11411 rrnlt-r agnr Ih.tl lull nyi,tynw•nl crf aima rouhlanthii}c .tl xny hnw• untln Ibr Agie•e•v,venl qh,dl raN e%linquiSh lhi, Agrrt•ntenl nr IhN 5m urily u) Ihis I)cti-d ul (rtnl Itn .ulKnmlt whit h Firarrwver may t~d~+~Kp~t~rtlly orwt• !t) I.rmler uniler thr, n};11'+•nICn1. NUIICE: THIS UEEO OF TRUST SECURES AN AGREEMENI' WNICN CONIAINS A PRC7VIStON AlLC7WIfYG FOR CIIANGES IN THE INTEREST R/ITE. ~ Ihs• intcvea1 r,llr wdl bc Eor c.tch t6iy IhTUUKh thc Ia%1 el.q uf diP hillinK t yr Ir rnffinR m Ihc Iacf rnitaal ralc ltwmlh chuwn al Ihr WnnmR nf IFre n};reertw`nt al the ' ' ~~141.11 ,aip itt 1.1_3.L_ .►or e.n h day (hene•.ihrr anrl rat h Sntnr-clut`nl bdliuµ I yt Ie, Ilte annu.il iale of intere•l wil) he Ihe tM.d, nrundetl la Iwn tiPC im.d platet, of ; . ~ lii Ihq• cpa•aJ chrwvn in ihr .1{(fl`INtY4II fd J. Z51N•~t enl anrf Ih11fir ratr of dicL7Q 6ritury Inft [lprirw rate irulrs mpofttrl in 1hr LVaII Nrrvt Mourn,if tw, ohe I.i,i A.vy ~ fhe W.df SNfrt hnun.J iti puldi.hed in thC ralendar nriiuh pni•1 -liiix Ihv calen<l.ii nrnNh in ahich tltP billinR (6yclc lN'l(mc Itor, d thn.qt{ilii ablC indPt ic rn) lonRer " publie ly atitnbtlilr, ihr m(et rre•om rr1r .ivaii.ddo no iIm lael d.ly in Ihil prtK Mhnk falrnd,v nMtnfh frf a 6in)il.v intter t hrrerrr Iry le•ntlet Ihat ie tea1i1y avtd.iblr lo And , w•rilialrlr !ry FiAiniMrII. (f Iftr indcY i% IhP Tirat-ury Itill irnlex, ohr .ipphi ilkle indrs will IM thp rafC idCnUfiitii .lnd Indlli4hal Iry lhr Wa71 etn«re hmra.d a, it,e rmu: on 26-wt'+`k [n:iairy hille, w1601 4 an Iw~ dem nlMrl Kerlevolly .it Ilir r.tlC rat.dilkhivl al an mu tiepn nl Ihe- llmtrnl Glmre wrvornnor'nl hifle h.winK a It-rm fi( 21• vmPk5 eold .if .f dim neinl (t. nl. f,ic e v.111 ie• in UmK t of S 11 1,111N1 1n $ 1 IMHf,tlftll. If Iht• rrnlf•v i% Ihp 1ninle r.tlr, lnl1pc, lhe al ritlit alilr, imli•ti wilf 1vr Iht, hrRhrd rmo ielenfifit•tl .ind ' 11uhlitihrd Iw !ho• tV.dJ 5(rtrl Jriurn.d a% Ihi• irciotw- r.Ur. wliit h ran Ior. dru rilMrl hrri•rally aa Ihr bi%P rile on ctruptrtale al (ttg<• lfiiferl Sl.uwc nrirN_y crnlcr ' . t 4101)1110•n i'd ILfnlc I Ihi% nM.inc ihal Ihr iiiI~~co raln m.q rhmnkr r.x h Inll;nK tyc Ic. f ai h e h.tnRr in Ihn inlrrrel fate will .ipply Ifi any h.ilan[ e enuto.irnlinR nn Ilt~ effea 0,6v dmC o( an'h t Ir.1n},~r a% %+t•II ac fuiulr nlh•mm rs .\n fni ma« in Ilr inilrx 4 s.ulil ini maw• Ihe 14nn.wrrt tivt.d infr.ru and 11te minimunt nNrnthly Fmynwvll (lioc {wnuarn to the , Agnti•ntt•rtl. 1he 1 rrnlvr rrunvrs fhr fighl. .Il .111y (tflM. 1!1 l IMllh^f.` IM(` NHI1xNN J IeMlY I.11!` II1.1f1 (I1C IIM111lII,1 m.gF11 ttH+IlmP %%Alwml Io.ioR ,tny riglil4 . f )r~~ u~/Waa~tian;tim \ ~ RECEtV; C ' FllCp OR tiECOftDEU ~ %J 9:30:3150159 HaA 15 10 111 hll '93 ~ ~ - ~ Recording requested by / Return ta Peele Management Cor poralion ~ P.O. Box 1710. CampbeA, CA 95009-1710 sr°`'`~'' w+s~i.~u~,~'~ Send Any Notices to Asslgnee (Grantee). See Asslgnee below. . ~-5 . . Assignm~nt of Dccd vf igg rix 91 pAfE T G 2~ U ' . KPlOW that 1ho FEDERAL DEPOSIT R1SUAANCE CORPORATION, a co►poralion organiied and existing under thQ laws of . . the Unilcd Sfales of Amcrica, vrifh offrr.es al 1100 CornwaA Road, ti4onmoulh Jimctinn, New Jersey 08852, as RECEIVER ~ o( GOLD0ME (lhi 'FOIC{ pursuant lo Ihe aulhnrily qranled to Ihe FDIC, b/ an appninlment Irom the Supciinlendent of ~ 8inks nI Ihn Slale of Ncw York, a cot+y vl wl►ir,h i5 fnrlh in in A(fidavil (Ihe 'Alfiriavil'), a Copy of wNch is ' rccordcd in Spnkinc GooinIY on 06/10/92 af Ooak: 1302 f aqc: 1371 Incl : 97061001197 ~ for good and villiihfc Con-10ritinn lo il in hand pairl, has sold, as«nnid, lrinsln.ircrt, convr,yed and r1c6v~,rcr1 Io MllNUF1lCTURERS AtJD Tft!►DERS TRUST COMPAIJY, a Nev+ Yotk hanking Coipoi.ilinn vrilh i15 rlinir.ipal p(F.66 ,it - ~ One MdT f'lizi, f3ullalo, tlew York 14240 ('Assigner.') and docs hereby scA, assign. Iranslcr, cenvey, and d-'fvcr b Ihe Assiqnec the riccd of trust described hclow, Ingethr.r with Ihp nofes a ob6gations described in said dr,ed of Irust and monios due and lo becomo due, wilh interest Ihaion, il any. jQ Said deed of trust is recorded fn Ihe State o( WA, County of Spokane, O(ficfal Records on 11/20/89 as Inslrument/serics/fde: 8911200007 Book/vohime/iber 1475 an page 215 v Origmal Trustar---- : lcon W. S1ade. Maiy S. SIadQ . v ariginal 8eneficiary: GoMome ~ ~ TOGETFIER with the bond(s), note(s) or obigatfon(s) descrbed (n lhe said deed of trust and the morles due and to became due, with lnterest thereon, fl any. TO NAVE AND TO HOLO the same unto the assiqnee and to the svccessors, legal rep(esentatives and assigns 01 IhQ asciQ1P0 ((YPVM. , . This assignment Is made without rocourse to lhe Assignor in any event whalsaover. Assignor makes this assignment as successor m{nterest b the institutions isted En the Alfidavit referfed to above. . IN WITNESS WHEREOF, Ihe Assignor has executed Ihis Assignment the i daY of 1992. lo be eftective as o( May 31, 1991. FEdERAI DEPOSIT MSUftANCE CORPORATION as RECEIVER of GOLDOMF • , By: Jo Johnson • ' *A:ney-In-Fact _ ~ - 1 Stale o( Tlew Jersey ^..w^f't '4 V-- 'Tt '+r'•-- =z'_ ' -1, ~•'t `'lr `'~wR~l, Z ~e ~::-RSei't -e7!~~ 1~1! •dl~1es91witii au adrness ai 110U (:omwa6 ftoad. Monmoufti Jtmr.tion. MJ 08852, as Attmr~:y-fn +act ol the f01C , as Receivcr ol Goldome, has signed Iho laregoing instrtimr,nt, and who is known to me, acknowfed4ed belore me on Ihis day lha1, being in(ormed of ihe cantenls of said inslrirtnents he/she, as sur,h o(Gcer, with ful aufhority, executed the same vahmfarily lor and as Ihr, act of sa(d FD{C, as Rece(vef of Goklome, pursuant ' to Ihe lerms of the Power of Attorney attached lo ihe Alfidavit relened to in lhis instrument and recorded in Spokane County on 06/10/92 at Boak: 1302 Page: t377 Inst-* 9206~01192 Given under my hand and o(ficial •seal INs fday of : L? 1992 • ` Nt ~~lSKY i / F~,~~:•►+,M~y~~V tRE, R~~ NF'K 1f,0SElr • f- , 11 -L~~ 'f • ~a ~,()1 ~RY MiytlC ~ 26~~'~ . . tJotary Pu~idC. ~ ' ' M✓Cy,,,,,;ssk,nb04P2 ^ !ty Commissidcr-`E~c¢~es ' ~ . ' r ; Prepared by: 4lilliam D. Smith Esq. Harter, Secrest b Ernery, 700. idtown Tower, Rochester, NY 14604 lst LN/: 1000028737 2nd LNfa 100002873 STCO: 46-063 WA Spokane ' PT1CI: 10393 FINAL SA.352.0 TE1. 091 Z 342 210 ' ~ ~ ~ . J . . . . . . - YOIA1 ~Ji 1 'l PbGE 1 t v v - ~;•:=_c ',~:3111£~n19 ~1 fIt.ED i~ RfflS1CE' ~r _ " • / 3p ' 93 ~ Recording requested by / Retum to: ' Peelle Management Corporstfon w~~ "~~•r ii:: 1. t~. waSM. P.O. Box 1710, Campbell, CA 95009-1710 pILI.NE. Ll;(j j1)j Send Anr Notlces to Aselgna. - Assignment of Deed of 7rust , For Goad and Valuable Consideration, the sufficlency of which is hereby ecknowledged, the undersi9ned, ~ MANUFACTURERS ANO TRAOERS TRUST COMPANY, e state banking e5societion organized under the laws of the State of New York ` with its princlpel oHtce at Qne M&T Pleze, Bufialo. Naw York 14203 (ASSignor) by these presents does tonvey, grant, bargain, sell, assign, transfer end set over the desc►ibed daed of t►ust, together ; with the certain note(s) described therein with all interest, aN fiens, and eny rights due or to become due thereon to: THE FIRST NATIONAL BANK OF BOSTON, a netional bank rvith Its prlncipal atfice at 100 Federal StreeL 8oston, MA 02110 (Assignee) ~ ' Said deed of trust is recorded In the State of WA Counry of Spokane, County ClerklRegister Office . _ ' on 11/20/89 es Instrument/sertesltile: 8911200007 BooWvolumelliber 1075 on pege 215 • Original Trustor----: Leon W. Slade, Mary S. Slade , Original Beneficiary: Goldome . Amount of deed of trust: $51200.00 . , r ~ Q ~!l ( f'1 ~ ' . ~ • This assignment is made withaut recourse or representat{on of any neture whetsoever whether expressed . ar implled to the assignee, its successors and assigns. IN WITNESS WHEREOF, the undersigned corporadon hes caused this Instrument ia be executed as a seeled instrument by its proper officer who was duly euthorized by a resolution of its boerd of directors. , Dated: November 30, 1992 M1ANUfACTUAERS AND TRADERS TRUST COMPANY B y C/ ' . ' obe~t P. 0'Connell - Banking Officer ' . State of Plew York Cou(~ ry gf E~i@ On 1 t- ) - 1~ before me, the undersigned, a Notary Pubtic tor said County end State, personelty eppeared Robert P. 0'Conneil, persnnally known co me to be the person that executed the loregoing instrument, and acknowledged thet he is 8anking Officer of MANUFACTURERS AND TRAOERS TRUST COMPANY, . and that he executed the foregoing instrument pursuant to a resalutlon o! , - its board of directors and that such execution was done es tne lree act and Ceed of tiIANIJFACTURERS ANO TRAOERS TRllST COMPANY. ~Ipr . ~ r MAR7 JANF NASTER9pF1 i I tib" Public• State u1 New YaM . . Qwllfied In Elie County ~ Notar M r Jane Masterson MYfsp'^ei My Commin Expires June 1995 . ~,1 . ' Prepared by: R. S. Stone Peelle Management Corporetlon P.O. Box 1710, Campbell, CA . P441CO: 10431 • - lst LNN: 1000028137 STCO: 46-063 WA Spokane F1NAl SA.0 FN89.190 90190 3 274 091 962 doc.FN88.190 JJJ ` o•O \ In ~ ~ i :1 ~ 1 p 1-2 J ~ - _ . _ ~,~t,;. - Il9 V E, / ~ _ ~ L~ i~ / ' ~ ~ ~ , •r' , • . I ` ~ 56i i ~ r~ ~ ~ • I ~ ~ ~ , ,.a. o ~ ~ ~ ` ' ~ ~ ...~..li.'t.~'l.il~-~1+,~I••.f'o~Fi:}(j-~ifQE~7~~,r.i{~.,~r~~ri 141~i'^r( { ' ~ i GL~ e~ ~ . , . o~f;~T~,;~~, ; ~~~rr:,~~s, ~~r ~ i ~ A y ' ' ^:l, ! iS ri;;: t' + i. i"r,'',•: 1 . ~ . ~ , . ~ ~ , ~ .;~,r, :t,1 ^r C•"~'r In ~.,,;~i it ~S ~ i . 3.~ , ; 1~ , , .'.:''!fnr;.:~y • ~ ~ ~ ' ~ ~ . , ~ ,:r~ ,•r rr u, iLn. ~ ; . , . -.o. i c' , , . S-?jj I i t fr-? ~ , .r4) . . . - 1 ' . ~ ? • • ~ c , I I ' i . ~ . . f_. . . e , ~ I. . . ~ ~ . ~ ~ ! I ~ . , ; j ♦ 4 p . • t . . . .i% f 1 iN q S P O K A N E O U N T Y DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director April 30, 1996 Randy Hahn, P. E. Hahn Engineering Tom Slade 4404 - 146th Place NE, #N-1 Bellevue, WA 98007 SUBJECT: SP-1028 Submittal Not Accepted at This Time Gentlemen: We have conducted a cursory review of your recent submittal for this project, and we have found items which do not appea.r to meet the minimum standards of the Sookane Countv Standards for Road and Sewer Construction. We are, therefore, unable to accept your submittal at this time. The attached comment list contains items of concern which we discovered during a cursory review of this submittal. You should be certain, before you resubmit the plans and calculations for this project, that your submittal meets the requirements of all applicable agencies. When the nlans are resubmitted, olease mark all chanizes on the revised orint in color. If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer ' 1-- ~l x~' Edward J. Jry, Jr., P. E. Plan Review Engineer encls: Plans (1 set) cc: project file reviewer (comments only) 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3640 FAX: (509) 324-3478 TDD: (509) 324-3166 ' SFO KANE C"'NLTNTY INTEltIlVi ROAD PD17;AIlNAGE . ~ aIJBMITTAL CHECKLIST r 1 PROJECT # Z DATE: 4~ ~A ~/6P PROJECT NaNiE: ~ 1 ts = ~ ' ~T ~~5~ PROJECT SPONSOR: T''' • • : ' ~ - j - '1 ~ ~ • T'EL # PROJECT ENGINEER: TEL # 4j~77- / S`~70 (Road & Dcainage Ptans) PROJECT SURVEYOR: TEL # (Plac) PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING I'TEMS. GENERAL ITEMS Ya cm0 0 N/A El 1. A signed "AGREEMENT TO PAY FEES" form has been submitted to Spokane Counry along with any applicable plat fees, prior to any pre-designlpresubmittal meeti.ng ,ra v, C31N/A C3 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requireweiics and condidoas of approval have been incorporated in this plan submittal. RECEIVED PROJECT DESIGN APR 19 1996 ,res►~ro 0N/A Cl 1. I have completed a minimum- of one pre-design meeting with Spokane County Development Engineering Services Engineers where agreement was reached on drainage design approWNANE COUNTY ENG(NEER va 0.4. C] rrIAB 2. I have included the results of any geotechnical tesdng that is required by the design approach to verify desigu parameters. ~ Jo ❑ Y« v~ N/A 3. I have included any requued pavement de.sign calculaaons on new Public roadways as required by che "SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest edidon. Yes ~•ro ~ H,A ~ 4. The road and drainabe Plans comP1Y with the"STANDARD ROAD PLAN" requirements for Plan, Profile . ~ , and typical cross secnon elements contained in"SPOKANE COUNTY STANDrLRDS FOR ROAD AND SEWER CONSTRUC'I'ION" latest edition except as allowed through approved design deviadons. Yes E3 N~A Cl 5. The drainage report incorporates the minimum requirements for a storm drainage analysis as noced in che GSM and other items wluch are appropriate to demonstrate that the design meets all requirements of che Spokane County Guidelines for Stormwater Management except as allowed through approved desiQn deviaaons. , v~ 4' 0 wA C] 6. A complete drainage basin map with time of concentradon paths shown has been included with the decailed hydrology calculations. Drainage basin map shows topography, proposed drainage features, and conelaces with hydrolog}► calculadons. Y. ~ r,o ~ ~v/A ~7. All a li le traffi i pp cab c sgning reqwrements are met and have be,en incorporated in the plan submittal. Yes 11 N. CINIA 0 8. I have included copies of all approved DESIGN DEVIATIONS which are required for this project. -'rl v« U vo (:]N/,► ~ 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certificaciou statement. Yes C3 iNo [3 N/A 10. I have included an adequate erosion control plan and applicable standard plan notes. Ya u~0 Y/A ~ 11 I have secured approvals from all applicable outside agencies such as fire districts where applicable and have included proof of their approvals.. 010 NCr +o P~ ~ M a~.,,~K.Du.r C.¢ Q.qre2vrert~ 4 vn ~Sa dY/A have provided an acceptabte means for perpetual m.aintenance of street and drainage facilities that is ~ acceptable to Spokane County and have secured and included copies of any required easements. v~. rio 0 mw Cl I have reviewed th 13. e plans, calculadons and other submittal data for completeness, accuracy and consiscency and have submitted two copies of plans and (1) bound drainage report. Uckplatv 1.0/May95 1 . • I understand that the requirements noted ~ve are the minimum requirements necessary -)erform a cursory review of the projecc Flans, ard chat additional information shc,,..d be included with this submittal as necessary. . . . I understand that this submittal will be checked for completeness prior to review, and that it will be retuined for further informacion, if it is found to be incomplete. I understand that this submittal will not be accepted for review (and placed on the review list) until all required infocmation has been submitted. Form completed by the responsible Engineer: Company: Hahn Engineering, Inc. Address: N. 8623 Division, Suite B Spokane, WA 99208 Date: Ap r i 1 18, 1996 Zip code FUR SPUKANE LUUNTY USE UNLY SUBMTTTAL: Accepted for review. 'P4, Returned for submittal of the following: GENERAL ITEM # : PROJECT DESIGN # ~ 01)VAIE STgen- 5k^' G 6V1/9- `vo`''`(`'W4 A Mzd 7a )WAMs ffoj 716!~-Tc -'~Cg4 zWs acL A7 ,*bW1"e-1W SkaW ~/,tzw~13;4*0 RESUBMITTAL TTEM Form returned to: company: ~ ~14 r~~~cac Address: Date: ~ Apoi~ By: a4l~J-D ~.,G . Spokane County Public 'WorAslD6elopment Services 64,6 oor.,,J 7b 4 tD n o 7~ 57~° ' ~ d~~U~ ~tL``~`'~ ~`~1A, ~''wl v1 !~P'Yf f . . . • < ~ 4L Gu~C Uckplatv l .0/May95 2 . ~ . • ~ n S P O~ A N E C O U N T Y DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns; P.E., County Engineer Dennis M. Scott, P.E., Director I April 30, 1996 Randy Hahn, P. E. Hahn Engineering Tom Slade 4404 - 146th Place NE, #N-1 Bellevue, WA 98007 SUBJECT: SP-1028 Submittal Not Accepted at This Time Gentlemen: We have conducted a cursory review of your recent submittal for this project, and we have found items which do not appear to meet the minimum standards of the Snokane Countu Standards for Road and Sewer Construction. We are, therefore, unable to accept your submittal at this time. The attached comment list contains items of concern which we discovered during a cursory review of this submittal. You should be certain, before you resubmit the plans and calculations for this project, that your submittal meets the requirements of all applicable agencies. When the Dlans are resubmitted. nlease mark all chanLyes on the revised nrint in color. If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer ~ I "~i(. Edward J. ry, Jr., P. E. . Plan Review Engineer encls: Plans (1 set) cc: project file reviewer (comments only) 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 i ' ~c- S P O K A N E e;.' C O U N T Y DIVISION OF ENGINEERING r1ND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTViENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director June 10, 1996 Randy Hahn, P. E. Hahn Engineering Tom Slade 4404 - 146th Place NE,- #N-1 Bellevue, WA 98007 SUBJECT: /SP-1028 Submittal Not Accepted at This Time Gentlemen: We have conducted a cursory review of your recent submittal for this project, and we have found items which do not appear to meet the minimum standards of the Saokane Countv Standards for Road and Sewex Construction. We are, therefore, unable to accept your submittal at this time. The attached comment list contains items of concern which we discovered during a cursory review of this submittal. You should be certain, before you resubmit the plans and calculations for this project, that your submittal meets the requirements of all applicable agencies. When the plans are resubmitted. olease mark all changes on the revised Drint in color. If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer Edward J. P~~y, Jr., P. E. Plan Review Engineer encls: Plans (1 copy) Submittal Checklist (1 copy) Revised Calculations (1 copy) cc: roject file reviewer (comments only) 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 V ~ OAIMENTS 5..lPVKANE LVVll1Y DIV'ISION OF ENGTNEERING & ROADS 1026 YY L7lil.lA,lJ WA,1 ySrOKAlVE YY A 99460'0! 10 PHONE {509}456-3600 FAX (509)324-3478 SU$MITTAL. 2 RE~~EWER: Ed Parrv ~~~~~CT SP1028 DATE: 70 June 96 PROJECT NAME: `I`om Slade Short Plat N.B.: Since this project is governed by the editivn of the 5pokane County Standards fvr Road and Sewer Construction (the "Standards", adogted 2 May 95, with an effective date of 15 May 95), these camments are general in nature, and da not represent a listing of all iterr7s which may not be in _ compliance with the Standards. FI`he respansibility for ensuring compliance with the Standards lias salcly with the Sponsor's Design Engineer. A1GL DISCREPANCIES IVfUST BE ADY]1~~~~~ ~D RESOLVED PRIOR TO :PL-AN ACCEP'Y'AN'CE GE1VERAL i'I`EMS The "Suhmittal Checklist" needs to be completed and re-cerii~'ied by the Design Engineer #`or each submittal. ~ROJECT TIESIGN 4. The raad statianing needs to increase from west to east, and read -from left to right, as indicated in the Starufards 5. Incornplete drainage calculatians were received with this submittal. b. A drainage basin map was not received with this submittal 9. Drainage calculatians did not bear a P.E. stamp or the required certificatian staternent 13. Dnly ane copy nf the revised raad & drainage pians was received with this submittal _ SPOKANIE C"NUNTY ~ DRAINAGE s bTJBN=~ ~~~~CT ~ ~ATE: ..4 ~ ~ .1'~,E : PRDJECT NAME: - TEL # . P1SOJF.CL .7PO1r#SOR. yl FROJ-ECT ENGLNEEFt: ~•`~t+n~ C~iV~~{,~~~--~~ r~rr~ , TEL # 4677' ~S~~~ (Road & Drainage Pians) PRO,TEC'I' SURVEYC3R: TEL # (Plac) Y PLEASE P:~O~DE A RESPONSE '~O E~iCH OF THE F[)LL4~VIlYG ITEN[,~. GEi~ERAI~ ITEMS MAY 17 ~ Y. 11 1. A signed "AGREEIENT TQ PAY FEES"' form has beeu subm.itted, to Spokane Cau.aty aloug with a,ny apglicable glat f`6es, priar ta any pre-designfpresubnaittal meeting 5P0lfANE CQUNTY ENO1NEER Y. ❑;vtn O 2. I have a copy of, and have reviewed the most ment candirions of approval and any EISfMDNS requiremetirs and condieivns of approval have been incvrporated in this plan subruittal. RECEIVED PROJECT DESI~~ 19 1996 ye, ~0 NiA13 1. Thave eompleteai a minimum af one pre-ciesign mecting with Spolcane County Development Enginee ring 5ervices Engineers where agreement was reached on drainage desigri approgMJKANE CCUNTY 55NGINEEA ,res 0 rao ~ rrIA I have includeci the resutts of a.u,y geotechnic.a.l zestiag that is requireci by the design approacbi to venfy desigtl ,ra r~ ~r~► I pata ]ra~eters. ~,1 ~O g~ ~l~ulations; on new' PubHe rnadwaYs as required bY [he C~ ve in'c1uded any required Pavernent desi 3. "SPOKANE ~OUiN'TY STANDARDS 'FOR RDAD AIVD SEWER CONSTRUCTIQN", ia#eSt ediLioia. ~ Yes r~ ~Nrn C:,~ 4. The road and drainage plans compl-y with the"STANDARD ROAD PLAIV*' rNuiremeuts for plan, profiie, and typica1 cross sectinn elements cantained in"SPOKANE C(3C]1V'FY STANDA~S FOR ROAD AND SEWER C{QNS'TRUC'I`IDN" 1&ie5# edIfiOII e7Ccept 3S aIlOWeL~ throIIgh 1ppr0ved deS1gII deV1atl01L,. Ya ~5. 7ze dzaiaage repart imcarpnrates the minimum requiremetats for a storm d.raiaage analysis as nowd in the GSM and other items which are appropriate to deAaonstzate that r,he design meecs ail requirements af the Spokane County Guideiimes for Storrnwater Management except as allowed thraugh approved design deviativns. . g, ❑ NrA C] b. A complete dra.inage basin nup with rime af coneentration patbs shown baas beea iacluded with the decailed hyclralogy calcularians. Drainage bas€n rnag shows topograPhY, Froposed drainage feamzes, and correlaces urith hydrology c.aiculauons. Y. El X. 0,41n ~'~11 aPplicable ~ffic sigr,~ing requiremenzs are met and have F~ecn incvrPvraced in the Plan submittal. Yes fl~¢ Q rrIASS. I have included copies m£ ail approved DESIGN DEVZATIONS which are required fvr this prvject. ~ Y. Tl,r4 [3x,A0 9. ,'~'he plans and clrainage report are st~ped, signed, and date~i, and contains, the applicable certificaticti statemeut. Y~ Q~r,A 10. Z have included an adequate erosion cvntrol plan and applicable staudard pian notes. ,a Ihave secured approvals from all applicab}e outside agencies such as fire districts where applicable and laave included groof of their approvals.. ~w~~ ~ ,r~ ~~d;~,n 0 12. Thave pravided aa accegtable rne:ans for perpettW ruainxenance of ssxeet a.nd drainage faciiities that is ~ acceptable to Spc~~Caue Co~.Qty and have secur~ed ar~d included copies of any required easements. ~ Q , 0 i I have revicwed tlie la.ns calcula~~iogs and other submittal data for com leteness acc~uac and consiscenc v~ ~ rr 3. p ~ P , Y Y and have submitW two copies of plans and (I) baund drainage repart. 1lckplatv1.0R4Say95 ~ I understand that the requirements noted we are the minimum requirements necessary )erform a cursory review of the projecc gians, ard chat additional infoimadon shc,...1 be included with this submittal as necessary. I understand that this submittal will be checked for completeness prior to review, and that it will be returned for fiuYher informacioii. if it is found to be incomplete. I understand that this submittal will not be accepted for review (and placed on the review list) until all required informat;on has been submitted. Form completed by the responsible Enginezr: / ~ Company: Hahn Enqineering, Inc. Address: N. 8623 Division, Suite B Spokane, WA 99208 Zip code Date: Ap r i 1 18, 1996 FUR SPUK;ANE CUUNTY USE UNLY MAY 17 1996 SUBMITTAL: Accepted for review. ~ Retumed for submittal of the following: SPOKANE COUNTY ENGINEER GENERAL ITEM # : PROJECT DESIGN # : ~ ~D 1Z tNaVAE Ergeor 54ti G DLIve- ~ ~iP,Tll ►~►~t tti- ~estc~+T 076' 0- W41,0&e aJ ~~3 c~ - Ctu~2019 / ~j Nr`~J ~~~t IW&W-4 f-- F~ 6t5Meq'a ?Q* :i ~d ~ fh~/1~s ~ W,05C ~,u~ut~ i~.~i ~ytc,~►a,J ' • 9 ~.~t~ ~-;l 1' J-Gra-~. RESUBMITTAL ITEM -QW ~ Form returned to: Company: ~1~ e744 Address: Date: ~ ~q(P By. Spokane County Public Wor&D`evelopment Services • n .vo ~ ~f f ~ ' C~55 ~ '0J #71'tv1 m(w LOW4 fP AP<• w : ~ ►~a~5 ~ c?~~ ~,w~ kk~wwur Uckplatv 1.0/May95 2 BACkwA'rER CALCULATIONS ROZTND/ARCH PIPE INPUT CODING INFORMATION: • PIPE TYPE CODING: 1- CONC/SMOOTH BORE (n=0.012) 5- CMP ARCH (NEW GEOMETRY) 2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCH (OLD) 3- HELIGAL. CMP (n-fac varies) 7- CONC/SMOOTH ARCH (NEW) 4- CMP A.RCH (OLD GEOMETRY) 8- ROUND (user sets n-fac) ARCH PIPE CODING - EQUIVALENT ROUND SIZE MUST BE INPU'TTED PER FOLLOWING TABLE: EQUIV-DIAM. OLD-A.RCH NEW-ARCH * EQUIV-DIAM. OLD-A.RCH NEW-ARCH 15" 181IX 11" 17"X 13" * 42" 50"X 31" 49"X 33" 18" 22"X 13" 21"X 13" * 48" 58"X 36" 57"X 38" 21" 25"X 16" 24"X 18" * 54" 65"X 40" 64"X 4311 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30" 36"X 22" 35"X 24" * 66" 79"X 49" 77"Y 52" 36" 43"X 27" 42"X 29" * 72" 85"X 54" 83"X 57" INLET TYPE CODING: 1- CMP/PROJ. 4- CP SOCKET/PROJ. 7- CMAP/PROJ. 10 - OTHER (SEE 2- CMP/HDWALL 5- CP SQ.EDGE/HDWALL S- CMAP/HDWALL FHWA REPORT 3- CMP/MITER 6- CP SOCKET/HIDWALL 9- C'MAP/MITER HIDS NO. 5) ENTER PIPE # 1: LENGTH(ft), DIA(in) , PIPE-'I'YPE, OUTLET-IE, INLET-IE, INLET-TYPE INFLOW CONDITIONS - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WFIR=1, SHARP-WEIR=2) 4997.33,0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM . V- VARY VELOCITY ACCORDING TO V=Q/A S 3) ENTER : VELOCITY ( fps ) UPSTREAM .16 ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, RXPANDED=3) 0,.301.3011 PIPE NO. 1: 30 LF - 12"CMP @ 1.5096 OLTTLET:4994.48 INLET:4994.93 IIVTYP: 1 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI .30 .37 4995.30 * .024 .23 .25 .68 .68 .30 .37 .31 SP)ECIFY: N- NEWJOB, F- FILE, S- STOP ~ REGEVED M AY 17 i9g6 SROKANE COUNTY ENGINEER 2d 5uOWTft E ~ . . •ToM 5L.44F/S', AT ' , iAvFO . ~4~ W~4TF~ CALC 'S ~ ~ RECEIVED i ~ RuN aB= FRaM 1ro RQA L) - MAY 17 1996 , scoPE .4r- SPOKANE COUNTY ENGfNEE a < ~ ~::,c /~►►~'sZ,o x~ rn.4-i-~ Ly 4cZ -4- Gv i vtir~'" J 40d - - ; 4eiv year S-~or'm- w/-~'c /ess 4,47G ,y igm,N , !N /},I`. C/A G-O. 94 ~ ~ ~34so xto = 4g-co~L = v./o3 ~ . C~ = o.q,p C3,~51~~. ~D33 = o• 30 ~ O-P 4'b ~A/ = 4. C.6 E/eva4ra-&j o--P T W 9 9 S, 1 (o ~ 0 = -~0. 30 ~ d. / G A as , , ~ c w ~ Ha n-,, ngineering, Inc. Professional Engineers and Land Surveyors North 8623 Division Street • Suite B Spokane, Washington 99208 (509) 467-1550 FAX (509) 467-8189 May 17, 1996 Mr. Ed Parry Spokane County Engineers W. 1026 Broadway Spokane, WA 99260 RE: SLADE DRAINAGE PLAN Dear Ed: Please find enclosed the final submittal for the Slade Drainage Plan. Per your comments, I have addressed the changes in the following manner: Proiect Desien Item No. Item 7: Note was added to Drainage Plan showing location to install street sign for Olive Lane/Long Road. Item 9: Certification Statement has been added to the Drainage Plans. Item 11: Fire District certification statement and owner approval block has been added to the Drainage Plans. Item 12: Perpetual maintenance will be provided via plat dedication, upon approval of the Drainage Plan. Resubmittal Item No. Item 3: Pavement calcs have been coordination with plans. Item 4: Stationing ticks and equations have been added, which when compared to Olive Lane profile, coordinate the drainage structures with the low point on the vertical curve. As per our phone call, it was agreed that the gutter depression design shown on the plans would be acceptable since the road may be improved to a county road, and _to place a full ~V size cross gutter per county specs would be more expensive for both the ~ u-~~ install now and the county to remove, when the road is upgraded. ! , j - ~ M 'y 1 7 1996 ~ ~ sPOKaE COuNnr ENciNEEF, _ . . , ~ 1 Item 5: Basin map shows the limits of the basin south of Olive Lane. Item 6: Head water calculations have been included with the submittal. I hope these plans meet with your approval, but if you should have any further quesrions, please feel free to contact me. Very truly yours, HAHN ENGE%4EERING, INC. ~ Ed Smith Enclosures DC Spokane County Staff Review Checklist for Pre-Submittal Meeting Project Name: 54W TV~- Project Number: Project Sponsor: rcK i~~ 97pkl;iT Sponsor's Engineer: , Design Firm: e(4 Engineer: ~ Meeting Date: l Z AV-442 Meeting Time: ~ P-L- County Staff Present at Meeting: P.G . , Other Meeting Attendees: name/representing name/representing name/representing name/representing The Following Items need to be Discussed w/ the Design Engineer General Items ✓ 1. List any special requirements listed in the Conditions of Approval, EIS, or MDNS. P-L~ /(V o" ' A'L-kt . WG description reference OU # f7 description reference Pt a dNAT-uS raN&PAWD A& 641 Mt"Nt Wl-ag FA I /4W 2 description reference Wf IN 17"/ RL~; av 1 U ~A description L reference description reference ✓ 2. Give Standard Notes to the Design Engineer. Identify which Special Notes will apply, if any. ' Road Plans 1. Road Classifications and Design Criteria. #1 #2 #3 #4 . .w..._....._.._ Street Name I Classification . . . , . ~ Roadway Width, W Minimum right-of-way width see note (1) ~ IORONOMM~ . . . . Min. Horiz. Curve w/ super -sG S Min. Horiz. Curve w/o super I 00` ~ . . . General Land Slope/Terrain -mo . 4,......... Design Speed, mph 3D 3a ~p , . . '._...w........ Curb Type & Clear Zone ~ (see Sec. 3.15) Sidewalk required? (yes/no) ~ 1 Sti?,tl ~A 4 1544 76 90 Note (1) Additional right-of-way may be given by the Sponsor. Discussion: 2. According to the Design Engineer, what is the maximum number of units which will have access from a single roadway? q' . What is the max. allowed per Sec.1.03? 5D 3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04), and 150' for a Collector or Local Access street. What spacing is provided for this project? 7lti6, NIA- 4. Are any off-site slope easements needed, or off-site right-of-way acquisition needed? If so, describe. •v p~ ~~u r~ 5. What type of turn-arounds are needed? (i.e. cul-de-sahammerhead, c.~' Street Name Turn-around Type Location -ft 6. Road Surfacing Requirements (Sec. 3.16) a) What method in determining road surfacing requirments does the Design Engineer propose to use (i.e. A.ASHTO Design Method, R-value, County thickness table, or other)? Naf lk~~ V7_ b) Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format & Alternate Pavement Design Table. NA 7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below. Storm Drainage 1. Basin Map ~~S-aF~ a) Did the Design Engineer bring to the meeting a basin map? 140 . If so, does the basifi ma show topography and sufficient information to be useful? . A" IxAd 45Vyn b) Does the basin map depict any contributing off-site runoff flowing onto the property? Does it appear to be correct? . If not, explain. _Afo~ Oa0 c) Is a site visit needed to verify the basin limits? Iro Schedule for: . 2. Is the site located within the Aquifer Sensitive Area (ASA)? What type of water quality treatment is proposed by the Design Engineer? Zcf> comGspr I -PP~0U.L6 +3. What subsurface investigations, if any, are needed with this project to make sure the proposed disposal process will function as planned. . • ~ 4. Are there downstream conditions which will affect the design of drainage facilities. If so describe possible mitigative measures. 5. Is maintenance access provided to each `208' swale or drainage pond? If there is something unusual, what requirements were given to the Design Engr.? ~ ~ ~~OamE R~ca~ 6. What does the Developer/Engr. propose for providing for perpetual maintenance of the drainage facilities? Please briefly describe proposed mechanism, and what is needed to accomplish this. . " 10 W`l7 c A,e-Gffrhv l~M Fi/L ~!u ~'i~fT~'►l~r c€ 7. Are Erosion Control Measures required with this project. If so, briefly describe applicable requirements. llt4k#A . EV/fLi,liM 5~ AXA:Wh f7KV'P 1~63(4 ~ ~ tetV SJFOrAeW Rad'r ag- = )UB LX Pf 0 1 AJtT+1.ejr Pf24a5 , ~ ~ .~~?uSl1'~& ~6xAs~ . ~tc r (IES . ~ Note: Provide a copy of this completed document to the Design Engineer at the end of the pre- design meeting. ~576M AtN4l'f Gcr4 G6PF : 20 g ta - (~s ~~yr ~ (uN~~-~ ~ > ~,~f ) ~?C~.G~~ EU6l^~ y /o yr foe OG~'St t-e z r.fC1~~ lp..aEme ~ - ~lA mzRSc v~ccu~' N1,4 g64Wee) P e9. DOAIMA AJ"er-9 FR6600&b~ : Di-pile- OF 6~441.6 /1s 157ZP t ' (~,N 4 t/c no'`~ ~ d ~ ~ ~ 7 ~ ,qngc'rlsn ? HAHN ENGINEERING INC. r A ~ - . N. 8623 Division Street Suite B = _ _ = _ SPOKANE, WA 99208 LETTE~9 (509) 467-1550 ~-J / DATE _..7~ TO: e . . _ _ ~ . _ . - ` - _ SUBJECT _ ~ _ ..~..---.--_---------._.__.____.._.._~~..__...._....TM..___. . . _ . . _ ~ 1:~+: d.9 w~. ? 'i~ ~ . . . . _ _ _ . - _.._JUC~- - i~36 _ _ . ' _..._....._.j....__..__~__..__..M._.__~..~..........._....__.._...._._ . ^ . U};:r~c~ CUUNTY EiVGtNEE . . . . _ . _ .W - - a . . . ~ , rl,..~..__...._....,...._..___..__ ----._....__....___~___....,,._..m........._....,.. ~....W......__...._.._~---.._......_. ❑ Please Reply ~ No Reply Necessary ~r .n.~~ - v ~ SIGNED PROOUC7 3053 (~~Jr inc.. Grmon. Moss. 01~71 To Or6er PHONE TO~L FREE 7~ 8DQ2258380 ~ ~ o Pre-Consumer Content • 10°,6 Post-Consumer Content ~ RE c FA~4 1~1; _~_T))/ MA~ ~ ~ tsZg Tom Slade 4404 - 146th Place NE N-1 SFa~ ~F CoUNTV ENGIN'EER gellevue, WA. 98007 May 20, 1996 Spokane County Public Works Department 1026 W. Broadway Avenue Spokane, WA. 99260 ATTN: Scott Engelhard RE: Final Short Plat 1028-95 Dear Mr. Engelhard, In accordance with our conversation of May 17, 1996, I am forwarding you the required final plat review fee of $100. I expect that the engineering to be done and accepted by the county engineers soon and that the final plat will be ' recorded within a short period of time. Please send me a receipt for my check to the above address. If there is anything else to be done that I need to do, please contact me at once. Thank You. Sincerely, ~ Tom Slade (W) 206-233-7193 ( H ) 206-867-9262 5094675199 . ~G ~ NEER I HG + - . HpHN E • ' ~ ~ ~ 5 t,ite 9 0~'°R 5Zr~ a~ gg~s g6 SP°karct, -I''3 a ' gZ6 -:rC ' FAX t549? ~ ■ i~ ~ ~ V~ ~ S~`tS ~l ~ ~ . - r . I~ P~ G LS • . ~ t~~~ 3 7•~ ~ _ , . ~ " ~ ~ • • _ ~.~y~ • ! ~..J . C~+'~jQ~y f ~ ~ ~ ..•,,b ~ . ~ ~ ~ , . . . . ~ ~ ( ~ . ~ ' . C`r + • ` p • ~ ~Q ~ •1 C. 1 ..n ~ • " ' ~ = 5 ,T + ~ . • . ~/3 r' " ♦ t tr J . ~ t . ♦ / ~ *i i r ~ /ZJ • / t~!` ~ ~ r ~ . ~ . i 1 \ 1 1 ~ 1 4990 1+60 ~ . L, O+QO 0.8 y wc snemac ~ . - i OL VE LANE h , . ~ ~ *,0 . . ~ . ~ . ~J 1 . . ; ,i.s u ,ar PYc SOA 35 e S•0.51; ~ ~49t.00 ' : ~A~ , . ~ ,~.14 . , . . . ~ ~aoc u ~ ~ ~ . to i aREA= 1 120,04 S.F. ~ . . . . ~ 40 . - . . ~ . . : . . . . . . . . . ~ El0 #D 4995.50 ~ . _ , ooNswc'► onu+ 0 o.~ i fn,.1t~►~,~•~,'~1.•''l~. f~:c~71/i~, wttW~~;r~,1~~w/~:t: .•1'~: . "v . .SVE-rM~ r~~...C)~.r fA~!~["C~~b'...a~.•:Q6:. ~:~OS.Y~ ~ . , I DIfCN ALONG LONG ~-a5 49g8•3 ~ r~'~ °~m"~. u s~utt'~". i , m . GM1i El• 4006.00 Z ' 7YK'i► pROELL , GRAIE Fl• 49%,OD ' OFtSEt tdAO l~ SUl 4+41.11. ' ' ~ , 5 R . im " NS'~ALL STRft1 Sk~1 z 4998 18,00 .l QLfY'E !R/L4NC ~D. f m ~,°~1 z ~ _ 8 ► • ' . . ? / ; ~ ~ f... , , , „ C • i: ~ ~ i .4tIVE lANE 3 3 , , . .~uV~~_ ~ - ~ s ~ . ~00 ~ M ~ • , . 3+45,00 E. P, N. • o ~ l STA 1f43A7 l0NG RD. ~ C ~ i ~ / • ~ . TYPICAUWAdJ)LT& (NSS @ , ) a OD ~ pRA1~El• 4996.00., • - . ~ • ~ ' p 1 . , _ „ . . •r-,~~.. . , • , . _ • , N ~ ~t aOD`a' -SW1►LE- `B' , ° ~ . . . . . . . ~ . . B0T1, AREA= 1~. 80,~ S..f, . . ~ . . , - , _ . . . . 80TT, El= 4a~g5,56 . ~ . . . I • '1 A ~ ~.J . . • r ' ~ y~. ~~r~... r.yw. . . ~ , . ~ . . ♦ / f A h ~ FIRE DEPARTMW CERTiFiCA1'104 STAIm + 04 Mr, DISTR?CT N0. 1 HAS APPR4VED TMS RN FLXN IS I:1. CaNFOR{+Iptda WfTi! 11LE Ri NfCESSARY f0R FIRE PROTEXTION..PURPOSE ~ 4 . , , ~ . ~ . 'rD a f T "rg '~f ! I , SCh►1',~RE _ t ~ S P O K A N E t . C O U~T T Y DIVISION OF EIVGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DHPARTMENT - William A. Johns, P.E., County Engineer Dennis M. Scott, P.$., Director July 8, 1996 Randy Hahn, P. E. Hahn Engineering Tom Slade 4404 - 146th Place NE, #N-1 Bellevue, WA 98007 SUBJECT: SP-1028 Submittal Not Accepted at This Time Gentlemen: We have conducted a cursory review of your recent submittal for this project, and we have found items which do not appear to meet the minimum standards of the Sookane Countv Standards for Road and Sewer Construction. We are, therefore, unable to accept your submittal at this time. The attached comment list contains items of concern which we discovered during a cursory review of this submittal. You should be certain, before you resubmit the plans and calculations for this project, that your submittal meets the requirements of all applicable agencies. When the nlans are resubmitted. please mark all chanizes on the revised print in color. If you have any questions about this ceview, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer Edward &4xdfk a, r., P. E. Plan Review Engineer encls: Plans (1 copy) Submittal Checklist (1 copy) cc: project file reviewer (comments only) 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ~ . 0 SFOE:ANE COLnvTY INTERIM ROAD & DRAINAGE SUBMI'rrrAL CHECKLIST PROJECT tt 9.511350 DATE: PROJECT NAME: S L A VF_ S HQ PT PLAT s P io a7 PROJECT SPONSOR: _722A1 .61--A0E~S L14 n F_ Z-iele T TEL 1# PROJECT ENGINEER: ~/~G INF~ IP_ _ I ~l C TEL # /7 ~ - /SSO (Road & Drainage Plans) PROJECT SURVEYOR: TEL # (Plac) PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING IfiEMS. GENERAL ITEMS Ye 4c E3N/A E] 1. A signed "AGREEMENT TO PAY FEES" form has been submitted to Spokane County along with any applicable plat fees, prior to any pre-design/presubmittal meeting vts Er~ El ~ iv H/A E1 2. I have a copy of, and have reviewed the most recent cond.itions of approval and any EIS/MDNS requirements and conditions of approval have been incorporated in this plan submittal. PROJECT DESIGN Y. 63/N. a N/A El 1. I have completed a minimum of one pre-design meeting with Spokane County Development Engineering Services Engineers where agreement was reached on drainage design approach. Yes 0 No 0 H/A [2 2. I have included the results of any geotechnical testing that is required by the design approach to verify design parameters. v~ !Yo El N/A E1 3. I have included an re uired avement d ign y q p es calculations on new Public roadways as required by the / "SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest edition. Y w N o O N/ A 0 4. T h e r o a d a n d d r a. i n a g e p l a n s c o m p l y w i t h t h e" S T A N D A R D R O A D P L A N" r e q u i r e m e n t s f o r p lan, pro fi le, and typical cross section elements contained in"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION" latest ediaon except as allowed through approved design deviations. Ya E3/No ❑ N/A ~ The drainage report • incotporates the minimum requirements for a storm drainage analysis as noted in the GSM and other items which are appropriate to demonstrate that the design meets all requirements of the Spoka.ne County Guidelines for Stormwater Management except as allowed through approved design deviadons. ves~,va ~ N/A D 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed hydrology calculations. Drainage basin map shows topography, proposed drainage features, and correlates with hydrology calculations. Yes 4 0 wA 0 7. All applicable traffic signing requirements are met and have been incorporated in the plan submittal. Yes O No ❑ N/A ID/ 8. I have included copies of all approved DESIGN DEVIATIONS which are required for this project. Yes No o N/A D 9. The plans and drainage report are stamped, signed, and d.ated, and contains, the aPPlicable certificaaon statement. Yes 0 No 13 ruA 15/10. I have included an adequate erosion concrol plan and applicable standard Plan notes. Yes 0"No 1:1 NI,► ~ 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have included proof of their approvals.. Y« 4. E] rrl,► 0 12. I have provided an acceptable means for peipetual maintenance of street and cirainage facilities that is accepcable to Spokane County and have secured and included copies of any required easements. ~dILL gE oN SN0/C'_T PL4'(- v« 0 13 H~All 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency • and have submitted two copies of plans and (1) bound dra.inage report. Ucl:platv 1.0/May95 1 „ Iufiderstaud that the requirements noted above are the minimum requirements necessary to perfornn a cursory review of the project plans, and that additional information should be included with this submittal as necessary. I understand that this submittal will be checked for completeness prior to review, and that it will be returned for further informadoa if it is found to be incomplete. I understand that this submittal will not be accepted for ceview (and placed on the review list) until all required information has been submitted. - Form completed by the responsible Engineer: kA A) ~A HN ComPanY: GJ" CU~tr- Address: ~ g to a 3 ~ ( V [ S 10 /V .s V tr-C- PnK A N E , In~,A-- ~ Zip code Date: ~ L ~ 1 . I ~ ~ ~o . , SUBMITTAL: Accepted for review. Retumed for submittal of the following: GENERAL ITEM # : PROJECT DESIGN # : &Jk--ZD To AWMS ' ni em s ~,av1k~e Ai4o( "h'm . (~w ~46 P06 A 3`Ar ) s4w"D A~- L ~ J~& (9kY~ ~ P) "av ~ n cv~e~r RESUBMITTAL ITEM Fotm returned to: Wi~ Company: Address: Date: By: Spokane Coun PuISlk orks Development Services ~Qll -16 Uckplatv 1.0/May95 2 pppl- HAHN ENGINEERING, INC. ~ ~ ~ ~ A._/N N. 8623 Division Street Suite B SPOKANE, WA 99208 - - - _ - - ~ ~ LETTER (509) 467-1550 ~ DATE . ' TO: I . SUBJECT ..w. . ~ C . - c-L . .a~.............__.._.._......-~-------_......._.._.._.._.._......._----_________... t•; _ ' - . ' . .4 ; _ ~ ~ 3;'0~'iNE COUNTY EhGiNEER _ - ' 44 3 ~ L _ ` .~,~.~c . _ _ t ~ _ ~ _ ~ . _ _.._m . ._.~...._..._W.._-___.__.__ ..._____._..,~~:~_c~..----- . . -___...._..t~~'1~,..~...~. . L4.-:._...._... ~ ........................-----.._...,..__~..m.......~_~_____._..._..~...._.._...__...._.._.___...._.......__..W_..__.__.___._.__............_.._........._ ~ ~ . ❑ Please Reply ❑ No Reply Necessary 1`' wl ~1.~ ~ S1 NED PWOpUCT 3053 r~ Inc., Graon, Mass. 01471. To Order PHONE TOIL FREE 1+800~'r63~0 ~j 40°~6 Pre=Cansumer Content • 1096 Post-Consumer Content QP' L Wahm ~'tgiteezitzg, 9`tc. I-LETTER NORTH 8623 DIVISION - OF TRANSMITTALI, SUITE B R~CEIVED SPOKANE, WA 99208 (509) 467•1550 APR z 81998 DA7 q JOB NO. ' FAX (509) 467-8189 SPQ~KA ' OUN1'Y ENGINEER A-~E ~ TO ~~~',.-Cl~ S R E[ C10 1174 970& o ~ - WE ARE SENDING YOU Attached Cl Under separate cover via the following items: > El Shop drawings 0 Prints ❑ Plans C3 Samples n Specifications Copy of letter f=i Change order H COPIES DATE NO. D • THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted 0 Resubmit copies for approval 0 For your use 0 Approved as noted 0 Submit copies for distribution D As requested D Returned for corrections ❑ Return corrected prints > 0 For review and comment O El FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNE _ _ If enc/osures are not as noied, kind/y notify us at once. Spokane County Engineer's File No. STATEMENT OF AGREEMENT 41ex a corporation of the state of Washington ("SPONSOR") has entered into a contractual agreement with Crl~'i~~3er'i'~ ~ic. ( "ENGINEER" ) for construction engineering services f as recorded under Spokane County Auditor's Document No. 1. The minimum scope of these construction engineering services includes, but is not limited to: A) Daily observation and reporting of construction activities on this project; B) Maintenance of all construction records *related to this project, to include, but not limited to daily inspection reports, manufacturer's certifications, material test reports, and correspondence; C) Assurance that the construction of the roads and appurtenant drainage facilities is according to the certified and approved plans accepted by the Spokane County Engineer, Spokane County General Provisions, the Standard Specifications, and applicable portions of the WSDOT Construction Manual; . D) Survey Staking and Monumentation; E) Development of Record Drawings; and F) Testing of construction materials for compliance to the plans accepted by the Spokane County Engineer, Spokane County General Provisions, the Standard Specifications, and applicable portions of the WSDOT Construction Manual, all according to the edition of the "Spokane County Standards for Road and Sewer Construction" governing this project. 2. Prior to acceptance of the roads and drainage facilities by Spokane County, the Engineer shall submit all construction records and the Record Drawings to the Spokane County Engineer 3. The total estimated cost of the Construction Engineering Services for this project is: # ~ $ Page - 1 . Spokane County Engineer's File No. DATED this &7day of 199s , I . S PONSOR : /~f alGar COl~~f1'~l.G A Washington Corporation B Y E TITLE STATE OF WASHINGTON ) ) ss County of Spokane ) I certify that I know or have satisfactory evidence that is the' person who appeared before me, and that said person acknowledged that he signed this instrument, on oath stated that the information contained in this instrument is factual and accurate, and that he was authorized to execute this instrument, and acknowledged it as the TITLE of CORPOR.ATION , a Washington corporation, to be the free and voluntary act of said . corporation, f or the uses and purposes therein mentioned in the instrument. Dated thisp~ WTMRY f 199 UBL I C n and f or the S taW ` of Washington, residing at , . My appointment expires - ' DATED this44daY of , 199 ~ ~ ENGINEER: 1-lah4 A Washington Corporation Page - 2 Spokane County Engineer's File No. BY Name ) ~ (Title) STATE OF WASHINGTON ) ) ss County of Spokane ) I certify that I know or have satisfactory evidence that , is the person who appeared before me, and that said person acknowledged that he signed this instrument, on oath stated that the information contained in this instrument is factual and accurate, and that he was authorized to execute this instrument, and acknowledged it as the of , a Washington corporation, to be the free and voluntary act of said - corporation, for the uses and purposes therein mentioned in the instrument. Dated this day of 199R IPX ~ cx, , ~.~~P A• KIVF~!,,~ NOTARY PUBLIC in and fbr th Sta e of Washington, residin~at n ,t 5\o , N E • ~ ~ . : Q~Qo~N~.~p~RY My appointment expire~~,,n~~ pa . • _ _ .U . . Z- ~ : PU ~1G ooti: ~O~ 6 ' ~ . : N ~ : ~ .q/VZJARY g ~i~'9~ • • . ~•,,~~0 F W P~~, . Page - 3 ppp,/p ENGINEER' S REVIEW SHEET SHORT PLAT FILE # SP-1028 _95 Related File #f ( ZE-285-57 ) Date to Review 7/7/95 # Date to AA & DR Time Date Received 6/23/95 . Project I'+1ame SINGLE RES No. Lots 4 No. Acres 5.1 Range - Township - Section SITE ADDRESS S ALKI/W LONG PARCEL # 55183.0501 Applicant's Name TOM SLADE Phone # 206)233-7193 Address 4404 146TH PLACE NE #N-1 Phone 2# 206)867-9262 BELLEVUE WA 98007 / FLOOD ZONE No W S School Dates Conditions mailed Owner SLADE TRUST Engineer / Surveyor's / Architect JAMES M GRIFFIS Address 4404 146TH PLACE NE DAVID EVANS & ASSOCIATES 1#N-1 BELLEVUE WA 98007 Phone 206)233-7193 Address 110 W CATALDO AVE Phone / FAX SPOKANE WA 99201 . 327-8697 FAX Planning Contract Person Phone # 456-2205 Date Submitted Description Initials /_ff~AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTING t ~ 13C FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SiGNED DESIGN DEVIATION SUBMITTED ALTERATION TO PLAT - BLOCKS -LOTS BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS HEARING EXAM _APPROVED _DENIED-_APPEALED BBC / PRO7ECT _APP120VED _DENIED BOND QUANTITIES FOR DRAINAGE ITEM CALCULATED STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE) i STAMPED 208 LOT PLANS TO ADMINISTRATIVE ASSISTANT (SANDY) . ~ _ _q " I / 6 PIAni 5 Re ceic1tct C1'v M Ed P e. S'. tJ • 19A~ I?~~ ~A&4rtk 4h rN ~ ~~o ~ ? M~~° S~~ ~ ~ t~ t ~ A-b c~ ~ ►~1" c~~~( 7 - y 14-/4-J5 ak I~ - , ~ -7" 3~ - ?G 5 Q ~c~0P efu S~ Vje~vnn- k - k ~ ~ \ t PLA NAN~ NQ. 51D I STATISTICS DATE Plat 6heck Fee e9 3 Number of Lots Road Miles (New) Total Area ~ ' MAP North Arrow . Scale ~ . i Legend Procedures & Equipment oc Basis.of Bearings ~ Plat Location By Title Official Signature Blocks Surveyors Certificate Road Names Road Widths Ad}acent Area Lot & Block Numbers R!W Dedication designated 1 Foot Strips 3 RPS on GLO Corners xlvev.,,LQ Tract X I..oc Areas A(2-e,-9- lo-2AeIrC . Y.~ y- Bench Mark . Closure CA ) ird,~ Cn",PG 41 C~'.45' - '414ce CATION ~ Description (To Map) Description (To Cert) ma Awo s 4~ Owners ~ Certificate to Plat ~ 1 Foot Strips RID - CPR Statement Access Prohibited R/W Dedication o r. r. Drainage Language 1n Drainage Covenant # Flood Insurance 208 Bonds -$1,000.00 ea 208 PLANS APPROVED _ . Private Road Doc. #'s > Private Road Warning Road Plans Road Bond Improvement ~ Road Bond Inspection Signed By Engineer C/ Aj~ ~Cd - - - ~ ~ ~ - - - k\cMplatlist.ck9195 . s. 7 S P O Y~ A N E . C O U N' y . aDIVISION OF ENGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director April 20, 1998 Mr. Randy Hahn, PE Hahn Engineering, Inc. North 8623 Division Suite B Spokane, WA 99208 RE: SP-1028 - Inspection Agreement & Bond Dear Randy: I received your submittal of an inspection agreement for a commercial project on Aprit 16, 1998 for the above referenced project. This is the wrong agreement form and 1 have enclosed the correct form to fill out and sign. We will calculate an inspection bond amount when we received the correct agreement that will need to be submitted prior to final plat. Please submit the above item as aminimum for final plat. The road and drainage improvements may also have to be bonded for as we have a policy memorandum from the County Engineer that these type of improvements are to be bonded for. Dennis Scott has directed that we hold up on this requirement until he can meet with the Board of County Commissioners to discuss this issue. We should have an answer by late this week or some time next week. I you have any questions, please call me. Sincerely, ~ J William A. Hemmings, PE Development Services Engineer/Manager cc: File 1026 W Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ~ Spokane County F-iigii►eer's File No. STATEMENT OF AGREEMENT , a corporation of the state of Washington ("SPONSOR") has entered into a contractual agreement with ("ENGINEER") for construction engineering services for , as recorded under Spokane County Auditor's Document No. 1. The minimum scope of these construction engineering services includes, but is not limited to: A) Daily observation and reporting of construction activities on this project; B) Maintenance of all construction records related to this project, to include, but not limited to daily inspection reports, manufacturer's certifications, material test reports, and correspondence; C) Assurance that the construction of the roads and appurtenant drainage facilities is according to the certified and approved plans accepted by the Spokane County Engineer, Spokane County General Provisions, the Standard Specifications, and applicable portions of the WSDOT Construction Manual; D) Survey Staking and Monumentation; E) Development of Record Drawings; and F) Testing of construction materials for compliance to the plans accepted by the Spokane County Engineer, Spokane County General Provisions, the Standard Specifications, and applicable portions of the WSDOT Construction Manual, all according to the edition of the "Spokane County Standards for Road and Sewer Construction" governing this project. 2. Prior to acceptance of the roads and drainage-facilities by Spokane County, the Engineer shall submit all construction records and the Record Drawings to the Spokane County Engineer 3. The total estimated cost of the Construction Engineering Services for this project is: $ Page - 1 ~ - - Spokane County Engineer's File No. DATED this day of , 199 SPONSOR: A Washington Corporation By NAME TITLE STATE OF WASHINGTON ) ) ss County of Spokane ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and that said person acknowledged that he signed this instrument, on oath stated that the information contained in this instrument is factual and accurate, and that he was authorized to execute this instrument, and acknowledged it as the TITLE of CORPORATION , a Washington corporation, to be the free and voluntary act of said . corporation, for the uses and purposes therein mentioned in the instrument. Dated this day of , 199 . NOTARY PUBLIC in and for the State of Washington, residing at . . My appointment expires . DATED this day of , 199 ENGINEER: A Washington Corporation Page - 2 Spokane County Eiigineer's File No. By ( Name ) (Title) STATE OF WASHINGTON ) ) ss County of Spokane ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and that said person acknowledged that he signed this instrument, on oath stated that the information contained in this instrument is factual and accurate, and that he was authorized to execute this instrument, and acknowledged it as the of , a Washington corporation, to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned in the instrument. Dated this day of , 199 • NOTARY PUBLIC in and for the State of Washington, residing at _ My appointment expires . Page - 3 WahU6 ~U6(11i~U6e6~6i4'U6~9 OU66/O a' ,V !J U U U V I'UVU U iVORTH 8623 DIVISION SUITE B SPOKANE, UVA 99208 DATE JOB NO. (509) 467-1550 4,/ 14 / 9 8 FP9pX (509) q6y'8dq pO9 A'ITENTION a4 a TO RE: Mr. Bi 11 Hemmings A-Lp X Uadde-r Spokane County Public Works Pro-iect No. 95047 W. 1026 Broadway Spokane, wA 99260 t5minpul ~ APR 1 6 1998 WE ARE SENDING YOU L: Attached Ll Under separate cover via SP~~~ C%MTYIW1q49ms: > Cl Shop drawings 0 Prints fJ Plans 0 Samples 0 Specifications 0 Copy of letter C] Change order ❑ @2J~J"wU = 1 Original Special Inspection Agreement THESE ARE TRANSMITTED as checked below: O For approval 0 Approved as submitted CJ Resubmit copies for approval ❑ For your use D Approved as noted ❑ Submit copies for distribution ~J As requested 0 Returned for corrections ❑ Return corrected prints > L For review and comment ❑ [I FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAIV TO US REMARIxS COPY TO SIGIVED: •~i~~ ' /f enclosures are nof as nofed, frindly no?ify us ~t once. V SPECIAL INSPECTION AGREEMENT: Project Title `2IYO • S Pl 02e 7~ / LnGK l~ S~S T,2$ R4-5-- Project Address .G71zv ~ Project Owner Project Number The above-referenced project requires special inspection of.• {Insert brief description of drainage facility: i.e, type, size, etc.} . The construction of the stormwater system is to be built on this site to control stormwater runoff resulting from the development of this parcel. The purpose of this special inspection is to insure that the drainage facilities are constructed in substantial conformance with the approved and accepted design, and that the facilities will function as intended. PART 1. GENERAL CONDITIONS ~ Definitions: Special Inspector: A Civil Engineer licensed in the State of Washington, and its authorized agents, hired by the Owner, to provide quality control testing and inspection services. Owner: The person or company sponsoring the project Contractor: The person or company hired by the Owner to construct the facilities. Accepted Plans: Civil plans for the above referenced project, prepared, stamped, and approved by a Wash. Licensed Engineer, which have been reviewed by the County Engineer's Office and accepted for construction. Special Inspection Agreement page: 1 Spokane County Project No. qsoz/ 7 , Design Engineer: The Engineer of Record for the design of the stormwater control plans. This Engineer must be a Civil Engineer licensed in the State of Washington. General Conditions The Owner, Contractor, and Special Inspector are to perform their respective duties in a cooperative manner, to insure that the drainage facilities are constructed in accordance with the approved and Accepted Plans. This Agreement shall be signed by the responsible parties, the Contractor, Owner and Special Inspector, prior to issuance of a building permit. Special Inspecdon Agreement q,-(9Zipage: 2 Spokane County Project No. . ' . PART 2. SPECIFIC REQUIREMENTS FOR THE CONTRACTOR: 1. The Contractor shall provide the Special Inspector two working days notice prior to perfornung any construction activity that will require inspection by the Special Inspector. 2. Activities that will require inspection include, but will not be limited to: a) Excavation of drainage pond areas, conveyance ditches, berms, and any other earthwork. b) Placement of fill for drainage areas. c) Placement of manholes, catch basins, gravity or pressure-line storm drainage piping, poured-in-place drainage structures, gravel drainfields, pumping systems, stormwater ponds and disposal facilities, etc. ~ Finish grading; installation of sodding, seeding, landscaping, and irrigation systems; ~ final cleanup. ` 3. The Contractor is responsible for reviewing the approved plans for additional activities that require inspection by the Special Inspector. 4. The Contractor shall correct any deficiencies in the work, as noted by the -Special Inspector, in a timely fashion. 5. The Contractor shall notify the Owner, the Special Inspector, the County Engineer, and the Design Engineer immediately of any unexpected site conditions that would prevent the construction of the improvements as designed or which would cause the drainage facilities to not function as intended in the design (as shown in the Accepted Plans). 6. The Contractor shall read and understand the Owner's and Special Inspector's portions of this Agreement. CorrrR.A oR: Vf 51~~Ql~C1/d~ ~ - B . DAT'E: (Authonzed Signatur c° rc (Print Name) Please copy and retain for your records Special Inspection Agreement 1-0~ page: 3 Spokane County Project No. PART 2. SPECIFIC REQUIREMENTS (Cont.) FOR THE OWNER: 1. The Owner agrees to employ a Professional Engi.neer, licensed in the State of Washington, prior to construction, for the purpose of being a Special Inspector of the construction activities relating to stormwater drainage. . 2. For coordination purposes, the Owner shall provide the Contractor the name and phone number of the Special Inspector; and the Owner shall provide the Special Inspector the name and phone number of the Contractor. 3. The Owner shall aid the Special Inspector in bei.ng present on the site when required. The Owner shall also aid the Special Inspector in submitting final reports, testing data, and As- Built drawings to the Spokane County Engineers. 4. The Owner shall help to facilitate the correction of any deficient aspects of the stormwater drainage system. 5. The Owner shall read and understand the Contractor's and Special Inspector's portions of this Agreement. OWNER: BY: /j~T~~ DATE: S ~ (Authorized Signature) . jqzz'rc A A c ~12 (Print Name) Please copy and retain for your records Special Inspection Agreement page: 4 Spokane County Project No. 7 PART 2. SPECIFIC REQUIREMENTS (Cont.) FOR THE SPECIAL INSPECTOR: 1. The Special Inspector shall perform job site inspection, materials testing and quality control services to an extent that the drainage facilities associated with the project will function: a) in accordance with the applicable Spokane County Codes and regulations; b) as intended in the design; c) in conformance with the Design Deviation Conditions associated with this project, if any; and d) as shown in the Accepted Plans. 2. The Special Inspector must be licensed as a Professional Engineer in the State of Washington. 3. The Special Inspector has the responsibility of being present on the site when he/she is notified by the Contractor that work will be performed that requires inspection. 4. The Special Inspector shall log into the Inspection Record Card each time that he/she performs inspection work on the site. 5. The Special Inspector shall use the Accepted Plans of Record, as defined above, for overseeing the construction of the drainage facilities. 6. Examples of inspection duties include, but are not limited to: a) During excavation and construction of pond areas, ditches, berms, etc.: i) Note significant changes in soil or presence of groundwater. ii) Confirm: . a) Elevations of ponds, berms, conveyance ditches. b) Side slopes: grades and embankment stability.. c) Dimensions of ponds, berms, and ditches. d) Horizontal locations of improvements. e) Pond liner materials and installation procedures, if used. f) Soil compaction. g) Elevations and dimensions of drainage stnictures. iu) Perform testing of fill material for gradation and compaction. b) Perform testing of cement concrete for compressive strength, slump, and air entrainment. c) Inspect the placement of reinforcing steel in cement concrete structures. Special Inspection Agreement page: 5 Spokane County Project No. l . . . r d) Inspection of the placement of gravity or pressure-pipe stormwater lines. Inspect pipe material, size, length, grade, construction methods. e) Observe the placement of sod, seed, landscaping, and irrigation systems. Ensure that these items meet specifications, and that they do not interfere with or harm the stormwater control system. fl See Exhibit `A', which is attached. 7. Often, the Special Inspector will need to perform inspection duties beyond the minimum requirements set forth on the plans or listed herein. It is recommended that WSDOT Specifications be used where specifications are not expressly given. 8. The Special Inspector shall notify the Contractor, Owner, the Design Engineer, and the County Engineer immediately if unexpected conditions are encountered that would prevent the proper construction of the improvements, or that would negatively affect the operation of the drainage facilities as designed. 9. Copies of all routine reports shall be submitted by the Special Inspector to both the County Engineer and the Department of Building and Planning on a weekly basis. 10. Prior to the issuance of a Certificate of Occupancy for this project: a) The Special Inspector shall submit inspection reports, lab reports, and Certified Record Drawings. The Record Drawing shall be stamped and signed by the Special Inspector, with a statement on the plans that the constructed improvements are in substantial conformance with the approved plans of record, and that the improvements will operate within the parameters used in the design. b) The Owner, Contractor and Special Inspector shall acquire written acceptance of the Record Drawings and inspection reports from the County Engineer. 11. The Special Inspector shall read and understand the Contractor's and Owner's portions of this Agreement. SPECIAL INSPECTION FIRM: ~ SPECIAL INSPECTOR: ~ DATE: (Authoriz Signature) 2~ouclezl f ti . ~ Zq ^7 (Print Name) (WA Professional Engineers License No.) Please copy and retain for your records Sgecial Inspection Agreement page: 6 Spokane County Project No. 11/04/1.993 22:53 509-924-9746 DUNSMORE SURVEYORS PAGE 01 . ~ , . . . . , . . _ . . , . , . Dli11Sji101'e L1nd Silrveyoi•s, Il,c. LICGN5LD 1N 1rVn5U11NG'ION, IUAI•iV & MUN"lANA N. 1115 I'i»ea Itcl. • SF~ukn~tie, WJ1 9920G (509) 924-9748 FACS 1t1Ii,E ITZAN5F1 I55I UN CUVER 51 tEU UAYE~ . ../.~~~.~~7~~.._..__ TI19Et , . , TiIRNSttIT TO PAx .3~.7„~,...... _ iUYAI. PhGtS: ~ t InCludl:iv cover 1ittorf , . ,._..u.._.~._. . T U t NAi~t~ , ~~~cf. . . y.~.►!_~`' cuPiP6',i•lY._..,. . LOC A? I UN F f Ut # s riArtic ~1)r~~i~~1?1 b _ ,~1.'!.!!~c~ ~P~-~~_.L.o_.+r4~~.~.~....•...._. , . _ . . . . _ 11/04/1993 22:53 569-924-974E DUNSMORE SURVEYORS PAGE 02 SEP-25-96 10s45 AM TRANSNATION 326 7012 P.Oi c .1 OAl,ryAV;LO P A COROEjD / DECirAMTION oF CovENANT SEP 2 5 1996 In rc~i~sic~erntron of the RprrovAl by Spokaue Cc~unty of ?-4* T~ -C~k bVZj- - - - - , - ~ (hereinafter referrcd to as titc "Developi:texit"), the uudersigded coveDatits and agrecs tbat.: ~ , l. Tbe subdivider/spovsor wi1l construct the privAte roads and associatcd drainage facilities in ~ confot'iil-ance w1th ille approvCCI p1all3 Or1 fit2 in the COliyty EllgtJieel'~S Office. ~ ~ 2. A lot is serv d by a prlvate road when: a, the olity roacl frootage for the 1ot in the Developtnent is on the priv4e roacl, or; b. a lot havicig fi-ont~lge o» niarc thao otie roiid (pubhc or Private) coustructs an approacii to tljc private road. 3. Tbe owne.t(s) of any Iot created by the Developttleut oi• atternAtiou the-reof and servcd by a pi-ivate road sliatl be respoiisiUle for rtiaintenarice vf sai'd private road, ilicluding associated drainage facilities in conforiitance wiili approved plaris vn fite wlth the Cnunty Engineets office. 4. MBiDtciiaiice ftliaiicing of the private roacls and associated drainage faciiitie.s s1iaI1 be Ita a mAtirter determined by the owtlers of: s/ e. the.12iAjor-ity of iots servecl by sticti private ruud; k-000' . . ; . , r d. , 5. ln the evetit strcli private i-oad, iDCIudiiig associated dtaiilage facilities is iniproved to Spokatie Couiity staiidarcls for public streets, and ilte County is willing to accept the dedicetiUn of sucL road auJ facilities, eacli lot owner sliflv execule ADy docutrleDts iieceS9R1y to aCc-cl]lplistl 9t1ci1 dedfCBtioD. 5. Owuers of lots witbiii the DeveloplTleDt who are scived by sucb road, niay sue aad recove.r dRUjages and attorney's fccs frofli auy owner of aliy 1ot witlilll the Developtnent wbich is Sunifarly served wbo tefi)sed to participate in the roacl and drainase facilities, coilstruction, firiaocing, Alld II1A1ntCllc1T1C@. 1. WARNING: Spokaile Coujity bas no responsihility to build, iulprove, or nlaintai» or otliclwlse service the privAte roacis, iticluding Associated drainage faeilities, contained witliln or pl-oviding seivice to the propcrty detcril?cd in tliis DeveIoptilent. By acr-epting tbis Development or stibsequently by allowing a builcli>>g rerinit to be is.gucd for property on a private road, Spokane Cotivt}- assutnes no obiigation for said PTivAtc rozd end the owliers Leteby Rcknowledge tliat the CouDty has no obligatio» of any kind of liature wbatsoeder to establish, examine, stisvey, constr4ct, alt.er, repair iuiprove, niaintatn, providc draiiiagc or snow rculoval oD a prsvate road, or Associated dr(iinage faeilities. . This Goveiiazit aDd agrcernettt shall i-uu u'itli the lznd aud sLall be bindiag upon the pwner, tlieir l:eirs, SUGCeSSorS 01' assigiis, including the ovligation to pR1'ticipate iv t11e maintCn3ilCe of the private ruad, and dI'A111Rge facilities as provJdecl herein. ~ f_,.---'l_ r'~ ~ • G~t~~ " 1~t~rG~•P~✓'l~j~~~ ~ d~~S n V Yy1-lrtt TA1'EW"WASHINGTUN ) . 1 AATED tltis of 19~. 4"W - 'o«ttty of ) On tbis day persoiialiy Ftppeared befote nie 1 • ~ 1 ~i' . • ~ . ~ " • • . . nowti to itie tu be the inclividual(s) desci-ibed in avd whc} e.xe.cuted the witliin and foregoing iiisttumetlt nd acknowledged that tie/she/thcy signed thc same as bis/lierltUcir free and votuntary act and deed for ie uses and purposcs tliereiD stated. GIdEN tJNDER N11' HANv ANln OFI°1CIAL SLAL this day of 19 ~ ~ . NotRt Publlc in aud fo r tL ''tate of Wasliingtoii, residing at pokzne ~ OFFICE OF TH'E COUNTY ENGINEER . ~ ~~~~Y WfASKINGTQN T4: IAtmY Dtms4m FE21OM : DAVZ E,EfLTO . DARE: August 7, 1996 SUBJECT: DRAINAvE LANGUAGE SP-102e-95 TOM SI,ADE Drainage Easementec, as platted and shown hereon, which ere far thE , 'purpaae of installing,operating, and maintaining drainage swale' and drainage facilities, •az conditionz of plat agproval, are hereby granted . to Spokane County aild the public. - . Tr,e property owners within triis 8Y1GZ,t plet sYisll be responsible for ke6pinq Gpen and maLintuininq th6 curfac6 path of •natural or man-made _ drainage f1GW GVaE' and ecross th6ir rempective properties. - The nrap6rty owner or hia rEprecentative ahull inform each sucGeeding purcriasEr of all r3rbirieyE Easements an the propErty end of their rESparisibility far meinteining surfece drainage patris and fswelES withiiz aaid eumem6nto. Spokane County doe3 not accept the reogonsibility of maintaining the drainage couroe on grivate loto within drainage eznemento or floadplctin . areas, nar the respansibility foi, any detnsge whatsoever, including, but nat limited to, inverme condemnntion to any prapertiez due to deficient consti•uctian siid or maliite»ance af drainege course8 in the drainage eesemetztg on private praperty. • Any building that i' conotructed on a lot in thi' Shart Plat ohall be 'et nt auch an elevation so aa to provide' po'itide drainage from n drainage eiitry point to the building (inclu3ing but_ nOt limited to a window well, a window-- unprotected by ' s windaw well, or a doorway). 3aid positive , drainage ehall consist of a minimum slope of 3% away from the building foL• a dietaiice of at leaet 10 feet fr•oai the building. The lota ahall be ' graded so that either a) all runoff is routed awsy from the building, and • - conveyed oveL• -the---lote - to a natural--di•ainage 'swale or - approved drainage facility, or b) drainage intercggted on the lot ic dinpozed af on the lat in an approved drainage facility. The approved drainage facility ohall . be conztructed in aaGOrdance with the approved planz on file at the Gounty Engineer'n Office. Any revinioni to the approved drainage plan3 mu't be aggraved by the County Engineer'z' nffice,prior to conotruction af aaid revi'ionz. OFFICF. OF T~ ~ SPO~'.~~ COUNTY WASHINGTC3N oxmsmw VP,XM : =I= DAM: August 7, 1996 ~j-T: ~~~~~E LANCvUAuE :P-102e-95 SLADE Drainage Easements, as platt~~ an~ showr3 hereon` which are for the purpoze of inatalling, opegating, and maintaining dgainage zvm1ez and dz°ainage facilitieu, az conditions of plzxt approval, are hereby grantee~ ~pokaY~e county aild the pub1ic. TTm~ property aivizers iqithin this short p5.a~ shall he responsible for keeping open innd ~i%intaina.ng the *urf*ce path of natuYal og man-made drainage flovi ov~~ ~nd across their respective properties. Th~ ~~operty ovne+g or hi* repre*entntiv~ nhn11 inforn ench nucceeding pui°c2iaser of all d~.~ain~~~ ~~~~~ent~ on the property and of their resp~~~2i'taility for mai~tafning surfa~~ drainage paths and awal~a wlthti.n caid eanement5. Opokane County does not accept the responnibility of mabntaining the drain~~e course on pgivate 1.otn w? thin dgainnge en5ementn ar floodplnin areasF nor the respoiiaibility fo-r any damgge whatsoever, ir,eluding, but , not limited to, gnveroe condemnatio~ ~o ?~ny pgopertie-7 due to deficient I construct~on aa~~ or maint~~~ance of drainage courses f.n the drainage I easement~ on priv~~e propertyo ~ Any beailding that gz con~tructed on a lot in thi.z Short Plat zhall he met at .5uch nn eI.evation no az to provide goci.tive drainckge from a drainage enti•y point to the building (i11cl11di11g but not 1imited to e w1ndow we1l, a wiiidow u,1prOtE`cted by a wiiid~w wL-l.l, or a doorwray) . sa"Ld poaitive draf,iiage shall coiisist of a mgnimum s1,ope of 3-5 away from the lsuilcling for a distance of at 1.e&st 10 feet from the building. The 1.ot2 aha1i be greded so th&t eithei° ap al1 rur3off ~s routed awray fi9ont the buYlding, and cotiveyed over the Yats to a natural drainage awa1e or appi°oved draInage facil.ity, oa~ ~retinage gntersepted on the lot in dizpozed of on the 1ot in an apprcived drainacje faci3ity. The approved drainage facility shall ' be constructed in aGcordance witri the apgroved plans on file at the County Engineer' s Offic.c. Any roviBiono to the agprowed droinnge p1 an~ mu~t be approved by the Cougaty Enga.nees' f Oafice pgior to Gonztruction of naid r~viziono. TR.ANSNATION TITLE INSUR.ANCE COMPANY 720 NORTH ARGONNE ROAD SPOKANE, WASHIIVGTON 99212 (509) 922-2222/FAX 926-1519 TRANSNATION NO.: SH198014 PREPARED FOR: RE: SLADE TOM SLADE 4404 146TH PLACE N.E. - #N-I BELLEVLTE, WA 98007 cc: Spokane County Engineers cc: Spokane County Planning cc: Dunsmore Land Surveyors SUPPLEMENTAL TITLE COI+IlMITMENT NUMBER 1 TO 2ND REPORT ATTENTION: This Supplemental contains changes which impact title to property set forth in the above-referenced commitment. S C H E D U L E "B" : x There has been no change in the title to the property covered by this order since March 13, 1996, EXCEPT the matters noted hereinabove. Dated as of August 27, 1996 at 8:00 A.M. TRANSNATION TITLE INSURANCE COMPANY ~ By ' Sean Heath, Title Officer sc TRANSNATION TITLE INSURANCE COMPANY 720 N4RTH ARGONNE ROAD SPOICANE, WASHINGTON 99212 (509) 922-2222/FAX 926-1519 TR.A.NSNATION NO. : SH198014 PREPARED FOR: RE: ' SLADE TOM SLADE 4404 146TH PLACE N. E. -#N-J. BELLEV[JE, WA 9 8 0 0 7 cc: Spokane County Engineers cc: Spokane County Planning cc: Dunsmore Land Surveyors SUPPLEMENTAL TITLE COMriITMENT NUN:BER 1 TO 2ND REPORT ATTENTION: This Supplemental contains cha.).ges wliich impact title to property set forth in the above-referenced commitment. S C H E D U L E "B" : x There Ylas been no change in the title to rhe property covered by this order since March 13, 1996, EXCEPT the matters noted hereinabove. Dated as of August 27, 1996 at 8:00 A.M. TRANSNATION TIT E TNSURANCE COMPANY ~ l BY ' Sean Heath, Title Officer . sc . s TRANSAMERI CA T I TLE INSLTRANCE COMPANY RECpVEp NORTH 7 2 O ARGONNE i ~ vU/~ ~ 1.~996 S POKANE , WASHINGTON 99212 Prepared f or : ~~aCetl[~' TOM SLADE Order No.: SH198014 4404 146TH PLACE N.E. ~N -I BELLEWE, WA 98007 cc: Spokane County Planning cc: Spokane County Engineers RECEIVED cc : Dunsmore Land Surveyors SPOKANE C011NT1r SECOND P L A T C E R T I F I C A T E MAR 221996 E f f ec t ive Dat e: March 13, 1996 at 8: 0 0 a. m. DIVISIDN OF BUILDtNQ AND PLANNIIYG BYe Certificate for filing Plat of : SP-1028-95 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: Lot 1 in Block 17 of CORBIN ADDITION TO GREENACRES as per plat thereof recorded in Volume "S" of Plats, Page 30; EXCEPT the South 4 1/2 fzet thereof; Situate in the County of Spokane, State of Washington. VESTED IN: LEON W. SLADE and MARY S. SLADE, as Co-Trustees of the LEON W. SLADE MARY S. SLADE TRUST. EXCEPTIONS: \ 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 55183.0501. Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future assessments by Consolidated Irrigation District No. 19. Page 1 of 3 4rder No. SH198014 3. Liability to future charges by Spokane County for Storm Water service. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Spokane Valley Farms Company, a corporation AND= Community Service Company, a corporation DATED: July 5, 1923 RECORDED: November 10, 1923, In Book "X" of Contracts, page 282 RECORDING NO.: , 733599 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.: and providing for lien for unpaid charges for such service 5. Restrictions imposed by instrument recorded on March 7, 1926, under Recording No. 930871, as follows: That all buildings built on Lots 17 to 34 inclusive in Block 12, and Lots 24 to 46 inclusive in Block 15, shall be construct of brick or f ire -proof material. No property sold in Corbin Addition to Greenacres shall be used for business purpose of any kind prior to January 1, 1929, except the property specified in Paragraph 1 preceding and except Lots 1 to 14 inclusive in Block 12, Lots 1 to 10 inclusive in Block 15 and Lots 1 to 23 inclusive in Block 23, provided however, that this shall not prevent the owner of any tract of land in said Addition from selling the products raised by such owner on said tract. No dwelling shall be erected or permitted to remain on said land of less cost than $1, 500 . 00; however a temporary house may be built and used for not to exceed two years. Al1 buildings must be painted or stained. At least one-half of said land shall be improved within two years from date of purchase. Page 2 of 3 . Order No. SH198014 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The United States of America, its successors and assigns PURPOSE: To construct, reconstruct, operate and maintain an irrigation turnout and appurtenances AREA AFFECTED : East 20 feet of South 20 feet of North 273 feet of Lot 1, Block 17, of said Addn. RECORDED: November 24, 1964 RECORDING NO.: 65679C 7. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. END OF EXCEPTIONS ~ TRANSAMERICA TITLE,-INSUR.ANCE COMPANY BY Forservice on this order call: (509) 922-2222 (FAX) 926-1519 Sean Heath, Title Officer sc/pds ' Page 3 of 3 ~o'o / v r za T~ !z 8~' ' i~•~' ' ~ • ~ ~ .Z' lAq _ . . ~ i, ' I Y ~ ~ ~ ~ ~ 7 • _1_. 3 ~ 7 / _.r ..Y, I I , r ; ~ I. I I ~ ~ i 93 ► , ~ ~ . - ~I ( ~S -1 ~ 7nG`,f~l:=~`•I'~~C;',';~ i!'I!,~!i'!"~!~iltl~'CC CC~(V;";1~1: ~ ~ ~11 ! ~~r~rr~ I J I -f t~l. "'~i~ f i`'• •7. .11~~11~:~~ 1.~1:1~ f'.i~, Fvl ~'~')i I \ti~ ~ ~ \ , I . i:~,_:i.l~':~ 'I..~i <<~Ic~';~~~~74 .^~:•;;'.'I : i1 (,~.^h~ 1 ' , f '-:i !,,p,i...,; ; ~n F... -,h~~~;.~• 4't'r:'~.~ ~,v ~ i ; ~ ~ r ~ ~ I r•~ i~. il'lr., r}•;f Ir~~1,r.~ n~ yi ~ i J/-~ ~~~j~ / ~ f~ ' • I~,'t~:li~°E11 ;'!',~'~'.{'~;1 (7'~ ~.:~~1 i~ tr_ I ~ . I ~..~`q! • ' ~ ~7 ~ ~ i . i . ~ ~ ~.9 ti ~ 1 ~'1' o. n'~ ~ X If ~;w^tj:°i:stl. , ! . o: ` 01;2 , ; . : - . I . c ol as I ~ T. l 1 . r-.- ~ ^ j i ► i i,~•l _ _ _ ~ ~ ~ ~ . _ _ . _ \ ~ _ ~ _ . ' ~I , - 11 . ~V ~ : • ~ - ( r~ ' . , , . J , I . ~ I • ~ " - - ~ ~ ~ , . / ~ ~X 7- 77' Zlol:`a1ER:1~11~ Bli~~~~~~Y WlY°H EAST A~~ ~~UT.1 LINE DISTAMCES CALI~1~01U'~ATF: % I; •9-96 D. n INVERSE ~e, TF ~ D. ~T, 0 0~ T~~'.d~ I ll' N V 11 0 13 30. m w 704. a700 1704.36457 TID7. 23a99 2 2 711V N SS eC 0 1~ 2 5 2 4 0 '~3 1704. 8G457 2 6 2~o G, 3 A~~~~.~ ~ ~ INC" ~ ~ IC 44). m E S'39. 50314 M27. 82.y,~0 11-2 4 INV b~ 89 Z39 21. S i~ 20S27. ~2075 10~~. 0@0@0 AW4.. ~ciW)T I erplom ANCiLE D'7~;T MORTH EAST T~ LOT 1 M1,2CK ~ A([,CULATED AUTO INVERSE S)TARl° 1634. 85457 3605. 97395 ~ a IN~ s T 10 40.0 E 685.3610 9199. 5(ZGa7 3608. 100~~ ~ 13 1 ~v N 83 59 21.0 W 32G. 4625 999. 56859 3 2 8 1. (5 3 7 7313 1 el AtAl INV N 0 13 39.2 W 685. 30,14 1684. 86457 3278. 9.ILl5 11 11 I1~V N 90 00 MO E 327. 0578 1684. BS457 3G@5. 973lD5 a 1684. 8G457 3505. 97395 NQ~ C4.,02URE ERRGR Arna 222927. 42 mq ft 5. 14090 ac FROM AR~GLE D I ST NOR'I'H EA= 'g'O PLAT "~OUNDRY ~~~"ULATED Alu i'~ INVERS 1684.86457 3GO5. '37~~~ 8 In INV s S 10 43.0 1~ GM. s61z 1004. 00G87 3E08. 03653 12 12 aNV N 89 59 21.0 W 326. 4~~4 1004. 06860 3281. 62012 13 12 ~~V IN 0 13 39.2 W 68W. SA13 1634. 864,97 3278.916.115 11 il IN1~ ~ 9C~ 00 00.0 E 327. 0578 1684. 86457 ~~019. 9`~~~~ 8 IG84. 86457 v605. 9'739~ 8 ,N0 C I,.~~U r E ERROR Ar~a 2224GB. 2~?) Liq f t 5. 10717 ac A~~DLE DTS'C NORTH EAST T~ PL.AT ~~OJN~RY AJT0 INVEI~~E i'JTARI' 1684. 86457 3Ge5. 97395 8 a I8~~ ~ 0 IT 4T. 0 E sse. 85oe ISS4. 01784 36e,8. 08649 14 .14 INV N 89 59 21. 0 W 32G. 4300 10@4. 07955 3281. 65650 15 15 INV N 0 13 37.0 W 68(6.7994) 1684. 86422 327a. ~~~~~5 16 16 INV N 33 00 00.0 E 327. 9;~0',4 1684. 864~~ 26(bb. 'U7995 17 LAT & DEF 0.00034 -0. 17 M;LO5E N 8G 43 50.4 W 0.0060 1G84. 86457 3605. 97395 8 ~REC: ~ 1 TO 335525 Area 222437. 23 oq ft 5. 106~~ ar, .17 INV s 0 10 38.2 E 680. 811,36 1004. 01784 3608. 08649 14 14 IN11 s 0 1S 40.0 E 0. 0its 9.004. 00E►87 3GO8. 08652 12 12 INV N 89 59 21.0 W 326. 4664 1004. 06860 32al. 62012 13 12 ~~~v N 72 1: 29.0 E 0.0380 Im04. 07956 3281.65650 15 15 INV N 0 13 37. @ W S80. 799W 1Ga4. 86422 3278. 95995 16 16 INV N 89 23 0G. 9 W 0.0438 I684. 8G457 2278. 91G1~ 11 P F. C'i". D:S7 MOR7°H Ey ST 70 '?`~~OT D AREA AU": ~ INVERSE e~`lAR:' IGS4. 86457 2605. 97395 8 e s 0 10 40.0 ~ 4136.5500 1188. ~~G9-G 3607. 51496 18 IB :~Nv N 89 59 21.0 W 326. 590O 1188. 278,7g 2280. 024~~~ ~'D IC" INV N 0 13 37.0 W 4136. 5SOO IG&4. 8G48g 327a. 95801 20 20 INV N so 00 00.0 E 327. S20S 1684.86431 3505. 1D7801 21, I AT R. nF'p ~CLOSE S BG 31 59. 3 W 0.0041 16640 66451 a P~~~ ~ I TO 404SIZ Area IS2295. 85 sq It 3.72580 ~c FRCM ANGL~ DIS'd' NORTH EAST TO c A'171A AUZf'C INl~ERSE START 1188. 21GS6 3607. 51493 1~ 16 I~ IN v s 0 10 40.0 E 184. 20TT~ 10m4. 01784 3608. 06649 14 14 I^V 1~ 89 59 21.0 W 109. ~300 1004. 03850 3498. 85649 22 22 : N, v N 0 13 37.0 W 1~'~4 . 2000 1188.23705 3498. 1 2689 23 23 INV S 89 59 21. T E 1013. 31300 1188. 21G37 3Gm7. 51GS9 24 LA°II' & DEP 0.00059 °m. ~0194 24 HCLOSE N 73 G5 O6. 7 W 0.0020 1188.21696 3607 . 51613G 18 PREC 1;-- g TC~ 2~~2013 Arou ° 20134. 55 se~ ft 0.46223 ac FRCb~ ANGLE DIS'T NOR7'H EAST TO START 10@4. 03850 3498. 6:5G49 22 22 Ii~~ ~ ~ 13 37. ~ W 18,6. 2000 1188. 23705 3498. 12689 23 24*23 BEARING 23 TRAV N 39 59 21.0 W 103. 6000 1138. 25758 3389. 5~~~~ 25 FROM AIIG~E DIST MCRTM EAS't' °I'O TRACT B AREA ~~VF-RSE STAI'T 1004. 038150 3498. ~~~49 22 22 INV N 0 13 37.0 W 184. 20SO 1188. 23705 3498.12689 23 23 ~~V N 89 .59 21.0 C;,P 108. 6000 1188. 25'7~8 3389. 52690 25 25 7~~ ~ 0 13 37.0 E 1 84. ~00,0 1 OC44. 05903 3390. 25650 26 aINV S SS 59 21.0 E 108. 6@00 1004.03850 3498. 85G49 27 1004.03850 3498. 85S49 22 E~~~ ~L ~S U R P, E R P. U, R Ar~a 20003. I-):i cq f t e~ 5 9 2 3 a~ 2"MCR: Inval.-W (~oni ~j~und,: rp. 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' o' s - ~a ^ ^ ~ fi ^ t ~ 5~ ~y (j. 4 5' .r-~ a?~ : ~ °a r,,,~ V". ^9 ~ . ~ . .n . . . ~~s..J' o l~~ t.'~..~ o ~Q~~ 15 CY,~ C ~l.1 o Cp. ~ J eGr e3k. Cry= d o c.y d J., ,.~n i .'~u~I~.:.<.~ . ~ ~~S . ~ S ~o~w J~ :•`~u^~'(.,d ~ Jo ~ S~~ e.~i~o 'Cr+Sc~~~~.Y (1~. I I TOM SLADE 2 5 9 5 j 4404 - 146TH PL., NE., 11'0. M ~ I BELLEViJE, WA 98001 19-T6 19_28/1254 j Pay To ~ Y The Order Of ~ v C O ( e x nouars 1 ° i FIRST INTERSTATE BANK OF WASHINGTON, N.A. SPOKANE VALLEY OFFDCE • P.O. 60X 14756 SPOKANE, WA 99214 r/~ p p~ V ~ For~'c' ~1 t~~~ i-i: L 25000 2861:0305 8309 25"' 2595 ~ RECEIPT Date 19 2323 ~ Received From~. bk~ S% Address ,Dollars $ 1~~• ~ For ST m a.-,y . ACCOUNT ~ HOW PAID A~O 0W I ( ~~H I• ( p AMT. PAID l jOC, 160 1 CFiECK BAIAPICE MONET t aUE I I ORDER By, ~ ~ v ~ 8KtQ8 REDFOW. - p . C • 1 - ~ t ~ .a S 1~ C7 I~. .n N F- C~ U U N 1.' Y - _ _ Or•f-iCr: or• `D lE (.OtIN'CY ENGINI?T:R • A DIVISIQN OF 7'ITii MUBLIC WORKS DEPnRTMFNT ROriaId C. 1-IOTIlla11I1, i'.E., County t;ngineer Dennis M. Scott, ['.E., Uirector AGREEIVIENT TQ 1'AX T'EES ENGINEER'S AGR.ETMEN'T NUMBER o ~ This agreenient betweeti Spokane C:ounty a►id TOM SLADE, Agent (w►me or person) ' whose inlerest in the project is Agent , (i.e. owner, agenc, eic.) ( is entered into this Sf day of P n/ c~t , 19 . This agreement is apnlicable to the project kilowrl as: Short Plat SP-1028-95 kproject auuress or tucname ar, nie numiierJ Tllat tlle individuals and parties named herein as having an interest itl the above described property or project agree to lhe follawing: : l. Reiiiiburse Snokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Cocle. 'I'he fees will be based oll actual sa(ary costs incurred . by Spokane Counky for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. Any billing amounts due, includiiig any expenses incurred in the collection of an overdue account, must be paid prior to the County's acceptance of the project for filing. If a project is approved and/or . filed with a balacice stilt owing, tlie wipaid balance shall be paid witllin 30 days of the invoice date. 2. 'I'he undersigiied agrees that these fees are due a►id nayable upon receipt of the billing as specifiied above. 3. Any invoices not paiei witliin 30 days of the invoice date will be consiclered delinquent. If any outstailding balance ori tlie account for this project is not paid witllin 30 days of the invoice date, tio furtlier reviews of the project documents will be conciucted until the entire accowit balance is paid. Any balance on the account for this project not paid within CS days of the iilvoice date may result in legal action or the initiation of ot}ler collection procedures, incluciing referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the Counly for the collection of overdue accounts. 4. Tlle monllily billing sliould be seilt to the attention of: NAME: Tom Slade nDDRESS: 4404 146th Place NE #N-1 CITY, STnTE: Bel levue , WA ' , Z1P CODE: 98007 . PHONE (206) 233-7193 1 understand that failure to pay tl►ese fees may result in clelay in completioli or approva( of the project or other . possible sanctions. ❑ If this fee agreeinent is completed by someone other than the Sponsor (i.e., the project nwrier or apxincipai. in the firm sponsoririg 'Lhe n.oj%--;,t), such as the Lngineer designiiig the projcct, t1ien wrilten authorizatioti frocn the „sor specir,caiiy authorizing the Agent to execute this Fee Agreetnent is a a ed to ~1' is ~ Agreement. SIGNnTURE By: 0 Tom Slade (PRINT NAME) RE'TURN YELLUW COPY 'I'O SPOKANE COUN'I'Y ENGINECRS k\p\nngrcemen.fee 2/I/95 • 1026 W. Bro.1dwiy Avc. • Sjinkine, I-VA 99260-0170 •(509) 956-3600 FnX- (509) 324-3475 .'I'Di7: (509) 324-3166 ' . t T RECQVED BEFORE THE SPOKANE COUNTY JUL 2 6 1995 DIVISION OF BUILDING AND PLANNING CourrtY Engineering IN THE MATTER OF ) FINDINGS OF FACT, SHORT PLAT NO. SP-1028-95 ) CONCLUSIONS AND I)ECISION THIS MATTER, an application for subdivision of land from Tom Slade has been received and decided upon, pursuant to Spokane County Subdivision regulations, on the 26th day of July, 1995. FINDINGS OF FACT AND CONCLUSIONS 1. The individual signing below has further been properly delegated the responsibility for rendering the decision by the Spokane County Director of Building and Planning. 2. The proposal is to divide approximately 5.14 acres into 41ots for 1 existing single family residence and 3 new additional residential lots and those uses permitted in the Urban Residential-3.5 (UR-3.5) zone. 3. The proposal is located at the southwest corner of the intersection of Alki Avenue and Long Road in the SW 1/4 of Section 18, Township 25 North, Range 45 E.W.M. Spokane Counry, Washington. 4. The existing zoning of the property described in the application is Urban Residential-3.5 (UR-3.5), previously established as Agricultural (A) (file # 286-57) zoning in 1957 and redesignated to UR-3.5 on January 1, 1991, pursuant to the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing UR-3.5 zone. 5. The Spokane County Comprehensive Plan designates this area as Urban. The development and land uses, as proposed and conditioned are in compliance with this category. 6. Surrounding uses are primarily single and multi-family residences and open space. 7. The Spokane County Arterial Road Plan identifies Alki Avenue as a Local Access Road with a future right of way width of 60 feet. The existing right of way width is 45 feet. In order to implement the Arterial Road Plan, a strip of property 7.5 feet in width along the frontage of Alki Avenue is to be set aside as a Future Acquisition Area. In addition, the Spokane County Arterial Road Plan identifa.eg Long Road as a Loca1 Access Road with a future right of way width of 60 feet. Tne existing right of Way width is SO feet. In order to implement the Arterial Road Plan, a strip of property 5 feet in width along the frontage of Long Road is to be set aside as a Future Acquisition Area. Therefore, as conditioned, (such as improvements, sidewalks, and acquisitlon areas) the proposal conforms to the Road Plan. 8. The site is located within the Public Transportation Benefit Area (PTBA). The Spokane Transit Authority (STA) East Sprague Route # 9 provides connecting services to the site. 9. The proposed short plat will be served by a public water system. Waste water disposal will be as authorized by the Director of Utilities. 10. The required public notice was provided for this proposal and agencies having a potential interest in the project were notified and recommendations solicited. 11. No written comments were received from any adjoining property owners. 12. The Spokane County Parks Department has commented on the proposed short plat. The Parks Department has requested a voluntary agreement be completed between the Parks Degartment and the property owner to rrutigate impacts to the Counry Park system. County legal counsel has indicated such agreements may be required. The Spokane County Division of Building and Planning recommends the property owner negotiate with the Spokane County Parks Department to provide for appropriate capital facilities as required by the Revised Code of Washington (RCW) 58.17.110. Approval of this short plat should include conditions requiring that provisions for appropriate w facilities be in place prior to recording this final plat in the form of a written agreement between the owner and the Spokane County Parks Department 13. The Central Valley School DistricC has commented on the proposed Short Plat. The District has indicated that existing school facilities are inadequate to serve the proposed short plat and wishes to negotiate with the owner to provide adequate capital facilities as required by the Revised Code of Washington (RCW) 5$.17.110. Review by County legal counsel indicates the condition requested by the School District can be required for developments. Approval of this short plat should include conditions requiring that provisions for appropriate facilities be in place prior to recording the final short p1aC in the form of a written agreement between the owner and the school district. 14. Recognizing the recommended conditions and Spokane County development standards, the proposed short plat makes appropriate provisions for the public health, safety and general welfare and that the public use and interest will be served by platting the subdivision. The subdivision proposal is generally consistent with RCW 58.17 and the County subdivision regulations, promoting the public health, safety and general welfare in accordance with standards established by the state and Spokane County. The Build.ing and Planning Division has considered the provision of adequate public facilities as cited in RCW 58.17.110 (2). More specifically: a. open spaces b . drainage ways c. public and/or private rights-of-way d . transit e. potable water f. sanitary waste disposal g. parks and recreation facilities h. playgrounds i. schools and schoolgrounds j . sidewallcs 15. The project is exempt from envixonmental review under the State Environmental Policy Act pursuant to WAC 197-11-800 (6) (a). 16. The proposed Short Plat is a replat of Lot 1, Block 17 of Corbin Addition to Greenacres, which was recorded as a final plat on March 24, 1924. DECISION Based upon the above noted Findings of Fact and Conclusions, Short Plat Application SP-1028-95 is hereby APPROVED until August 1, 1998, subject to conditions noted below. This decision is final unless appealed in writing, consistent with adopted appeal procedures. COUNTY DIVISION OF BUILDING AND PLANNING CONDITIONS 1. All conditions imposed by the Building and Planning Division shall be binding on the "Applicant", which term shall include the owner or owners of the property, heirs, assigns and successors. 2. The proposal shall comply with the Urban Residential-3.5 (UR-3.5) zone, as amended. 3. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 4. The Building and Planning Director/designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 5. The preliminary plat is given conditional approval for tllree (3) years, specifically to August 1, 1998. The applicant may request an extension of time by submitting a written request approximately forty-five (45) days prior to the above expiration date. FINDINGS AND DECISION SP-1028-95 Page 2 • 6. Three (3) current certificates of title shall be furnished to the Building and Planning Division prior to filing the final plat. 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 8. Prior to filing of final plat, the appropriate road name(s) and street address(es) shall be indicated. 9. 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: "Side yard and rear yard setbacks shall be deternuned at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 10. The Spokane County Division of Build.ing and Planning shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right-of-way and utilities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Division. The notice should be recorded the same time as the final plat and shall provide the following: a. At least 7.5 feet from the eacisting right of way is reserved for future acquisition area for additional road right-of-way along Alki Avenue b. At least 5 feet from the existing right of way is reserved for future acquisition area for additional road right-of-way along Long Road c. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. d. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. e. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. f. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. 11. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Division of Buildings and County Healtll District. The agencies will certify on the Water Plan, prior to the fili.ng of a final 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. 12. The water purveyor shall certify that appropriate contractual arrangements and schedule of improvements 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 completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. 13. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, water purveyor and Spokane County Division of Building and Planning shall be installed within this subdivision, and the applicant shall provide for individual domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building pernut for each tract." FINDINGS AND DECISION SP-1028-95 Page 3 ' , - 14. No building pernut will be issued for any lot within the final plat until certafied by a Washington state-licensed engineer that the water system has been installed pursuant to the approved Water Plan for the final plat" including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certif'ied on a copy of the Water Plan as a schematic map showing the "as-constructed" water system. 15. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director/designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 16. No water plan is required, and a simple tap is needed at the time of building permit release. 17. The owner shall negotiate with Central Valley School District and submit a recorded copy of a voluntary agreement making provisions for public schools prior to finalization and recording of the plat. The agreement shall provide a wntten description of the subject property to which the agreement applies and also state the dollar amount and any other agreed to mitigating measures. The owner shall also notify any potential purchasers who have made an agreement to purchase property within said plat pursuant to the Revised Code of Washington (RCW) 58.17.205, that adequate provisions for school facilities must be made conditioned on a future agreement between the plattor and school district. Voluntary agreements between the owner and school district shall conform to the requirements of RCW Chapter 82.02. 18. A survey is required prior to the filing of a final plat. , 19. The applicant shall contact the Division of Building and Planning at the earliest possible stage in order to be informed of code requirements administeredlenforced as authorized by the State Building Code Act. Design/development concerns include: ADDRESSING, FIRE APPAR.ATUS ACCESS ROADS; FIRE HYDRA,NT/FLOW; ~ APPROVED WATER SYSTEMS; BUILDING ACCESSIBII.ITY; CONSTRUCTION TYPE; OCCUPANCY CLASSIFICATION; EXTTING; EXTERIOR WALL PROTECTION; AND ENERGY CODE REGULATIONS. (Note: The Division of Building and Planning reserves the right to confirm the actual address at the time of building permit.) COUNTY DIVISION OF ENGINEERING AND ROADS CONDITIONS 1. The conditional approval of the plat is given by the County Engineer subject to approval of the road system as indicated in the preliminary plat of record. 2. Plans, profiles, and cross-sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction andlor the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Individual driveway access permits are required prior to issuance of a building pernut for driveway approaches to the counry road system. 5. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 6. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purpose is the formation of a Road Improvement District (RID) for said improvements, pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, FINDINGS AND DECISION SP-1028-95 Page 4 ~ sidewallc, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to Alki Avenue and Long Road. 7. As an alternative method of constructing the road improvements stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvements. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to Alki Avenue and Long Road. 8. The following statement shall be placed in the plat dedication: In consideration of Mutual Benefits now or to be hereafter derived, do for themselves, their heirs, grantees, assigns and successor(s) in interest hereby request and authorize Spokane County to include the above described property in a Road Improvement District (RID) and to support the formation of a RID for improvement of the road(s) described below by requesting and authorizing Spokane County to place their name(s) on a petition for the formation of a RID pursuant to RCW 36.88.050, or by requesting and authorizing Spokane County to cast their ballot in favor of a RID being formed under the resolution method pursuant to RCW 36.88.030, andlor by not filing a protest against the formation of a RID being formed under the alternative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW. If a RID is proposed for improvement of the road(s) described below, said owner(s) and successor(s) further agree: (1) that the improvements or construction contemplated within the proposed RID are feasible and (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 proposed RID is sufficiently developed; provided, themselves, their heirs, grantees, assigns and successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements 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 Commissioners confirming the final assessment roll; provided further, it is recognized that actual assessments may vary from assessment estimate so long as they do not exceed a figure equal to the increased true and fair value improvement(s) add(s) to the property. It is further acknowledged and agreed that at such time as a RID is created or any County Road Improvement project is authorized by Spokane County, the improvements required shall be at the sole expense of the owner(s) of property within the RID or served by the improvements without any monetary participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. This provision is applicable to Alki Avenue and Long Road. 9. The Counry Engineer has designated Local Access Roadway Section for the improvement of Alki Avenue which is adjacent to the proposed development. This will require the addition of approximately 5-7 feet of asphalt along the frontage of the development. The construction of curbing, gutter and sidewalk on one side is also required. 10. The Counry Engineer has designated Local Access Roadway Section for the improvement of Long Road which is adjacent to the proposed development. This will require the addition of approximately 7-9 feet of asphalt along the frontage of the development. The construction of curbing, gutter and sidewalk on one side is also required. 11. Private road shall be improved to Spokane Counry standard for a private road standard serving 3-61ots. 12. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane Counry Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. FINDIlV`GS AND DECISION SP-1028-95 Page 5 w 13. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private road5 contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 14. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 95-0498, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 15. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing county road system warrants the roadway improvements herein specified. 16. The following statement shall be placed in the final plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 17. The applicant shall grant applicable border easements adjacent to Spokane County Right of Way per Spokane County Standards. COUNTY DIVISION OF UTILITIES CONDITIONS 1. Fursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-site sewer disposal systems is hereby authorized. This authorization is conditioned in compliance with all rules and regulations of the Spokane Counry Health District and is further cond.itioned and subject to specific application approval and issuance of pernuts by the Health District. 2. The following statement shall be placed in the plat ded.ication: "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the fonnation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution under RCW Chapter 36.94." 3. The dedicatory language on the plat shall staCe: "Each new dwelling unit shall be double-plumbed for connection to future areawide collection systems. Lots "A" and "B" shall be double plumbed to Slade Lane." 4. Public Sanitary Sewer easement shall be shown on the face of the plat and the dedication shall state: "The perpetual (exclusive) easement granted to Spokane County, its' successors and assigns is for the sole purpose of constructing, installing, operating, maintaining, repairing, altering, replacing, removing, and all other uses or purposes which are or may be related to a sewer system. Spokane County, its' successors and assigns at all times hereinafter, at their own cost and expense, may remove all crops, brush, grass or trees that may interfere with the constructing, installing, operating, maintaining, repairing, altering, replacing, removing and all other uses or purposes which are/may be related to a sewer system. The grantor(s) reserves the right to use and enjoy that property which is the subject of this easement for purposes which will not interfere with the County's full enjoyment of the rights hereby granted; provided, the Grantor(s) sha11 not erect or construct any building or other structure or drill on the easement, or diminish or substantially add to the ground cover over the easement. FINDINGS AND DECISION SP-1028-95 Page 6 ~ The easement described hereinabove is to and shall run with the land." 5. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. COUNTY HEALTH DISTRICT CONDITIONS . 1. The final plat shall be designed as indicated on the preliminary plat of record andlor any attached sheets as noted. . 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Building and Planning Division to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility comparues must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each lot of the plat. 7. Prior to filing the 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 approved by the water purveyor. 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 will adequately satisfy their respective needs. Said water plan and certification will 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 time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building pernuts within the plat. The contractual arrangements will include a provision holding Spokane County, Spokane Counry Health Distnct and the purveyor harmless from claims by any tract purchaser refused a building pernut due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on-site sewage d.isposal systems are available on all tracts. 11. Subject to specific application approval and issuance of pernuts by the Health Off'icer, the use of individual on-site sewage disposal systems may be authorized. 12. The dedicatory language of the plat will state: Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on-site sewage systems may be authorized." 13. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 14. The plat dedication shall contain a statement to the effect that: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, water purveyor and County Division of Building and Planning shall be installed within this plat, and the applicant shall provide for individual FINDINGS AND DECISION SP-1028-95 Page 7 ~ i . „ domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building pernut for each tract." SPOKANE COUNTY FIRE DISTRICT NO. 1 CONDITIONS 1. The Spokane Valley Fire Department requires the installation of a new fire hydrant. 2. The proposed fi.re apparatus turnaround must meet the 1991 Uniform Fire Code requirements for all dead-end roads over 150 feet long. 3. The road name of Slade Lane is unacceptable and must be change to Olive Lane. 4. The turning radius onto the proposed lane from Long Road must be a minimum of 20 feet. SPOKANE COUNTY PARKS DEPARTMENT CONDITIONS 1. To satisfy the requirements of RCW-58-17-110 that a subdivision make appropriate , provisions for public parks, recreation and playgrounds, the owner, at his/her option, shall either dedicate land within the subdivision or enter into a voluntary agreement with Spokane County to mitigate the direct impacts that the subdivision has on public parks, open spaces and recreational facilities within the unincorporated areas of Spokane County. If the owner opts to enter into a voluntary agreement, the agreement shall be executed prior to the finalization and recording of the plat and recorded in conjunction therewith. the agreement shall be consistent with RCW 82.02.020 an substantially the same as the standardized agreement prepared by the Spokane County Parks, Recreation arid Fair Department. Prior to finalization of the plat, the owner shall advise any purchaser of property, as authorized under RCW 58.17.205, of the obligations within the voluntary agreement. Additionally, the owner shall submit a recorded copy of said voluntary agreement to the Spokane County Division of Building and Planning prior to finalization. Approved the 26th day of July, 1995. J.''TWD ' Planner 2 Under State Law and County Ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. If you desire to file an appeal, you must submit the appropriate Appeal Application together with the required Fee, payable to the Spokane County Division of Building and Planning, within ten (10) calendar days from the date this decision is signed. Upon receipt of a complete appeal application, a public hearing will be scheduled. If you have any questions, please call the Building and Plann.ing Division at 456-2205. pc: County Division of Engineering and Roads County Division of Ut,ilities County Division of Buildings County Health District County Parks, Recreation and Fair County Fire District No. 1 Central Valley School District Tom Slade, 4404 146th Place NE, #N-1, Bellevue, WA 98007 David Evans and Associates, 110 West Cataldo, Spokane, WA 99201 FINDINGS AND DECISION SP-1028-95 Page 8 ~ .D OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478 - SC7BDTVTSION APPLICATTON - T0: Spokane County Planning Department, John Nunnery FROM: Division of Engineering & Roads, Scott Engelhard SZ/ DATE: July 5, 1995 SUBJECT: SHORT PLAT # 1028-95 / SLADE, TOM The following "Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Planning Department for inclusion in the "Findings and Order" should the short plat be approved. E 1 That conditional approval of the plat by the County Engineer is given subject to approval of the road system as indicated in the preliminary plat of record. E 2 That plans, profiles and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for acceptance prior to construction and/or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. E 3 That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for acceptance prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction af a licensed Professional Civil Engineer. E12 The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. E16 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. E20 To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purposes is the formation of a Road Improvement District (RID) for said improvements pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the soie expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to Alki Avenue and Long Road. E21 As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvement. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to Alki Avenue and Long Road. E22 That the following statement shall appear within the dedicatory language of the final plat. That in consideration of Mutual Benefits now or to be hereafter derived, do for themselves, their heirs, grantees, assigns and successor(s) in interest hereby request and authorize Spokane County to include the above described property in a Road Improvement District (RID) and to support the formation of a Road Improvement District for improvement of the road(s) described below by requesting and authorizing Spokane County to place their name(s) on a petition for the formation of a Road Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane County to cast their ballot in favor of a RID being formed under the resolution method pursuant to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed under the alternative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW. If a RID is proposed for iffrprovement of the road(s) described below, said owner(s) and successor (s) further agree: (1) that the improvements or construction contemplated within the proposed RID are feasible and (2) that the benefits to be derived from the ~ SHORT PLAT # 1028-95 / SLADE, TOM 2 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 proposed RID is sufficiently developed; provided, themselves, their heirs, grantees, assigns and successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of a RID by either the petitioh or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decision of the Board of County Commissioners confirming the final assessment roll; provided further, it is recognized that actual assessments may vary from assessment estimate so long as they do not exceed a figure equal to the increased true and fair value improvement(s) add(s) to the property. It is further acknowledged and agreed that at such time as a RID is created or any County Road Improvement project is authorized by Spokane County, the improvements required shall be at the sole expense of the owner(s) of property within the RID or served by the improvements without any monetary participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. This provision is applicable to Alki Avenue and Long Road. E24 The County Engineer has designated a Local Access Roadway Section for the improvement of Alki Avenue which is adjacent to the proposed development. This will require the addition of approximately 5-7 feet of asphalt along the frontage of the development. The construction of curbing, gutter and sidewalk on one side is also required. E24 The County Engineer has designated a Local Access Roadway Section for the improvement of Long Road which is adjacent to the proposed development. This will require the addition of approximately 7-9 feet of asphalt along the frontage of the development. The construction pf curbing, gutter and sidewalk on one side is also required. E26 The proposed private road as shown on the preliminary plat serving 4 lots is not approved by the County Engineer. E27 The private road be improved to Spokane County standard for a private road standard serving 3-6 lots. E30 All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. E31 That the following statement be placed in the plat dedication: WARNING: Spokane County has no responsibility to build, improve, maintain or other wise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said ~ private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. This ' requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private rodd as provided herein. E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 95-0498, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. E33 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. ' E35 That the following statement must be placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." SPECIAL CONDITION: The applicant shall grant applicable border easements adjacent to Spokane County Right of Way per Spokane County Standards. PAGE 1 13:23:10 27 JUN 1995 Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... 00010 ALKI AV (START) 00.000 FANCHER RD U 19 GRAVEL 24 ALKI AV 00.160 LAKE RD U 19 GRAVEL 24 00.240 EASTERN RD U 19 GR.AVEL 24 ALKI AV (END) 00.330 DYER RD U 19 GRAVEL 24 00011 ALKI AV (START) 00.000 ELLA RD U 19 LIGHT BITUM. 18 ALKI AV 00.120 DICK RD U 19 LIGHT BITUM. 18 00.250 VISTA RD U 19 LIGHT BITUM. 18 00.370 BESSIE RD U 19 LIGHT BITUM. 18 00.500 SARGENT RD U 19 LIGHT BITUM. 18 00.620 MARGUERITE RD U 19 LIGHT BITUM. 18 ALKI AV (END) 00.750 ARGONNE RD (ONE WAY U 19 LIGHT BITUM. 18 00013 ALKI AV (START) 00.000 DARTMOUTH RD (START) U 19 PAVED 40 ALKI AV 00.060 FELTS RD U 19 LIGHT BITUM. 20 ALKI AV (END) 00.180 R.AYMOND RD U 19 LIGHT BITUM. 20 00014 ALKI AV (START) 00.000 GLENN RD (START) U 19 PAVED 20 ALKI AV 00.030 GLENN RD (END) U 19 PAVED 20 00.120 P I ERCE RD ( START ) U 19 PAVED 20 00.220 SKIPWORTH RD (END) U 19 PAVED 20 00.370 BOWDISH RD U 19 PAVED 20 00.450 BATES RD (END) U 19 PAVED 20 ALKI AV (END) 00.880 SR 27 (PINES) U 19 PAVED 20 00016 ALKI AV (START) 00.000 WEST END TO BANNEN R U 19 PAVED 40 ALKI AV 00.030 BANNEN RD (END) U 19 PAVED 40 ALKI AV (END) 00.120 BEST RD U 19 PAVED 40 00017 ALKI AV (START) 00.000 FLOR.A RD U 19 LIGHT BITUM. 20 ALKI AVE 00.090 BELL ST U 19 LIGHT BITUM. 20 ALKI AV 00.280 CORBIN RD (END) U 19 LIGHT BITUM. 20 00.480 LONG RD U 19 LIGHT BITUM. 20 00.730 GREENACRES RD U 19 LIGHT BITUM. 20 • 00.980 BARKER RD U 19 LIGHT BITUM. 20 ALKI AV (END) 01.250 MICHIGAN RD (END) U 19 LIGHT BITUM. 20 00063 ALKI AV (START) 00.000 BEST RD U 19 LIGHT BITUM. 20 ALKI AV 00.250 ADAMS RD U 19 PAVED 36 ALKI AV (END) 00.300 EAST END OF ROAD U 19 PAVED 36 00103 ALKI AV (START) 00.000 MCDONALD RD U 19 PAVED 40 ALKI AV 00.150 MCCABE RD (START) U 19 PAVED 40 ALKI AV (END) 00.180 EAST END OF ROAD 00012 ALKI AV (START) 00.000 WILLOW RD U 19 LIGHT BITUM. 20 ALKI AV (END) 00.120 LOCUST RD U 19 LIGHT BITUM. 20 00095 ALKI AV (START) 00.000 TRUESDALE RD (END) R 09 GRAVEL 30 ALKI AV (END) 00.120 EAST END OF ROAD R 09 GRAVEL 30 00120 ALKI AV (START) 00.000 WEST END OF ROAD U 19 PAVED 40 ALKI AV (END) 00.190 FANCHER RD 00015 ALKI AVE (START) 00.000 COLLINS RD U 19 PAVED 40 ALKI AVE 00.030 VIRGINIA CT (START) U 19 PAVED 40 00.110 WOODLAWN RD U 19 PAVED 40 ALKI AVE (END) 00.240 MCDONALD RD U 19 PAVED 40 12 Records Processed PAGE 1 13:24:09 27 JLTN 1995 Road# Road Names........... MPost. Reference Descriptio Road Log Info.......... 02590 LONG LAKE RD (START) 00.000 LINCOLN COUNTY LINE R 07 LIGHT BITUM. 28 LONG LAKE RD 00.630 COYOTE RIDGE LN R 07 LIGHT BITUM. 28 04.470 GRAY RD (START) R 07 LIGHT BITUM. 28 05.000 SOUTH BANK RD (START R 07 LIGHT BITUM. 28 LONG LAKE RD (END) 05.740 CHARLES RD R 07 LIGHT BITUM. 28 02578 LONG RD (START) 00.000 WHITMAN COUNTY LINE R 09 GR.AVEL 16 LONG RD 03.390 MARTIN RD (END) R 09 GRAVEL 18 LONG RD (END) 06.160 ROCK LAKE RD 02579 LONG RD (START) 00.000 8TH AV (START) U 19 GRAVEL 16 LONG RD 00.080 6TH AV (END) U 19 GRAVEL 16 00.120 4TH AV (START) U 19 GRAVEL 16 00.340 2ND AV (END) U 19 PAVED 27 LONG RD (END) 00.470 SPRAGUE AV U 19 LIGHT BITUM. 18 02581 LONG RD (START) 00.000 APPLEWAY AV U 19 PAVED 16 LONG RD 00.120 COWLEY AV U 19 PAVED 16 00.310 ALKI AV U 19 LIGHT BITUM. 16 00.380 SPRINGFIELD AV (STAR U 19 LIGHT BITUM. 16 00.420 BROADWAY AV (END) U 19 LIGHT BITUM. 16 02582 LONG RD (START) 00.000 CATALDO AV (END) U 19 LIGHT BITUM. 18 LONG RD 00.050 DESMET AVE (START) U 19 LIGHT BITUM. 18 00.110 BOONE AV (START) U 19 LIGHT BITUM. 18 ' 00.130 BOONE AV (END) U 19 LIGHT BITUM. 18 00.280 MAXWELL AV (START) U 19 LIGHT BITUM. 18 00.370 MISSION AV U 19 LIGHT BITUM. 18 00.620 INDIANA AV U 19 LIGHT BITUM. 18 00.870 MONTGOMERY AV U 19 LIGHT BITUM. 18 LONG RD (END) 00.970 RIVERWAY RD (START) U 19 LIGHT BITUM. 18 02583 LONG RD (START) 00.000 SR 290 (TRENT) R 09 LIGHT BITUM. 16 00.080 NORTH END OF ROAD R 09 LIGHT BITUM. 16 02587 LONGFELLOW AV (END) 00.000 WEST END OF ROAD U 19 LIGHT BITUM. 20 LONGFELLOW AV 00.050 ELLEN RD (END) U 19 LIGHT BITUM. 20 00.100 CALVIN RD (START) U 19 LIGHT BITUM. 20 00.140 WARREN RD (START) U 19 LIGHT BITUM. 20 LONGFELLOW AV (END) 00.200 ADAMS ST U 19 LIGHT BITUM. 20 02589 LONGFELLOW AV (START 00.000 TOLFORD RD (START) R 09 PAVED 40 LONGFELLOW AV 00.140 MOORE RD R 09 PAVED 40 LONGFELLOW AV (END) 00.340 ISENHART RD R 09 PAVED 40 02543 LONGFELLOW AV (START 00.000 WEST END TO LUCILLE U 19 PAVED 36 LONGFELLOW AV 00.050 LUCILLE ST (START) U 19 PAVED 36 TONGFELLOW AV (END) 00.120 PROGRESS RD U 19 PAVED 36 02664 LONGFELLOW AV (START 00.000 CANAL RD U 19 PAVED 36 LONGFELLOW AV 00.060 MALTA ST (START) U 19 PAVED 36 LONGFELLOW AV (END) 00.100 EAST END OF ROAD U 19 PAVED 36 02580 LONGFELLOW AV (START 00.000 MAYHEW RD (START) U 19 PAVED 36 LONGFELLOW AV (END) 00.050 MAYHEW RD (END) U 19 PAVED 36 02585 LONGFELLOW AV (START 00.000 ELTON RD U 19 PAVED 40 LONGFELLOW AV (END) 00.070 DICK RD U 19 PAVED 40 02586 LONGFELLOW AV (START 00.000 MARGUERITE RD (END) U 19 LIGHT BITUM. 16 LONGFELLOW AV (END) 00.120 ARGONNE RD U 19 LIGHT BITUM. 16 02588 LONGFELLOW AV (START 00.000 BANNEN CT (END) U 19 LIGHT BITUM. 20 LONGFELLOW AV (END) 00.100 BEST RD U 19 LIGHT BITUM. 20 02659 LONGFELLOW AV (START 00.000 LARCH RD (START) U 19 PAVED 40 , LONGFELLOW AVE (END) 00.030 LILLIAN RD (START) U 19 PAVED 40 02660 LONGFELLOW AVE (STAR 00.000 CONKLIN RD U 19 PAVED 40 LONGFELLOW AVE ( END ) 00.070 SUNNYVALE DR ( START ) PAGE 2 13:24:20 27 JUN 1995 Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... 16 Records Processed I I " . ; t S P O K A N E ~ ' ~ C O LJ N T X PLANNING DEPARTMENT WALLIS D. HU13BARD, DIRECTOR MEMORANDUM RECEIV''') JUN 2. ~ TO: Division of Engineering and Roads, Pat Harper Division of Utilities, Jim Red Division of Building and Planning, Tom Davis Division of Parks and Recreation " Spokane County Health District, Steve Holderby Spokane Regional Transportation Council Spokane County Fire District # 1 Consolidated Irrigation District Central Valley School District FROM: John Todd, Planner II ~ DATE: June 23, 1995 SUBJECT: Preliminary Short Plat SP-1028-95 Attached is a copy of the application submitted by Tom Slade for the subdivision of approximately 5.14 acres into 41ots for 1 existing single family residence and 3 new additional residential lots and those uses permitted in the Urban Residential-3.5 (UR-3.5) zone. Please review this proposal and return your comments and recommendations by July 7, 1995. If you have any questions regarding this ~'ile, you may contact me at 456-2205. Please direct any written response to John Todd. Thank you for your prompt attention. rP c: Tom Slade, Slade Trust, 4404 146th Place NE #N-l, Bellewe WA 98007 David Evans & Assoc. Inc., West 110 Cataldo, Spokane WA 99201 1026 WEST BROADWAY AvrNur • SPOKAT'L, WASI•I(NGTON 99260-0240 •(509) 456-2205 • FAX: (509) 456-2243 • TDD: (509) 324-31 6f . . , ~ ~ C SPOKANE COUNTY PLANNING ` PRELIMINAR'Y SHORT PLAT APPLICATION Pl11\rl 1 A. CFNERAL. INFORMATION: NAME OF APPLICANT/REPRESENTATIVE: Tom S 1 a de MAILING ADDRESS: 4404 1 46th A1ac.e NE #N-1 CITY: Be 1. l_ e vue STATE: WA Z1P: 98007 PHONE: (work) (?06 ) ? 13- 719 3 (home) ( Z`( ~z-O~2- IN' APPLICANT IS NOT OWNLR, INCLUDE WRI'1'TEN OWNLR AUTIIORIZA7'TON FOR APPLICANT `1'U SCRVC AS REPRESENTATIV E. LEGAL OWNER'S NAME: Stade Triist pHpNE; (206) 23 3-71.9 .1 MAILING ADDRESS: 4404 14 6 t h pla ce N E # N-1 PROJECT1P120POSAL S1TE AREA (acres or sy. fc) 5. 19 acres ASSESSOR PARCEL #S 01= PROJECT/PROPOSAL 55183.0501 ADJACENT AREA OWNED OR CON'I'ROLLED (acres or sq. fc.) Nnn e ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED N/A STREET ADDRESS OF PROPOSAL 515 North T,onq Road Greenacr. es , WA 99016 EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) TT R-~ . S EXISTING USE OF PROPERTY Si n q 1 e fam i. l. v dwe1 1 i n q COMPREHENSIVE PLAN CATEGORY iirhan SCHOOL DISTRICT r e n t ra1 val_ 1 e v ' FIRE DISTRICT F D #1 Snokane Co, WATER PURVEYOR Copsol i da t-P PROPOSED USE OF PROPERTY: Single family dwellings (x) lluplexes Multifamily dwellings Manufactured homes ( ) Business ( ) Itiduscrial ( ) Mixed Use ( ) Other ( ) - Describe: LIST PREYIOUS PLANNING DEPARTMENT ACTIONS 1NVOLVING THIS PROPERTY: Rezone 286-57 ~ . LEYnL IN; t;RMATION: LOCATION OF PROPOSAL: Jntersection of Alki Avenue and Long Rnad SEC1'ION 18 TOWNSHIP 21' RANGE 45 NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: A].ki Avenue and Tana Road WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: 327" on A 1 k i A ve n u e; 6851.0n T, o RoaRg DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL O YES (xYNO NAME(S) OF ARTERIAL ROADS . S P 1028 95 / . _ - - I ~ . PRELIMINARY SHORT PLAT APPLICATION Page 2 of 4 LEGAL DESCRIP'fION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIP'TION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SHORT PLAT. T,ot 1 of hlock 17 of. rorhin Acldition to Greenacr.es as shown hv Pl.at on f.ile in Book "S" page 30 of Pl..ats Section 18, TWP 25 N, i - . V , Wastitilytor . IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? C. PRELIMINARY SHOR ' 7' GENER i F()RMATION: NUMBER OFLOTS: 4 GROSS AREA: 5.14 acre.s TYPICAL LOT SIZE: 21. 13 9 s q. f_ t. PROPOSBD NET DENSITY*: 1.3 u n i t s pe r a c re SMALLEST LOT SIZE: 21.116 srT. f t. MWIMUM FRONTAGE: 1 071 PROPOSED SOURCE OF W ATER: Individual wells Public sysuem Private Community System Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer Community syslem Seplic tank and drainfeld Double Plumbing Dry Sewer Other Describe: UTILITY COMPANIES AND/OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: WWP Sewer: Septic tank Gas: Wwp Water. Consolidated Phone: U. S. West DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLANS FOR F'UTURE ADDI7'IONS, EXPANSIONS OR FURTHER ACfIVITY RELATED TO THIS PROFOSAL? Yes No ( X~ IF YES, EXPLAIN: D. PRELIMYNARY SHORT PLAT YMPRnVEME nRMATION: LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads Qq Public roads Arterial roads Tract X roads DESCRIBE ANY COMBINATION OF ABOVE: ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISTON: Acc:ord ing to economic demand IS PHASING OF THE FINALIZATION OF THE SHORT PLAT PROPOSED? Yes No (X) IF YES, SHOW PHASING ON THE PRELIMINARY SHORT PLAT MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schonls, etc.)? Yes No IF YES, DESCKIBE: * NET DENSITY IS UN1TS OR LOTS PER ACRE MINUS PRIVATE AND/OR PUBLIC ROAD AREA. S P 02 8 A 95" S • ^ ♦ PRELIMINARY SHOR1' PLAT APPLICATION Page 3 of 4 PART XY THIS SECTION OF THE APPLICATION WILL PROVIDE THC PLANNING DEPA.RTMENT STaFF W1TH WRITTEN VERIFICATION TF-IAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDENTIFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN 1'HE PROPOSAL BEFORE FINAL SUBMITTAL TO TFIE PLANNING DEPART'MENT. FTRF MARSHALL/FIRE DISTRTCT A. THIS PROPOSAI. IS WITHIN FIRE PROTECTION CT NO. I I3. ADEQUATE ARRANGEMENTS (HAVE) HAVE BEEN MADE TO MEET OUR NEEDS IN PROVIDIlVG FOR AN ADEQUATE WATER TEM AND FACII.ITIES FOR FIRE PROTECTION PURPOSES. \ C. RECOMMENDED FIRE FLOW: f~ ; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NO'T DEFINITIVE; AND WILL BE DET'ERMINED AT BUILDIIVG PERMIT APPLICATION 7'IME. U. REQUIREMENTS INCLUDE: 1 I~~~ ~l ar .S FIRE DISTRICT IU SIGKATUREfI'ITLE DATE WATER PURVEYOR A. SATISFACTORY A.RRANGEMENTS F 'IC WATER AND FIRE FLOW REQUTREMENTS (1iAVE) HAVE NO"T) ' BEEN MADE. B. REQUIREMENTS/COMMENTS: A ~►fi' r~LJ l " - ~v ~~c /~~Y/ 4 I/'=~ - WATER DIST'RICT SIG ATURE ITLE DATE COUNTI' LNi INCER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL I2EQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: li S IGNA'I'URE/lITLE DATE COUNTY UTILITIES A P12ELIMINAF2Y DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMI7TAL OF THIS PROPOSAL (HAVI) (I-iAVC; NO'I' qEEN SATISFIED. TE-IE DfiSIGNATED WATER PURVEYOR FOR THIS SITE IS a~,~f) A. COMMENTS: 0 nnr a Ap_ .~a A l- k 6 SA i me• P06 oY ~f'y-2. ? / ~ SiGNATUREfI'ITLE DATE 1iEALTI-I DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE NERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) VE NOT BEEN SATISFIED. ~ A . COM M EN'I'S: SIGNATUREfI'ITLE DATE SEWER PURVEYOR A PRELIMINARY DISCUSSTON HAS TAKEN PLACE AND GENERAI. REQUIREMENTS FOR THE PROVTSION OF PLTBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. A. CUMMENTS: ~.~SIGNATURE/TITLE TSATE ~o 02 8 9;S.,,j i • " , ' • PRELIMINARY SHORT PLAT APPLICATION Page 4 of 4 PART III ' SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSEll LAND OR, HAVE COMPLETED THE INFORMATION REQUESTED. LEGAL DESCRIPTION AI~ VE ARY SHORT PLAT HAVE BEEN PREPARED BY ME OR UNDER MY SUPE VISION IN ACCO H THE REQUIREMENTS OF THE SPOKANE COUNT ZOIVING/SUBDIVISIO GIJLATIONS WS OF THE STATE OF WASHINGTON. SIGNED: DATE: , U nl l, 1 4 4Gj ADDR S: _ ~ ~'~T ~ ► PHONE: ~ r~► . Vpt. zrP: 94 t PAR1' IV (SIGNATUR.E OF PROPfiRTY OWNCRS OR LETTER OF AUTHORIZA'fION) I, THE UNDERSIGNED, SWEAR OR AFFIRM UNDER PENALTY OF PERJURY THAT THE ABOVfi RESPUNSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECOFtD OF THE AREA PROPOSED FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. a-rc•~ l,✓, NAME. DATE: 7 l ADDRESS: qqa Cl - ~ C(beL(- PHONE: 0:-0vl~ ~ YZ-6 1(e Yv ~ - • ~ ZIP: . ~ 1 ~ . - C~`z~~ SIGNATtJRE OF APPLICANT OR REPRESENTATIVE DATE . STATE OF W ASHINGTON ) ) ss: COUNTY OF Sd*4°',"i y- ) SIGNED AND SWORN OR AFFIRMED BEFORE ME ON THIS ~Q DAY OF 1995, BY .P . ~ ~.G.....,T~ g1O N % ~ (P*: :4 No►ary Public in and for the State of 1~Vashington ir s p V BV\G ~ ~ ~gResiding at: cAJ 1}, • 1, . • ~Ia••'~~~ My appointment expires: 6- oF w as~ PART V (TO BE COMPLETED BY THE PLANNING DEPAFtTMENT) • ATE ACCEPTED: /2,1A~ BY: ✓ / ~~~1 D TOTAL FEES: /e 90 • D C~ RECEIPT ys z~ . FTLE o~~- S P 02 8 ~ 9'1'1'5 . ~ . , r SPOKANE COUNTY PLANNING . . / PRELIMINARY SH4RT PLAT APPLYCATION PART I , A. GENERAL. INFnRMATION: NAME OF APPLICANT/REPRESEN"tATIVE: Tom S l.acle MAILING ADDRESS: 4404 1 4 fi th P.lace NE #N-1 CITy; Be 1.1. e vl_i e STATE: WA Z1P: 9 8 0 0 7 PHONE: (work) ( ? 0-U-23-:i - 719 3 (home) (Z``'() g67- / Z 62, IN' APPLICANT IS NOT OWNL'12, INCLUDE WRI'I'TEN OWNLR AUTI-iORIZA7'InN N'OR APPLICANT TU SERVC AS REPRESENTATIVE. LEGAL OWNER'S NAME: S tade Triis fi PHONE: (206) 233- 7193 MAILING ADDRESS: 4404 146+:h U].ac:e NE #N- L PROJECT/PROPOSAL SITE AREA (acres or sq. f[) 5.14 a c re s ASSESSOR PARCEL #S OF PROJECT/PROPOSAL 55183.0501 ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) None ASSESSOFZ PARCEL #'S OF AD7ACENT AREA OWNED OR CONTROLLED N/A STREET ADDRESS OF PROPOSAL 515 Nor. th Long Road Greenacr. es , WA 99016 EXISTIING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) T I R 3.9 .1957 EXISTING USE OF PROPERTY Sinql e fami.l.v dwel t inq COMPREHENSIVE PLAN CA'I'EGORY r1rh a n SCHOOL DISTRICT ren t ra1Va1_ 1 ey FIRE DISTRICT F D# 1 Spokane Co. WATER PURVEYOR Consol i da t-P~ PROPOSED USE OF PROYERTY: Single family dwellings (x) lluplexes Multifamily dwellings Manufactured homes { ) Business ( ) Industrial ( ) Mixed Use ( ) Other ( ) - Describe: . LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: Rezone 286-57 . P . LEGAL YNFf?RMA'TION: LOCATION OF PROPOSAL: Tnte.rsec.tion of Alki Avenue and T,ongRoc3c_i SECTION 18 TOWNSHIP 25 RANGE 45 NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: A].ki Avenue and Lona Road WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: 32 7 " on A lk i Ave nu e; 6851 on f,o RoaRq DOES THE PROPOSAL IIAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL O YES (KYNO NAME(S) OF ARTERIAL ROADS ~ . ~r / ~ , , . ' PRELIMINARY SHORT PLAT APPLICATION Page 3 of 4 PAlZ1' II THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF W1TH WRITTEN VERIFICATION 'IIIAT THE APPLICANT HAS HAD PRELLMINARY CONSULTATION WI"CH THE AGENCIES IDENTIFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN Z'HE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNTNG DEPARTMENT. FIRE MARSHALL/FTRE DTSTRTCT A. THIS PROPOSAL IS WITHIN FIRE PROTECTION T NO. I B. ADEQUATE ARRANGEMENTS (HAVE) HAVE NDi~ BEEN MADE TO MEET OUR NEEDS IN PROVIDIIVG FOR AN ADEQUATE WATER STEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. \ C. RECOMMENDED FIRE FLOW: OR UNA.BLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WII.L BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. D. REQUIREMENTS INCLUDE: 2c ~ ~ ` ~ /~i~'.~i~,~~~~r''u~- 8 • ~S FIRE DISTRICT ~ /U SIGKATURE/TITLE DATE WATER PUI2VEYOR WATER AND FTRE FLOW A. SATISFACTORY ARRANGEMENTS F ~T) REQUIREMENTS (HAVE) HAVE NOMADE. B. REQUTREMENTS/COMMENTS: .z~~ A E-e /y WATER DISTRICT SIGNATURE ITLE- DATE COUNTY CNGItJEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: . , . Nj SIGNATURE/tITLE DATE , COUN"fY UTILTTTES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITT'AL OF THIS PROPOSAL (HAVE) (t-iAVC NO"r) BEEN SATISFIED. TH6 DESIGNATED WATER PURVEYOR FOR THIS SITfi IS , A. COMMENTS: . SIGNATURE/TITLE DATE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMI?TAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. A. COMMENTS: SIGNATUfZEfI'ITLE DATE SCWI:R PURVEYOR A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. A. CUMMENTS: S IG NATURE/TITLE DA'TE ~ PERMIT CENTER PASSPORT Dat6i Number: C ~ Name ! C;,~ Phone Address ~ Comments: CUSTOMER ROUTING / . . : : w: :r.:~:. . . . , . y~~ i '}•'_::};5:::., ~ i • . . ~ . 9G, : ' ' : • ~ • ' - • : ~v. . . ~ f . . -E:=: _ . '..;n ~ ~ • " ' ' •:'r: . .}:ti.. . e rttn D ent•. PC:ANNING ae a e . : ~ ! . . _ P . - - - , . . . f NGINEER►S:~Oepaitirierrt~~~~~~ ] Addressing = Admin. Exception i Approach Permit i Building Permit Arterial Rd P1an Info Flood P1ain Permit i Code Information i Binding Site P1an Info Public/Private Roads _ Commercial Review ~ CerL of Exemption _ Res. Bldg Permit Rev. i Conferenoe i Comprehensive Pfan ~ Site Drainage Info i Energy Code Info Cond. Use Percnit Subdivision Review : Fire Safety Review ~ Nonconfonning Use = Utiliry Permit = Manufactured Home ~ Permit Review , Zone Change Review = Mechanical Permits , Shorelines Info C& S)C~, 3_ U sc~ ~ s Other Permits i Short Piat Info NO FF.E REQUIRED Review~er Tune out = Pfumbing Pemnits _ Subdivision Info - - / Private Road Info Tecnp. Use Permit ~ Residential Review _ Variance Appl. APA Payinent = Sewer PemniLs = Zone Qheck _ Cert. of Fxemption ~ Zone Info ' Subdivision Review [JL.ID/Sewer Info : Zone Change Review ~ i NO FF.E REQUIRED NO FEE REQUIRED Revievver Time out Reviewer Time out Reviewer Tune out I I I Marr~WASsroRi.ctx visros ! a.> RECEIVED Tom Slade AUG 18 1999 500 Kirkland Avenue A-2 . Kirkland, WA. 98033 SPOKANE COUNTY EPIG1f~EE-fi August 16, 1999 Spoknne County Engineers . . W. 1026 Broadway Spokane, WA. 99260-0170 RE: Incomplete work by Pro ject Developer on SP 1028 To Whom It Concerns I am enciosing photos of incomplete work by the developer of the above referenced short plat. This drninnge swale needs to be completed with hydroseeding or sodding in order to provide for the necp ive++er quel i+y nf stormt.,~y ru:iosf I don't know or care ~he dei . r:.r of the short piu r 1s; you may recall you mistakenly thought it was me last , . nearly a year after I sold the property. I suggest that you look to the first owner o-,,, e tracts A, B, and C after me as to whom is responsible for completion. ' Our family as a whole has experienced very poor customer service from Spokane County on this matter, and I am disappointed thnt I now must take more of my time to point out the errors and omissions of the County Inspectors in the Engineers office. I trust this matter will be attended to quickly and without necessity of nny further action on my part. Sincerel AS/91 Tom Slade A,b.p y ,p ~5~ 1-r . SO C> 0 2- 14 Y ORaC-;6w 74e, 5z~+'6w, 1 .i~ ' . . ~ Jo. ' / ► ~`~~r' ~r ; , ti t ~ - - 1~' ~ • . 'r'., ~;y , • ~ r~ ~ . ~,,•j ~T . ~t ;'1- ~ - 'm~ • . r~w r~~~ ~ . . , . . , . .i , - 'r , . ~ ~ • . _ ~ ' ~ - _ • _ ~ . ~ ~°,r`i i , r~-t.'Y~•h'• .a . -.~ylii 1;•~~~~~~i~y, ' rC1 ,1, _ , - , ` .T • . ~ ~'ac~!:~,. ` , . jt_ • ~ ~ - , ~.V _ ` ~ ` ~ _ 't•:+? '.i`_ ~;:Y , ~ . •~~~~~M~~ . _ , _ ~ i - -,yr • ` ' h- ~ : ~ t ~1 't ' ' i i.. . _ • _ • ~c • _ ~ a . f - ~ • . , - ~ ~ . , - - ' ~ ..t .F.ir . _ ' ` ~ ~'t . ` • : ~ r' ~y.4 1~' ly ~ r M p,j Z ` tV , ~ ~ ~ t'• , ~ p. , ~ Y ' 4, i~(,~ N '~y ,~~,•,A ~ ~ . ' ► ~t` ~ , ~ ~ f t:~~ ~ ~ { ~.i;• `+~v~ ~ ~.t ~ .1~~.aZ{~r:~ y.~~ j . ' s1~. • M ~ 1 . . , `4~.'ti' . Y ♦ + . ~'ri/ ~ .t .~~i` ' ` " ,A~. . . ~ . • • . . f. _ , ~ 'y:~ { f • ~ V, . ♦ T , d'4 • , . ~ . ' . .y_~•. ~ , S •i • , r ; J - `F~~~L' . `}•.k~ , ~J~'~'~' l 1► ~ ec.f . ~ w ' , , . ► , ~ , ; ~ . w+~ • . . , r . . ~ . ~ +y~