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27703 MISC CODES AND ORDINANCES
11/08/2000 14:40 FAX 509 328 8224 Taylor Engineering Inc 0001/022 ,AMF TAYLOR E.NGINEE)UIVG, VNC. AW AWAIIW West 106 Mission Ave., SUITE 246 Spokane Washtngton, 99201 Phone: (509) 328-3371 Fax: (509) 328-8224 November 8, 2000 TO: Bill Hemmings, P.E. Spokane County Engineers Fax: 477-7655 FROM: Darin Moore RE: Turtle Creek Third Addition HpA Documents Bill, Attached are copies of the documents for the Turtle Creek Home Owner's Association and the 3rd Addition Annexation. If you need anything else, pleasc let me lrnow. Thank you, 1,:me., A..~ Darin Moore, P.E. Project Engineer PtOU-08-2000 13:40 509 328 8224 P.01 ayior E~~nQerinB lnc ~QA 32g 82Z4 • ~ 4812044 'Zj . ' ' • ~ ~ ~ t . D°°35i . . t , ~ . . . ► ' , , '1 • ' 'Y, Jl~ ~ . .:j;~ .y . . ` ~ ~ , . . . ~ ~ , ' y _ t 4230476 ` ~ ~ ~ ' • ' ~ • " ?3ga: t i:01P ~ ~ ' pb11~Itgn ~ ' • • i t _ . co•- + t . . ' . ia~ve~uzr~ t~~~ . • . : , . = . , ~ . , . , . ' ~ . , • ; ,i , . ' s . ~ . " . ~ • • . • ~ ; ~ - ' ' • ~ . . • , - . ' ' ..+}i. ~ ~ . . ' . . . ` • , i . ..;s~~ • ~~~~t y G ~ ' . . ~ ' , . 1 _ i gil~• ~bo~~ ~ ~,rr' ~ , . . . . : . ~ ~ , • - • • ~ ~ . s~¢tiR La~'-i = : , , . , • ~ , p,,t~►o~4X~ ~„=s P618 ~ , , ; ~ 4 ~ • ~ . ' : ~ r-:"~'~"~ S "S , 9Z~~~ ~ ~ia 1p~5~ ~ - ~ _ , . . ' . ~ 1~ ~ . ' . ' G' f ~ ~F~ • . ~ . • ~ . , , ' . ' ' S A~~ ~ ? . - : . • ~ 1 ~pA~~r'!' ~ ` ; 01 lc:TZC3 - ' j ~ - ~ ' , ash~n~t°r.~ ► : . , • ~ ' • ~ ' ~ ~ ; ' • i : ~a . • ~ ~ ~ " ' ' : ' ' nr. of ~ ~ . • • , , . • t , ~ ~ ~ ~~,.~ccls•~O" co . , ,h. .1~, . . , • , ,,,~~cla=~n ~d le9 ~ da ; ~ . ~~~F~a' ~ ~ ~ . : ~ ~~=$it~a~te~~Ag - GovplGhed res~C~o ~v,al ; sp `c ~ M. ' , r ~ , ~ • • ' D~'~~`r.9.~ted i i~ 'C ~A~ a ~^~f °t ~ yygns ~d " . • sn~4 15 lt? d F,x~ nar ~ ~ . ~ ~ 1 °'.~sue~r,~ ~ppe~ty t~~~tac~ t~~~'ve . -~~vei~ he~r s . - . . . ~ : c ' ' ,mor iz ~;a!~~g p~~t~~r~~`' , . . • , • + ; . a opll~ ~~erg °f I"CV O-x I af ~r0,: o_ ~e~ e ~ bera►o~ ~rees : . ~ . . . •.~s= . • ;Q~ a ~pt Sna~l btio~, a ee x: g=p 'Z~ ar„~n~~ • in~s,hed. ~Soct ~ ~ •n . Ev~~x on or' ~ i,n ~e ~ '.hQ . ' , a~~' ' ,c,st~ctl' Q=sX'Vr ~ated frQ ~,dlat ~ . •:.:,M~~~~,d~r L° an, . . Se'~a ~uc~► 1ot ~,~xship ► ~ a0i~`ti ~aaY n°t ,~rsh~P ° n r for ~te ts: a a e wa f tr¢ na~t t° n~ ~n~~' c~ajjti~~tlp l~ Q g , i ~ '~u~ ~elli t~ ~ola C~ a i1 3~ ~ S~a~rsti'~ Q~ tSU*11 bo ~e~~ql'~ p~cur . up° . . . La ~ ti.a a~~ , ~;~1a'1~ . ~ ~ ~ ~ • , . . ~ , . ~ the,~~~ x g$~ ~ ~~~}~ny * . • t.' . : , , • . . , . . . af . r: . ~ , • : , , OrlaF , . . , . - . ,;:j . ~ . , . . , ~ ~ . ti.. . < , . ' ~ ~ e Y oa~8o~t ;~!,t'`,~ ~ ~ . ar i~ +~:~i • '~,j• -I . • 07~. ` , • , . $05 .Yy3 ' z P. O'c , . , . . . , . ; . • . ,pgZs ~ • i+' , , ' ~ ; , ' ~ d8$ . a;;~'~.~,'• . . . t . ~a g4/e . , ~ ' b J 3 i •a~' . • ~ ~ ' anI 328 $224 r~ y ~ . . ~ ~ go~~ 13:40 NflU-~8 11/08/2000 14:41 FAX 509 328 8224 _ T&,vlor Engineering Inc Z043/022 . • l SSZ9 ObI Ya/Yv 6t:7Y Qm OOOZ/80/TT ~ .14JuAJ I. ! ~201,18 . . • ~:rn~ m~• i~S ~?n att.r - . ~_11W~9~ Q~:t~. : '(~:a : 't+' ~ ~ ~ , ~ « ~ ~ . ' •'~.M •I . ~ . , ' . ~[iM~ ~~~i~.'r..•~ ~ ~ . • . • ; ~ - ~ ' .j. J• , . ' , " ' • ~ : • ~ ~.1 l~•~ • ~ ~ , ~ • ~ ' • f • ~ • 2~' 1't~~ ~$o~iation nsemt~0=shi ; hqld by anY . • ~ • ~ ~ ' • ~ 'Owner og' ~ lot pwellipg Unit shall ~ot , be t;~sferred; p3edqec~ or alier}p~~d in a~iy y~ray. -~xcept upol} trie sale of or ~ ~''-encuabr"ce ~of s~1rh lct and/oX DWellinq UniC, "d triexx only to . ~ . • , . . ; ' A~y att~~nnpt ~the purchaser ox iiortgaqee thereqf, to mako a . ' . prohibitgd t.ransfer is vo*d♦ ' 4t. Iietpber ott}er ~'.hap peclarapt ~ . who h" : tracisferred fee interest. to hislher lot and/or Dwelling Unii or who has sold his/her lot andlor Dwelling ~Unit tq a coptract purchaser upder re$1 estate co}~tr4ct shall ~so- . : facto bg dee~ae4, to bave trapsferred tq s11ch • qrantee or ~ • contract. $u.rchaqer his/her membex~ship , ~ ~ rights . i~n the ; „ • ' . 'A.ssociatioA. . , ~ ~ • ' . . • • • , ; . . . ~ . ~ ° : •8. DE9ELOPMEMT PC=OD - TER12"HAT?GN - VOTING RSGET3.. . • ~ . . . , • ~ Section 1. Man~ag en~nr~ Declarant. Devqlop~pt Peri~ ; . shall t~at perioa o~ t.u~'~ trqu~ tnQ d~tq of recordinq the ~ Declar~tion until (1) the thirt~.eth t30th~':.~ ciay ' lfter.~, tslns fer of tit.le,to ;:onsu~a~er h~ purch~sers of L~nts ~ representinq one ~ hundred percesst t100$) of the totzl votinq ~ power ' of, all Lox 4wners a$ the-n constituted, inicluding ax~y ar1nexed pzoperty; or . . --(2) the ' 'claCe a% wltich Decl.qraat elects 'to permanently . relinquistt 411 of Declarant's authority under this- DeClatation or : (3) a dptip pat . iaore than : • by written notice to a11 O+~ers; thirty (30) years frasa the date of recordinq tt}~z Deelarat3.on, ! whiChevor of' Che abave daCes. vr events first.: occurs . Untf I. ~ ~ tenninatio#L of the Development Period, eithex -upon the sale of the requt.i;ed rnunber af I.ats, the expiriptioa og the stated tintie •Period, o.r at th~ election of the I~eClaracnt, t2ie property . - shall be,manaqed and tbe AssoCiation orqanized at the sole . . dxscretiop of the Decla=anr. It the Developmes~t Period has . . termin4ited vndet the torcqofog piroYisions, the addition of : other Parcels to the Propex-ties already subj ect to this , : Declaration shall not chaaqe the -fact that tbe Development . ..Period bqs termin4tod pursuanC ta the provision.s 4erein before the add.ition oP Other Rarcqls -to the Progertf es, the seventy- five perCeAt (75~) of the i tot~l. . ootinq , power s#4a,l,l De - detersaf.~qed oa the basis of the •ti+oti~ power ir} all the I~ots #hea in ~'thq subdiviaion afte~c the addi,t~.on of -the Other ~ , : ~a,,rcei.g _ ' ~ ~ ~ ~ ~ . .I~ . SeCti.on 2. Notices to Owners : NoC • less than ten (103 nor *ore triaan tt4rty 130) day4 prfor to r.he teratinaticn of the •ti,,: ~ v e l o~ t P e r i a d,' t l} e D e c l a *t ' shall q~X e written notice of . .F~ 'the te .rmi~tion of the DeveloPAaet~t Period to the Owner of each . . ~ ~ ~ said~ aotirq shali specily the date whon the Developiaent . .1. , ~eriod a►ill ~ ter*uitatQ oad sh4J1 lurtber notf ty the awners o f tihe date, ; place asid ~ tisne when a mcetinq of the Association ' , ~ . 2.. . , , . 1 . . . . , . . ~ , , . ` ~ ~ • , • ' . ' i ~ ~ . . ~ , ~ . • ~ ' . ' • ' ~ ~ ' j ~ ~ ~ ~ ~ 'I . ' ; ' • ; . . 'i . ~ • ~ . ' ' ~ • ~ • ~ ~ ~ . . ~ ' , . i ' ~ • ~ • ; : • 1 t I ~ ' ~ ,I , + 1 , . ~ • , , :l • • ~ r, ..,r ~ w• . ~ 1 • i . . . . . . . I i • ' ` ~ ~ • r~.•~ ~ ~ 1 . ~ ~ . 1, ~ . , ~ 1 .i , . • ' ~ , , , , . , • . , .~.•:i:;. .1~.,1• , . ' , ~ : . • ' , ~ . ' . • ' 1 . ' , ~ . • •~~r~ , • • • . • . ' • . ' • . r . ~ ~ . ' ~ ~ ~ Coo it • OnI • iavmQotaaaQ ammQ 069t6Z6sOS $d3 OS ;Zt 00/201tt P[QV--08-2000 13=41 509 328 8224 93% P.03 11/08/2000 14:41 FAX 509 328 8224 Jaylor En8lneerin6 Inc 14004/022 ~ ~ . [ 8SZ9 ON YU/YZ1 BD :ZT dS6! OOOZ/20/Tt Il : . Llll l~ll~ # tl! oilil~j 111 ffi~ior1~s , . , . T~~►uurlN! Iln C tVc M (0 ~ O,ft rn or,,,k rA q p: ~ ~ : • ~ ~ ' . . . • , ~ ~ will b . ~ . - T~e ~otice ' shspecf Ey th4 t., tha p~rpose of , ' . ~ • 9 ciidian f.~. ~ he Assvatta ap oirit . new OffiCers and -i ~ i. is n~eetinq, Directars of the Asscciiation fzoin t~ie~ch~nqrs . At th x,he Daclixant shall appoiPt n directors and OfficerS for the " sociatioa foz a i~e~C~~.e pexi64 o P opq (1) Yea=, whlch ~.s . shall be " the transition yCar ffot~ DqC1§r4nC control to ~ hvmeo~raer control. . Hotwi~hs~anding any , gxovision of the . ~ , • ~lrticle~ ; oic Sy-I.~Ns of ~e Associ4riop to the contr4rx, for ~ '~h~ p; e ence, eit1~*~: ~n person or ~ tbe purp~o.se of~i aVeti0tf ,ar, ~r~y pro,fy,~ og the Ow4ers a t~jo~~.ty of lot, ownezs shall - constitute a qu4rum- - ~ . ~ , ~ ~ - : • ~ ~ ~ ~ . . , i , . ' • ' ' ' ' ' • ~ ' ' ' - ` • ~ ~ , r~ Section 3.~ oint~ae~nt af Y~~ a'ra t' Soard. Qeclara~tt maY in ~ n an ~ a J t e D e~ l a r a n t d a e n t s . its so~.e ~dis retio , , ~ ~t S uCn , ~ es i . . . a~propr~at~. ~aPPQ~t thrqg. PgrsoMs. w ha ~Y, bo _ L o t 4 y~ cqgrs, or are repr~s~eAtativqs of cQ~r%te entities • or o~hgr entities , , . Which arq Lot- Owx}~~~. wt~ich May ;includq~ .I2Vc~.ara}~t or an ~ .t " a , . ~:s T, . agent th~ezeof, as a x~por~ ~ard. 9g;ry 8aard . ~ . shall t~av~e fu11 authority and a21 riqht.s,:. ~rgsponsibilities, , . i pr2vile%es aAd duties to m#naqe . t he Proper t ie.s . Wader th3.s . Declaratipn . and shall be 'subj ecC to ~ a3.1, prvvisiqr~s of this , ~ Decl.aration. ~the Articles • 4nd th# aY-La~+s,' pid~,d tha~ after . seleCtinq 'a Te,mporary Bosrd#, the 1Pec1arant;: ;in the exerC3se of - . • its sole disczetiox;, uay At any tfine tenninate the Te.mpotSZ`Y . ' tuzder o~ Hoard ~1nd rQaSsutae its managesaeuC autho~'iCY' hRre ~ ~elect a new Te~o~por~y Board uncser this section. . . ~ ' . . , - . ~ ' SQCtica 4. GoverniAq ri hts So lonq 4a no Te~aporary , ~ Board ia :~a nqthe Prvper~qrs or until scich tisue~ as the • • , • i first permanqnt9~'Soaro ~ is ag~intec~, • shnuid Declara~t choose . . ~ ~ot to ~pPoint 4,. Sesqpora~ry 8o4rd, Declaraut or a manaqf~nq ' • ~ ; : '1~a ent select~ed ~ ~ the Declarant sliall have. t#ie power and : - authoritY' tio xcrcise "a7.1 tlse 'rights,, dutieS and functions af the Hoard and . , ~ ' gerierally exe=c~34 a11 poNers necessary Co carry . , , out the ~~ov~sion,~ 'Qr this Declaration. - includ.iAq buC aot . ~ lisn3.ted ' to en~ctinq reasonalale : ad~einistrative ' rules, . contracting . for re s~uired - sez4ice4, : ebtaininq property and " . ,-.~iability . 'insu;ance, exercisinq 411 discretfonasx functioris ~ provided #.n this UeCIa;aCion, and collectinq and expendinq all : assesmeats and Assocf,ation fvjids.4AnY stsch manattlinq agent or tha Doc24~t oha11 h4ve the exclusive riqbk C4 Contract for = all qoodg, and sex'vicee, payiaent for whiCh is to be m2tde fzam 'OLny mooies collected fz'oa assessments. , orderl ado~inistratiion • These require~eents Sect'on 'S. , • ~ ~ . ~ • I i . and covena~nt~ a~ce ~Rade ~e gnsure that the properties wi2l be • . . , adequatQly a~3min~~~r~d the - snftiax staqe; of development to e;nsurQ ar~ o=at t~sitiaq to' Associativn operations. A " eceptiance. ot ~an in a;.~qt evidentes accoptance o~ . 3 i , • r,. • , . ' - , • , / . . I y . • ~ . li~, ~ • ~.''1 • ' . . ~ , , l I . •,,'1 • • ~ ~ ~ ~ • f'1 ':r' ' • ~ ' ; ' . ' , • . . ' ~ I!';. , { : ' • ' , ' , - ~ . • . ' r• . •i : . . - ' ~ • . . , . ~ ' • ' I . ~ ' ' ~ ~ ~ • ' ~ • 711 ~oo~j 'aIIi '1aaQa0T0deQ IRVQ 068ti8Ze8oS YYd TS=ZT 00/80/TT NOtJ--?8--2000 13 = 42 509 328 6224 93% P. 04 11/08/2400 14:a2 FAX 549 328 8224 Teylor Engineering Inc 0005/422 • ' 185Z9 0N X2i/Z.LI WZT (E-U 0009/80/TT I IlEI In jlIE UIlt uIlu ltlE I11 I N I 10- 611K0119N a~` o . , _ ta,lMrtO ttii c tua rn rny c:s m : • ~ . • . . . . tv4anb I',► ~ . ~ • 1 ~ •Y ' ma~g~a~►ent atsthority in, 3?eeIa~'4nt. 4nce~. the Declarant's . .4 Develqpacent reriod has expixed, each , ldt - oln.ner shail be ~ . ~ ' • ~ ~ entitied tq, Qne Vote pe:r lot' awpQd reqor43nqa11 matters of ~the corpozate Association which aze,normally voted upon by tne Members . . ; - . ; C i JVRSSDICTICN OF ASSOC7ATIGN. The &oci ac SS at ion, ting - througK its 8oard of DireGtors'shaXl also have: , . , . , - . ~ . ~ ' • ~ i The ~utho~ity ~ . 4md duty ~ to . Taaintq►in, repair • ~ , ~ : ; and otAerwi9e ma~}~.qq the Co~on Age4 anO x.azid4c4pe Maintenance ~ A,reas ~c~ a~.l faeilities, imprqve~nents ~~d laAdscapinq .-thereon,. all u4 accordaticQ wit4 the , proyisioxis . of this , ~ Aeclaration. k'or t}e purposqs~ of t;his DQclqrati4n, the above ~ gzatiteal aucthority and obliqations 4#iall. ircli;dej, but are noC ~ lirai.te4 ; ta m4i.Atlinipg the ~tencinq along rhe weClani4 bufFer ~ and gravol p40, as weil as tb4`t ar~a ~iowr} as, or. to be known ~ as, the' Native GrowCh Psoterti4p E4se*erxt, tQ ' Che oxtent .~F'. ~ desiqnated ~and rCqt;ired to be mai{ttain0d-' by • the . Pashinqton ' ~ . . . , : - Depat of Ecoloqy or any other "a'g}icy - Kith jur•isdiction over such area ~ ' . ' : . . . ~ ~ , . • . . • ; • , ' • . . ; • ' . ' ~ : ' . . . ' i , • : - 2. The autharity ar}d ' duty to qra~t ~ e4ooctents, riqhts . ~ ~ . of way, ox sCrips of laad,. whexe nec~ssa~; ~or ut~.l.; ties oaer • the Co~p„mon Aacea to sezve the "Caa+oraon Ar'~a ?Lncj the:►~Dwel.ling ; ' . Ltnits. ~ . . ~ . . , . T4q, authority and ~ duty ~ tq maiqt4f4 an adequate ~ ! . policy or pol,ic4es of liability ~ 3nd firq . isisuranCe with • respect - to the Co=m~ Area and pO.Fsonal .property, if any, owned bY • the aci' tion'- as $~Y~.ded herein furtharinq the ~9~ ~ pu~-po9es. qf aad ptofiQCtinq the intereSts ot thq AssociaCion, ' its officgrs aad 'iaeaabex~s, and as i~~zected by this DeGlaz~ation and the By~-~,aw$t as well qs protectiaq, by narnj.nq as an ~ additionplinsured, the Oeveloper, Dahm Development, Inc., it.9. assigns,,s14ccessors, officerst d.irectors aAd srareholders, and ~ -Sal tese Syizdicatp; ~ LLC, M111*r Morrisori and • t?ie other parties ~ ~ • , ~ ~ referenced ~n the agrqemer~t . idenzified in the followi.nq paraqr;Lph, The Association alsa Ihereby c4venarits to indemni fy the above nqmed ~~nti ties a~d pe~so;us ~ga~st ax~y liability ~ arisinq froia thg ~ la~ilurout~~ e o f th~e Assndiation to adequately ~ t ; N:.:-Pe~r~ozm aACi" ' c4rry the obligatio~ imposed on the ~ '•Associa~ion by thfs DecZaration, the Articles or the Sy-Laws ~ of tho, )ssoc.iatioA. , . _ . . , . . . , . ~ . ~ Z4'~ ~adc3~tioA . to thQ ' abaye provisions. D4414rant 46reby . . • ~ 1 : - . assiqm~s ~ its obll.gations ! aad riqhts u6deir. that certasn Aqre~, ~t ~ Of Ub,4@tst4pdst}q dated Fobrttazy 2Bt 1997 betxeerY . : Doclz~ra~t, S~.].~e S~udicate. ?.?~C, Mill~ Moi'~'.z4n, YI, and ' i ' 4 ~ . . . . . . . . ~ , . ; , _ , ; . , ~ • . ~ • . . ~ . , . ~ . j , ' ' ~ ' • , i • .4~~~. ' ~ . . ' , • ' • ' . ' , . 1' ~ • 1 ,i~' : ~ ~ • r , ' ' ~ • 1 ~ ~ ~ • ~ • • t , 4 • . • ; ~ • . . • ~ ~ . . . , . ~ : , • ~ ' ' . ~ ~ . - . • ~ ~ ' : . . 1 . • . . ~ , ~ ~ • t••.r , i . ; . r ~ • . ~ 1' ' 1 ~ . ~ ~ • . , . . • ~ • . ~ • 900 f~ • auI •JQalMaojaaaQ a~qsQ 069fi8t660S XY3 18 = Zt ; 00/eoiYT NOV-08-2000 13:42 509 328 8224 ' 93'/ P. 05 11/08/2040 14:43 FAX 509 328 8224 Taylor Engineering Inc 10406/022 I8SZ9 OH Y?I/111 8UZT Q34 0009/80/11 , I l1f1(l IIItI lUl! ~Iiii illlU i~tff ft11~! Ili Itttl ~i1 Itlt ~~~o>>~ . "u+nr.Tr,ur tttt C tig M mw tx m UAW" r.a a ~ ~ ~ ~ ~ ~ ' • • ' ~ ' . . . ~ . . ~ - ' other4,' recorded ~;t~sr.,b 244~99~ tu~der~ S~okane Ce~ty AudiCor's ' £ilA n,,,t~,bQs 401d~?, ~spee~fiC~l.ly a~ tq a1l 'cib; J."tiOns armd ~ , ~ ~ iridemsification~ q :Fpqti3rec~ of Aeclarapt to passe¢ on ta tha ' ' - homeo,,rnera ~issoCiatioa as stated there3n,• T#e Assaciation, ~'_bei.ng ur~dex Dealaz4nts sole contxol curreqtJLy, accepts . ' aSSlqlYAw~pt and a+aasanption cf. ;aid obiicmtions and rights . Nei ther Decl.arantlpaveloper, Aor any me~mber q f the Hoard, nor tlieir repre;sentat.ive, shall be liable to the AssoCiat3.on, or • to any ~Owttex fox any Ioss, damaqe or injury arisinq out of or in any way cvnn ,ected wi Ch the perf orma4ce of thq Boa=d' s~~ ~ dpties hereunder, uriless due to thQ willtul snf9condu~t or bad faYth qf~ the eoard and the Asscciatios~, 4nd t,~e Hoard hereby I ~ for it~elf and • ~ the ~ lot ~ 'ow~er~ ~ hexoby ind~ianif~.es ~ . i . . : DeclaranL/nevelop~r aad ~ as~iqns or tra~c;slezee4 fzcrm -any i ~ ~ : liabYlit ai~isinr~ €r an non. oerfo by the Boa=a of itis ' . Y ~R .Y' rmance ~ responsibilities. , . . . ~ , • ' , • ; : • - ' . ~ . • , • Aploy ~ c~ : . ~ ; •s 9 . ~ Thq authQrity bq~' not ~ the . duty; ' .~to' ra contract i wf t* a protessianaj,- ma~ger to~ ~erf a}~ : all or any ~ • ~ part of ~ the dutzses and ~espo~ribiZit~.e~•~of ~ .t#~s A.gso~ation, • . ~,rid sh41.1. have the 'auta4arity to daleqate, its . authority to ~ . ► ~ conmitt~;:9. oificers and empl, qxees . . : . ~ ~ . . I ~ . C . , ti.'' ' - , . ~ , . f ' ~ • ~ .7. ThP authos'!.ty aad :tho. dqty aat4 rqspor$ibflity to j~ enfosce ~ the pzoGectioa -of.:• the N4tiv~ • Gxpwth FroteCtion ~ ~ ' ~ • ' ' - ~ Easemesit : ~hereinafter `INGPE"~' ~+hich is fn 4ce to ps'atect the ripariam ; habitat and wiidlife corridor. The a4qr3 ot DireCtoxs . of the A;soCiation has the power. ta eAforCe tho protection and : • t. . assess for coats thereof of' the . NGPE, , . qn..d if rirce.~sary tio take i leqal or ; ct~xqr fie~~ur~s 3q~►in0 t sny p.WriQt, . Tho Aoard A}ay l~i.en• .',;..~the prop~rty of ~ owner. ~ne~~r fo~, ~at~enqqgs unpai4 fos mare ~ , , . than thi#y (30 ) • daY;; or for; damage'. causqd 't4 the NGPE by an • . . :~:"owner. R~val of dried qra~ up to 75 Peet inta thA NGPE to seduce girg * hazq~ds ~s .'allowabXe.- The eoard wi 11 limi t removal~; ~ pr . ~ qltoxnatio~ o~ ~dy veqeCatiot} in the NGPE to ~ ` ~aintes~ance • ne~ded ~ ~ tor ~ ~~~'C CY - + PuspOSq~, such as an I . . ~ : qver7bipq~au~c+~ o~ c~ea¢ ot t~rigd lim~p~s that posQ a,fixe h:zard . or any Qt#er oazqrd to human , safety. • Periadip saowinq of the 't area four (4) feet on ei ther ;ri dq 4f the Grav el Pat h' w i l l be perfo~ by the Asso C iSt~,on 'as redson a bly ,,necq8sary tor f3.re • . 1'.; 'Orid hu~8~ , safQty.~ ~ootly veQata tton '~y not be altered for ~ . ~ . 4-:* cos~netic purposes: Planti~ng.of pative specias i»* areas that • ~ aze lacking to e~ ~nhance Wildlife habitat is 41lowed. All granta of author4.ty and sitioA of obligations ' set'forth above 8ha12 aJ$o be ra4de !n conjvr;vtfon with gnd not ia confliet - witb thq previa4qly . entered 24orris4nlSaZtese Syndicate . ti4qreezaen~ • between s#ld a w n er s * a nd the Dov e i o p er, da t e d • Februaxy 28, 1997 znd reGOrded I44rcti 24 1996 tundez Sgokane County Auctitorl s filo numbes ~ -4 2014 64 , which. aqreeiaernt slia,ll ~ ► , . . s , ~ . , . ' . • - . . . , , . . ; : Y~ . ; ~ . ' ' ~ , • ' . ~ ~ . . ; . . I ~ ~ , . • ~ • . • : . • ~ ~ ' ~ . 'I - ' , • 1 . , ; ' ~ • , . ~ : ~ ~ . ~ + i , ' ~ , : , . , • . ~ ~ , ' ' 1 • .i~~~ • ,M ~ , • ' • ' • ' - ' • ' • • i • ~ ~ . ~ ~ • ' + , . ~ . . . ~ . ~ ~ ~ ~ . , : : . • , , ' • . ~ J 9001b -:1IIam4o1aaOQ uiqeQ 068b8t6805 Y'Vd TB:ZT 00/80iTY NOU-08-2000 13:43 509 328 8224 93'i. P.06 ' 11/vaiZuUp 14:43 FAX 509 328 8224 Taylor En$ineering Inc 0007/022 [8SZ9 0N YH/XZ1 WZ1 QaM 040Z/801TT I llim IIuU Wu 1Illi 1010 !tlif u1iU IINI 11}t 1il1 05110Ei99e _ ra~xcwTiQ~ tttic i~c t~ cYnr dt 5+~~.. x controi in the event of 8Ay conflicC of its p]Fovi*ions and the provisioas of thf S'Decldratiozt. ; , . - , . . . . . . D. • cO~V'ENANT FQR MA2 ASSESS~SENTS - Crea~.s.on of the ' Liers aru3 Persanal obiigation oF Annual Assosaments. peClaran,[, for e a c # I a y, r e l l i t i g' TJn i t o r l o t a w n e d w i t h Z A t h e P r o p s r C i e 9, h e r e. by ~ cav,e,nants, pnd esch Owrier aP any Dwe]~Iin g Unit ar ldCr by ~ acceptance of ~ a deedor real estate coptract r2}erefore, whether or riot'it aha31 b~p so expressed in such deed or contrt}Gt, is deemed to cov~nant 4nd agree tc? pay to the Associa cion ; aruzual Coma~on • ~ ~ ~ ~ ~ . A~sg§sments ~;6r Common ~xp en„s~s: ~2~ • Capital Improveiuent Assqgsments; $uct~ as assessin~zt.s,to be-• establibh~ and vollected as hereinagter p=avided_ ~ ~Such assessmet}ts, roqether With iatrrest at ~ • ~ i : ~ the highest rate alloM.red by Iaw but not qrea4er that} 'twelve per, cenC (12%) pe= annum, C4sts 8rid ~re35onaDle, attO~,ey' S lees fos the 1- colZoctioA thereflf, shall be a, Zien on the D~rellf.ng Unit *qnd sha.ll - be - a coatinuing Iien t:rotQ the due 'date • of thq-As;¢ss~e~}t. Each ~ such Assessment, toqether wf Ch Such ir~terest, 'co~~s a~d reaseaable , ~ attorney's fv~es, shall also be the pRrsaiial". obligatidn of the . persQn who wa.~ the Qwner of the I~wellin g Unit:~t the tia~~ s whe r t the ass~ssment fe1l due. The persanal obliratio* Qf tbe OWner shall nat Pass t0 21.is successars in tit le urx.le$.j -;exprtsaiy $ssumned hy E. Amo=t of caRaooa Assessment. The~ -aAaua~' assessment shali ' ' ' ~ : ivi#ally be O}e f~"undred M~,.lars JS00O.06) pet: t.q~, ~ to pq paid 4t • ' ~ ~ j.; th~ closing qf the of any Zot,. fz-dt; Dec14;4~~ t:o. aLpy builder i a~nd/Q r consum¢~,t buyer . (no ~ro~,4#~$ y~.).~, t . . - each gaid bu~der or Pu~'r~iase~ Da~.a~t ;~'IqI1 p4 X , 0 ~'p11 cal~and~ar • , • ' ; ' ye~er due~ it tbq G.lo~zRq, ' a ~ fog ttioj e3ate o~ • , ~ ~ - ' c.~.o~iisq on t~sie lotj ; a re,asqnapl~ e wh1Gi} ~haZl ; be oliocated a~d pai4te the Decla~nt ~for Plat' man~.c~~ent ~ seryxcQ~ prayidec! by the - De ~14rant to ~e~Asscaciat on b znfession Z ~ , , ~ 4~ Y ~ p , ~ ta~siag~enti firnt. Suc4 allocgtion of funds . to the ; DerlaraaC sh4ll cease 4ben the , Developmexut feriod .,e'cpir~s ancf thp Msociatio~ assupees colleetion cvsts, beok);eeAinq. 4ri4 ~other, Rta~~gemertt tespons~.bil~.ties s~hich arq , de$~xibed ti►it,# p...ar~t+ ~+c.ula;ity tn t44 8y-Laws of ~he Association. - : , . ~ ; ' • ~ - ~ ; ThQ annual apsesg ,"ut may be' i4creaseti duriAq the Aevelopment P~riOd to reflect i4C1^qqsed (1 mijltenance Cost9, ~ (2) repair or 341.paqetaent `.c~sts. RI~. ix~cre~9es i» the arusua.l " a~pol9sment dUriag t}~e DqvelQpment Period meMt directly reflect = iYtcxiaases iA 't,he ak~vve V;cited costs. . . , . . ~ , . . . . , ~ • ~ ` ' ~ • , , ~ : , , • i . ~~p r . . l 1 Aftet' J;#e Deve1+ppMjInt Period ex p1re$ o, the - fiaximuta . ; . amnual oLs3es~ssr. may ' be i~crea~ed eae~ Y4ar aot more t~an twiplvg perceut (12~) • #bove Oe pwcimum annual . . . i~ . ► : ~ ~ assensatetit. for the prQvious ye#r with out a vote of the ' . . ~ , ~ - ' ' ~ 6~• • ~ ; ~ , "j; : . . . • . . • , , ~ , . , . , • . ' ~ ~ ' ~ ' ' • ~ ~ • . . . . , . . . • , - . • . ~ ' • • ~ 1 ' • . ' . _ • . . ` • , • • , i • • ••~4 ~ ~ ' • ~ ~ , • • • ' , I , I' , •1 ~ • , , ' ' . . 1 . - ~ . ' , . ' ' . ~ . • . ' . ' • . ' . r ~ ' . ~ • • ~ . ~ . ' ~ ~ ~ . ~ • ~ . . ' . ~ i . 1 • • I• • ' ~ ~ _ ' . I , ~ • , . . . ' • , ' . • • • • ~ • ~ ~ . . j 104~t ~ •~ux •~uamdoiaeaQ u~q~Q o68b99660s Yv3 ZS:zz 00i90/11 NOV-08-2000 13 ; 4,q 509 328 8224 93% P. 07 11/08t2000 14:44 FAX $09 328 U24 _ Taylor Engineeriag Inc Q 048/022 . . (8SZ8 ON XH/YZl W2Y ci3A 40OZ/80/TI p ' i~of 19 . . . . . TUa 'tmt tuc m . - ' ~ • ~esnb~rship • ' ' , ~ ' • ; • , - . ' : • ' - ' ~ . ~:4~ : ,t~,~~f~• ~ ~ ~ ~ • ~ ' ~ ~ ~ ~ ' . • . • , . :`i•;~; :-1. (b) . Aftet thq Developmept Per~Lod exp~.res;= :the max~uia' • : . . aantt,al as9essm,~nt m~ay b~ , ~increased by mvte tban twe2ve , perCglnt t121} canly if two-Chirds of t4e members of the - , Association, who are ~vo tinq in person _ o r - by proxy at a : . ~ , zaeetinq duly Cd11Ed fo=' 'CYWS pulpose, consenC ta such an ~ increase. ~ . . . . (c) . ~ After tt)e DevelOpment Period expize9, but not later . ~ rhan ei ht y+ears grom the date of i-e~corci~,nq this • : ~ Declazaon; , i= addi tiop' 1~o *the above, ~ there ohall be ~ set 'ug' throe~gh the AssociatfQn a zesprve a~~ount for . accvtaulatinq furida, pzcratec! to ;$11 ef the i.ot owpers, ia a.¢ paaeast sufficiont to gay gor FeplaSe~aerit andlor maiateaa4ce of the com~eonly a~ied aspects of the ~la~ . , • . ; , , . . . . (d) ~ ; A~Eter the Develo~unent Period expires, - the' HoSrd of i'. DireGtors sh4ll' fix the asupual ~s3esstnent in ~dccord w3 th th~ above recited standard*. ' • ' ~ . . : ' ~ . ~ F . Non-mmmt of Assesment.s -Rerdic.t9.es; ure to ~ pax any • - • I ~ asse-Iwent vkj4.W due shall ena.ble t.he ' A4qoc~LaC~.on tca foreclose the 3.ien of said assgsgtnent ~ as ~.houg# it ver. 4. sportqaqe . under the laws and p=ocedu.re . for ~ fo~eclosure of• mort a es ' 'n ~ ~ . ~ • g., ; the • state af W a sNiwt p n, f o r t h e a m o u n t o f t h e as 9es s fi e nt, a c c r u e d i n t e r e s t a n d attoraeys fees,and coats ineurzed, or the 'As;ocisCi4c} 2aay exercise any -other reiae~y avail;.ble ar law or - in equity. ~ '~he A$sociation, . ~ throe}gb any ouorized officer, taay-bid at suc.h. fore4o*ure sale on behaif of the Aq4oci4Ltion it v~lid4~► a' ro Y~ ueetind 4t , a dul y called ~ q af Ct~e Associ#t~ lon. I~'o t wit 4 rg a l l . other proyis ians her go;- no liez~ cre~.ted a~ ove, qot , t i ~ y breach of t,bis D e c. t arat i o n, nox ~ h~ ex~forcr~ent ~of ' ariy prov isioji 4ereof shall defsat or rendqr ' inva~.id the riqhts ef the ser~efici4xy under any recorded girst Deed . of TZust upo;X a Dwol1.'ip-q Unit macl% ';.a qoad gAitti apd for valuez . ~ i. psOv}dgd that aft~ . su~ pe ,nef4i~iary or some • ot4qr perso}~ ebtains - titlo ~o suc~, ~rellinq Unit by judiG~4I , fQFeclQSUrq ' ox by n►ea" af t e ~ o~rs , s~~; ~ foF t h ~ n such Dee d oz T~s 1 st~ c h D w e l ling t h~ f t shall :rem4uY sub~ ect •~q the , Ae~la=ation ahd pqyaqnt of all avse~~ents accrui~q *qbqqqueat,- to the date such - peneticiary or othQr parson ~it1e, a;~d r~~aims fpr sharp of unpaid , • ~ ~ . ass~s~nts . reallOiC4ted , t4 . a14. , ~ . ~t~, , inCl~.td~q ~ach unit ~ • ~ ~ ~ ~CZ~~~osed. ' : • ' • i• • , ; • ~ ' . . • . , . ; . , .i• . . : , • . . . ~ ~ C . RES?DE~~TI~iL AREA COVSMkNTS. ~ :;:w:,; • i . - . ~ , i . . 1. , Land ~se aQ Beiildtn ~IO lOt shall b~e used , except'for reside~tial-purpQ;es:' Th~s 1p ovision shall AoC robibit the ~Qnduct oP a "homp 'profe~sia}~" , or a~ ~houie ~ occupation" as 7 . . • . ~ ~ - , : . ~ : ~ . . • . . - ~ , . • ~ i . 1 , • I~ . ~ t • .t' ~ • . ~ , ~ ~ ' , . i. ~ . i~YV . ' : ~-~N.~ ,r~ ~ ~ .1 . • • . ' . , ' • • :•7~If~~~~ ~ ~ ~ ~ ~1,, ~ • . • • ~ ~ ~ ' ~ ~ • _ ~ .~!i.~ ~ : • . . • ~ 1 : ,,•,~r.~ • . • . . . . ' ~ L~ : , t , r. • , ~ ~ i ,t , . ~ ~ " l d", ' . ~ • • • ~ ~ . • t 800~ •OQj •aaamaoTeaaQ taqeQ 069999660S Yv3 95:91 00/80/tT NOU-Q8-2090 13=44 509 328 P*--)-")4 94% P.08 11/08/2000 14:45 FAX 509 328.8224 A Taylor En8lneerim,Igc 10009/022 ' i85Z9 OH Y~/YZ] BvZY Qm OOOZ/90/TT I Itlll 11~{ IU1! Il!!i ;,niffl,o2 . ' ~ ~ . , . . M c~an. P.~ n ;~:.~t~► e~aittec~ by the ' Spok.ariv Courity ' Zoninc~. Code. ' as maY be "Aed def~~ ve 2~at such us sh$11 not alter t'~ > ~ f tex ,aa~gnded, provid~d, ho ,we~ . t . . ~ . ~he~ ~ ~ residQ~tiai' aPP. ~4rance or • the neiqhbor~}ood and ~ shall not . . , i~ic~ude any business ~ign4qe lexcluding ~ tor ~ale/~or re~t siqr~s by th evelopers ' hom~e3suilders or ' owners desi=inq ta sell or . rent th~i~ homes) ; inor a11.ow for tlie ~nufaGture or repalr of produtts outs:Lde of the residenrtal strvcture, and j!hall not cau:$e parkiug . : or : traffic bQyand that associated with a residential xteiqhborhood. No . bufiding : shall be erected, 41teYed, placed or' permitted to r~ea in on aay lo t c t h e z C h a a one detached siA gle taauily dwelling n o t t o e x c e e d two stozigs in hei ght with an i4ktached two or three - ~ c axa -AL1 bui4dings permitted in TVR?x,~E CREEK pust be o f new co~struction: ~!►p'purtenant detached 'stzuqtures built on aay lot shgll have extexnal confo~nitx wt th the appropr3.ate provisions of . t43, No detached bul3.dinqs,or shop larQer.than 100 s~ Declaration. . square f eet shal l be alY.owed. , ' , ' . . . . . . • , . ; , . , . , , ~ . . ~ . • - ~ ~ . 2. Ar+chitectura2 Control. No buildinq ~ sbalZ ~ be er. eCted, ; plaqed, or altered Qn aay lot 'uutil the -oonstrtiction plans a~ad specifications and a plar; showirq the local;ioa of the 9tructure have been apprcveci by the At'Chitectural Coritrol Comtaitte$ as to . quality of Wor}manship aad materia4, hazmony• o~ ~xternal coloz and ' • des~qn with exisCi.nq st=uctures, • and as :to . the location with- reispect to topoQraFhy and fiaa.sh qzade elev4tio4. Nc gance or Wsll or 6.utbui1diriqs sball be erected, placed Qr 141tered on aay lot nea:Fer to aay street 'tban the urum= bui2dinq seth$ck line. The ~ ~ Architectural Comi.ttee of at lea',st one pember shall be appointed by the OwnerlDeveloqers howaver, in. thg ' event tihat -such comiGtee ~ i is not in existeace or fails to -4pprove or disa~proye such de4iqp - o r o c a t i o n w i t h i a t h i r t y (3Q) daYs , after su ch plang have beQn' supn~itted tQ it, then suc2i approq~t~. t~il~. ot be pequired, provicled _ j• i the'"de».gu and loc,;tion on t!}o loC,*' COAforla to #nd ajire i;a hanaony . ± R~:K and is nRistent with wit~}, the exis~.i.tiq rtrt~ctt?r~~i~ i~} TORTI.E C cq i' t he p 1' ovi s io~as of these Coven~ts: Otice the Dwelopqent Pariad has ~ te=uti~tCd~ ~ the A.ssoci~t4on shall appoipt tl~e Arc,h.~ tectural Cont~o Coqmittee, wh~.ch 4ball corsist• of , three (3) ~ taembone of whirh . . ftaus~ . be anofficer of Chq fleclarazit, unless thq Declarant Kaines t~iq;right in i writinc~, • ~ ' ~ . , , : . ~ . . ~ , ~ , . . . • . . . . - - .I Any buil¢iriq or' hpm,te cous~ruct~d TURTZ•E CT~tEE~c ~ha~l cssmply 'i . ~ with,the foLlowinc~ mi , ,ni~a desiqn ~nd cnnstrutt}on sta~dards~ ' 'a. YA total a ~ia~aa.epna o~ sev~ty ffve Pqrcals~t (75~) of th~ hcra~s ~ c txttcted in TURTLE CR~ m~s t ha~e b~►sg~atis . For th~ i~ i P4i~ose of t l~9e Cpvenaot~e l a wc r lqvvl a f a s l i t e~ t r y h o i n e . aAdthe lowe; fourth leV~ l o t ~t i m~ t~, t t i;evel hQtu~ -ares C 4 n s i d e r e d bis~nt8. . ; ; . ~ , : ; . ~ ' r • ~ ~ . , , ~ . ~ ~ ~ ' ~ : ~ ~ . ~ ' ~ : , ~ ~ - • . , - . , •i . . . . ,E • ' ~ • • ~ ~ . ' ~b _ F.;ct erior sf: cQloors : shall : be ' e~tth vivtd ~ . ' ! • • . •i ' , . ! ' : ~ t:~: ~r ~ . . • ~ . ' ~ • ~ • i ~ ~ ' • . ~ ' ' . ' . . . ~ ~ • ' • . ~ . ~ ` ~ I ' ' ~ , ' 1 • . . ~ ' , ' , 1 , ; . . ~ : ' , . . , - , ! ' • , .r ~ . ~ , i ~ . ~ . ~ ~ • . ~ ~ ~ ~ , . ~ ' ~ ~ ~ ' , ~ ~ ~ .I'► ~ ' ' • , . ; _ • ' ' ' ~ ...~~~L~:}. ~ i♦ ~ ' _ ~ ~ i ~ - . • ~ ~ ' :1'. ~ : ~ ~ ~.f~S'1~~ • ~ } • ' • ' I' . . ~ , - ~ , • , ' • , • • . ~ ' .=i~', . i ~ . ~ ' • . I . ~ . . . . , . i~ ~ , , . ',t ~ . . • . r, . , . • . ' . ' °s" ~ ''~:e. . ~ 5 1 i . ~ ~ I • ' • . 800CPf ~~QI '2QaatdoteaaQ ~Q 06~68~~605 YV3 ZS:ZT 00/90/YT NOU-98-2000 13 :45 509 328 8224 93'i P.09 11/08/2000 14:45 FA% 509 328.8224 Taylor Engineerins Inc 0010/022 18SZ8 ON 7f2I/%Z) 6t:ZT ([3-4A 0009/80/TT Hi 11 1-11- 1990 J92:' . . . ~ • . . . iN"Iltlil 7I71 t ! YK 64 rnr sa.S M .4 r#" ro is Pa;tel colors should be av'oidgd. The . Axchitectural Control . • fin~i and sole • discretiQp Qn approving c ttee shall ~save ; the . . ~ . co~~tible 6olo~~ _ . ~ . . , . ~ , . ~ . , ' . . . , ~ . . . , ' . , c. A ts+o story eleva Cf on on a home sha 11 po t be permitted vn the fl.ankinq streer side of a cnrner lot. ~ a`. ~ iaentical floor plans or e3evations 4hall not be ~ peMaitted on any two i4d]acip~nt lots. . ~ Doubiq wall ccastruCtiop and sidiRg ikxe rqquireo on the ~ fropt eleQation of all ho~aes. The '"front elevation" shall be that ; portion of the'buildinq Which is paracilel to thc frorit lot line. - Moze stringenr. requirements apply to #vmes frontinq 8th Ayenue a9 ~ provided below. , . • ' . . . ; • . ' ~ f Eqery lot asust be fully landscaped t~rithin one (1) year . . . , . of initial occupancy. , , , q, sateliite dishes shall not be 411owgt4 eccept ~those whiCh are. less than 24 in~cheq 3n diameter and whic?i:. are. attached to the homg ~ or are locaced in the b,ack yard area o f a=,lot.- . ~ , ~ . , ~ : 3 . Dwelli ~CQSt,~,LQua2.i ~ $nd Size ; Al'1 -dwellings shall be of a. quality of won r~aaanship an maCeriaf s stsbstantsally the same oz ; better than the standaxd of ~osidentfal ch4racter originally established and comnton tv the subdivision. ' The kinished tloos . space for all homes constzucted, except those Ezonting on 8 Ave., : sh411 be not less t'.haii 200 squarq fcet for a one 'stoxy home, nvC j les; tban 1350 square feet for a two story home, 1{ 350 square geet ' mi:Pi,ZM finished oa ~ the ugper three levels of a mubtilevel home, ; nnd • 1, 000 square Peet on the main level. of a spli t entry style ~ Ziome. As used in these Covenants "finished floor space" does not include qaraqe `spaci or the basement, whefi.her fini5hed vr . ~ unfi.r;ished. A11 homes shal.l have a minimum of a two car attached ~ i 9'aroqe. i , ~ , ; . . . . - . • • ~ . . . ~ J.:4. SpeaaL ' Suil.dinq 5tar:dards for Itesidences Frontiingr on 8th 'Ave.ntsa. ' Any home buift' on a lot w2iich tronrs eC#I Avenue are ~ suJ33eCt to mze 4tzi~4e~t ~zchitpctural' standards in order to eps uie camP4t1bility r~it11 . the qxi3tinq ' nefg4bOF-h4od to thq north ~ ad w~~~1]. ;iert ~ t#e f01104}~}c,~ m~p st.!?pdard$ ii ' . ~ . - - , 4, onc stor..e boes . shall •have 'a ;miniun shed ~loor aren . _ r of.. i; xOQ squrg 'f~~t. ~ ~ ~ ~ haa~s ~~hall *hoYe ~ ~ai,l. o~ 1~50 squa~e fe~ utn f xn~.ahed Ploor area ptory t with~, . . main f oor ' f ia~.shed floor ar~a . . ~ ~ . . ~ oP 809 square-gyet. ► : ' . . ~ . . ~ - ~ 'c, x ;=ltilevel ~ houLe sho.1-1 hava a . :minimuum ~ fi.uished floor 9 , , • ` ~ . : . i i • . ' . . . ! ~ ~ . ,j, ~ ` • ~ . ~ • . i ~,L ~ i . • . ; ' • , . ~ ~ • - • ~ti•~. ~ . ' ~ „ ' ' ~ s ' ~ . ' ~ V • • , 1 ~ • ~ ~ ~ ~ . ~ i ' ii ~ ' 1 • . . ~y : ( 1 ~ ~ I~ ~ ~ ' , ' ~ ~ , ~ / • t • I ' , ~ 5t~;'a, r~ ' I . ' • ; " . • ~ • . ' . ~ • ~ ' ' ~ ( r,,:'i'' • ' ~ . . , • • ' 1, . • ' ' . , ~ ' • • • 1 1 , . • I , • I , ~•t, '~~'-~~~'1.~ S ~ . ~1'~ • : . . • . ~ , ' . . , ~~;1,'~ ~ ~r••,: ~ , OTO0 'z)III 'luamaoteeaQ Orqga o69t9Z6602 gv3 V9:ZT 00/90/TT NOV-08-2080 13:46 509 328 8224 94% P.10 _ 11/08/2000 14:46 FA% 509 328 8224 Taylor Engineering Inc IA011t022 [8SZ9 OH X2I/XZZ 6fi=ZY tiM 800Z/80/TT I liil~~ ltlll Il~~~ ilt~l l1111! 1!!!I IIl1tt 111 ~~lll~ I~t lll~ ~l ~Of t~ ot:: ; ~ - . . trUMtmp Tcn r ltc rn rm Ias.m W,ti . ~ - • t ar f 1450 s~~ ~ A~r. €eVt vn th upPer th,r Q l+~v~l$ ! ~ • ' - . . . ~ . - ~ , d. split~Pntry ho~op~es• s all have ~ mi% 'i=ucua~ fitt~.s#~Qd f1oq:~ ate~',;-ot' 1, 250 squ,~re~ feet ~ : 1 ~ , ' i ' ~ . . ~ • - shall have ba4onents ~ ; ~ ; . ; , , ~ . + ' . ~ •f . Ko~~s ~ sh~all bsve ~ double' wpll cqnstrvctioa apd lap sidinq (or'~ ~idinq ot. ecrutal or k~ette~ a~yality)' qn all f~Qu~c elevdtions. Griddeq windcsws sha11 he used an thpi front elrlvatiot). propt y4zd ,landscapinq and automatic irrigation aystera ; . must', be insta~led pri4r to oCCUpancy, or a.s ~,oop therea;ter as 1. we~t~er pes~its . Landsca'inc~ sha.~1 fncZud~ thro c~99tduous street : Creg~ plant4d ~ ~b2tWqea t.tie eurb~ 4nr! the ~idew4l.k. Th~:se street - - , , ghall b~ g~t of . a~co~on l~suiscape pl~ .~pr the goutt~ slde 4nd the street troes shall ~ Oavq a ti~ttnk size of not oi ~ 4th Avt= less*than 2 #Fhes and shali be not lpss than Q feet In height. • ~ ~ • h. No buildinq $hsll bq ~,ocatftd nearer , thap. 35 foefi ~frorn , - th~ Wnt lgt ~iri~ on Qth , Avenue, • , ~ ~ ; , . ~ , • • ; , S. Bsildirut Ix=tion. No buildinq qhall" oe: lac,ted on anY . . , ~ . . . . lat, ~-~iJ:a ;'the`' front line or aQarer to t2iq, oide *treet than a . mi ~n.imum buildi4tq setback line shortn op the r~cordect plat: In aay evant, *no btuldinq sha.11 be located on any lot=.ne;Lror than 25 feet - frota the front, lin@ or aearer thati :10 fq~t lxo~~ any side street lot . j~ line, Provid~d• However, sio buiZdi.i=q ~.ocatqd an: 8th Avenue 'shall be locat~cl u~arer: than 35 feet from ~e tront lo~.T`Yne. - No buildinq , shall : be ~located neato'r than five feet f.rom an inCCr3or lot line. For the purposes of this covenar;t, eaves, steps, %nd open porChes shall • not k* considered , as . part of , the buildinq, however, this sball mot be coqstrued to peYmit any portion vf abuild i ug on a lot to eic=oach upoa anothez lot _ Ho tront yard f8ncinq shall, be pe z m itted. Fg~} c: ing sha l l noC : Qxtond closex to* t#e Prant street . tha~ `'the frapt eleQation ot ~e home. • ~ ; • : . • , . . j . ~ 16. Eas c~ts. Fasr.njents for • the installation and • . ~ ~ ~ maintonance outilities and drai"ge faCilities are reserv'sd as ' showxi , on the s~et;otded plat_ Within t.he9e oasemerits, no structure, plan~~ic~ or Qthq.r~ m4terial sI~all be placqd ~or pe~f.tted to reraain whxcn'tpay ~ge or i~ nCerferp, with tbe fn'stall.ation and iaairtQ~nce . 1. ~ r of i~~~.litiies;~ or which may chanqe the direction of ~Elow of drainaqe cha!nqls in' the e3semeats4 The easement area oF each lot and all . ~ lmyroqgtaent:s iu it sjiall be maintained eontinuously by the owmer of _ the lqt, excppt gor thase improvements f or which a publir auzhority . ~ ot utility cpmapany is zeoppnsible ~ ' . i " . . , ~ • . ' ' > ~ ~17. Stosirn Water ~ ;Dizposal systent. ~ ?hQ project shali be ' • ~ , ~ ' ~ serv#ed by ' a'storwwater dY.sposai'*yscesn coasisting of the, street . guttgr lipes coacrote ciubs an+d curb~ drops, ~ grass#d pereolation --M; , anct. ; q tiorat r~ter ~qtpqt~on 4reas, and dr~w~lls . ` .All components of ~ • ' ; l ' thq-qCorrn wate~ dispos 'al. systeto sh411 be canstx-u4cted' ,aad mAiatained • . ~ in. coMlia=C with thq...sta~ndards kane Couaty. ' EaGh lot owner , ' , • ' ; , . ! • ~ ' • 2Q • : ' • . ~ ; . '~r• r.• , ` . . . ' • • ; • . ' ' , 1 ' ' • • • '~,;,•.1' 1 , •~i• , • •1 • - ' • , ~ ' 1 . ~5;~~ . • . . ~ • ~ , . . ~ . ~ ' • ~•r~~: 'i ~ . ~ j ~ I• ~ .r , r~. . . ~ • . • , ~ r I • ~ ~t ~0}~ ~ i ~ ~ ' , ~ • ~ . . . . . ~ • . - . . . ' . .~~~t-~ 1~ r~. ..1'.: 'j :r• ~ t - ~ . ~ : • - ! . ~ ~ . . ~q• ti ~ , ~ l , • • . ~ ' • . . . ~••~1+~~ J ; ' . r, ' ' 1 , • ' • ~ a ; ' . ` ' . _ , l .'l' 1, , . ~ ~ .i ~ ~ 1 . . . ' ♦ ~ ~ ~1~ , ~ ~ • ' ( ~ • • . . • . . ~ ~ . ~ . • ; r ' ~.1~ , ~ ~ ' . ~ . • . 1 ' ' ' ~t~. 1• . ' ' ' • f • • ' - TTO~ •aui ' Zu0640TedaQ aqsQ 089M660S YvA MtT 00/80iTT NOU--08-2000 13:46 509 328 8224 94% P.11 11/08/2000 19:47 FAX 509 328 8224 Taylor Engineering tnc 0012/022 . ' IgSZ9 OH YtI/Y.LI WZY QSM 044Z/80/I1 11Ull1 1u1 !l1l1 tUll qllti IL!!1 Ulill oI 11l1l! Uf a11 W110119S . . M"_n" nn r tr.Mrn rnv ~ :i t , • • • , . :i j~lr e sball' be responsible for . the proper maintewce ~ of qrassed ~ . p. Fq~o~.ation ar'eas fallinq ~ oarean his tha~ lot ~ inc.~.uding thaC Partiors of the cRTtt Cflunty ~ a d . ~retenti.~o# ' . , t4j19 , 94 ~ ► ~dia Q ~rc~gl.ation. ~ Ro~c,~ ' ,t~ghC Q. i *t'ay. pe.r te7n~3~cs2}'all ~si~tain~tc~ ~he ~ita3.ninq the -..1 ~ azp~ ~,yJithr aXive cc~ver of regulai~,Y clut 9T4ss. p iz ' rac#iired ssh~pe ahd botto~ e4.~Yatians as diinr appxoved ; p~,,a~s fil9 wit3~ ihe .3pokar~e Cot~ttzty Eng~,nqefi r' ~ ia~intai~irq . : . : ; : . • clgc all attendAnt cuarb 4rioPs. Spor.a~~ Cqµ~Cy shali. have th~ . r ' rigo~ ta iao~itor : the operatiots 4nd m~ai~~qn~ce of the atoz~t wa~ter di- s~e4al syst~µ. Th~ coui~tY, andlor S.t~j aq~tZt 14ve the r1c~~t to ~~.r~or~a su~ch operat,ioa a►n,d maI~t~nance 'All costis agenr- s44l b~ reiabursed inc}t~xed by tY}~ SpakapP CountY a~}dlox }t~. bx.. t,he lot oif+uer. 14 orc~er for 'Spokane Cqunty: to perform in this . d`eqrepq over all ; capa+city, it shall hav. e' the riqbt of inqxess easqzwnts set : dSid@ for StornL water disgosal'. ; • • . ~ ~ . ~ . ~ ~ • ~ ~r,i , ~ . Ntiisancgs. No noxious or ofgensivm 'act~vity (~cluding ~ . ' . but. 'riot limi~`ec'"`to tne repair Iof ~tqx oet}1clies} ;l]: b$ c4rrisd , ou, .'i.n or ugori any lot, D~piling Li'nit or Ch~ ,Coima+on. ~reo, nor shall ~ a~}ything be 4one therein whic~ ~ay be or ~camv ~ ~n ui~ceasonabie . ~ • ~ ~ aano ce or a nuisaacQ co any other ownfr. The Baard of Directors I sha~l h~av~e the sigb~ 'to detEZ~.ine in accordance wiCh t~1o Sy-Laws iP -q , any:, ~qise, ador, ' inCQrfqrence o,,p ac~ivity rodpcix~q Such noise. odQr . pz~ ir~t~rfe ,re~ce cor}stitutQS a ;}ui9ancs • No. lot or DweZlfne uztlt"owner Qr;~ te~n4nt/e~uest. theteo! - shall be. ~4llov~-d to store any zt, ~ boat; : unused vehicle, C~er, trailer or the. ltke anywhore on tha . . ~ loi:' Qr comtoor~ a.roqs, except wiChiri the D"lling U4t qaraqe, for more thars 48 bours.• If storaqq i: ,.,to . be fox ~ mo~'¢' t~ 48 hours, sa}ci itemS s#~L~. be jtQred in Che' b~ck oz' side raFds, sC`xeened fxo=a view frc~n ~uy st~eet a~id so 'thaC ' uo prop~rty qwnez' s view , , impr~ired or adversely aPfected. Parking fpr pas;emqer vehicles, are ta be in each . Dwellinq 'iJn*4.t' s g4raqa or driveway or in f ront oF ~ . ~ ~ each. Dwelling 'IInit on the stireet: .:F~, ' ' ~ ~ • ' . ~ • ' - ~ 9. T St~'uetures. No s truCture of • a ,temporaty . . . ' ' ~ , t ier' ba~Cemntt . tent, st}ack, qar4ge, k~arr~, . or other . I;~ er ' " , ac . . ~ ; outb4lding *hall be used on 4nx -loG at any time • as a re.sidence . ~ e.it##r temgorarily or permanentiy. ; . • ; ~ ' No ~ an ~ls livestock, or 1 - • 10. Livestio~Jc and Poul , : . pottl~ry of 'a=~y ~.nd; sba~~. be ra sed, . klred or kept ort any lot, ex~g chat',' aags, r~ts, . or other, houqehold pets may be k e~ pt piro9Tdqd tha~: they ~e - not kept~ , bred, ~ or maiatained for any ° ~ COMg;7cia.1. u406. :i 11 • Gaxtia9'e ~ and ' Ret'vse ` Dinposal. No . rubbish, tr4sh or ga;o'~q~ vr~otht.r ar~ste mate~ial shall' be kept or* ptru~itted uPon any : loC,~~,.Dwelliiiq 1 ~Ur4t ar; ~C~e~o. . exCapti in sanitary contaiacier3 locatqd in aPproPriate a;vas scr ed ;nd corzcealed from view~ and . . . . ~ . . ; . , . ' ~ ' ~ ' ' . . . , , , ~ . ' - ~ ' ' ~ i . ~ ~tir ~~e ! ' i ~ . . • ' ' ' ' ~ . ' ::i~f, . • ' • . , '4 ~ ' • . ' ~ . i • ~ ! ,1., ~ • . . ~ . • . I~ ' . ~ ' ~ ~ . ti: •,J ~ . ; `~I';~ . ' ' ~ ~ ! . , • • ► ~ , , . ' . , • ~ • • . ' ~i '~•J • ' ' ~ • , . ~ • •~1 ~ ' ~ . ~!t1,~~' ~ , • ~ • ' • ' , ' , ' ' - -P•~.~7': ~tif'={ ' . . ~ : • . . . ~ • . i'i:• I.:;+IaA ~ ~ • • . ; • . , . . . , ~ . ~Y~~ i . . ~ . 1 ~ • , . ♦ , ~ ' _ . - .'1,: 1~.5.: ~ • t~ . s ~l ~'r . • . ~ ~ ' ~ • ~ . ZTO~! -~IIY 'XuaMaotaeaQ mqeQ 068t8t68oS Yva tS :ZT 00/80/TT NOU-08-2000 13=47 509 328 8224 93% P.12 11/V8/LUUU 14:47 FAX 509 328 8224 . . Taylor_Engineering Inc • . 16013/022 [ B9Z9 0N YZI/X.LI 6V:ZT Q3M 0004/80/YY I 11lIf1 il10 itljl tlatj W!u tIau wMtu IjIZA, Iu uA, ri, too r+a rnV rx m c•.ta. r.. n + ~ • . ' ' . • ~ t • ~ • , ~ ; , ~ be pOXMitted ta arise therefroI4, s0 : a~ to r,enc3er the pperties, r o:F OnY porr4on . thereof, unsax~~~$~y, - tisisightlK. . a si~ ~ dr ~tzim~tal Q~~x ProP~~'~Y; 'jicinitj~, . q~;eof or tq itis occupaAts. St~ cor} ~ainer~ ~ha~.~ h~ ~xgosed to • tho view o~ neighbdrinq lots or Dwel,liaq t1~its' on1.y wheri 9et outi ~or a rea*Q~b le pg r i o d o E t i me (no t to excee d tT~ 1' ve (i2) h ours) b~fore e and ; after sdheduled ttash coliection #ours Additiiona2ly, firewood~ ty~e material's of ,aay kind ghal~, be stored wit2~in the f- , . Dy,iellinq tlait, gara~~ or* behinc~ . the qaraqe, and pot in vies+ of th~ . pu~lic. rr ~ ~ • 12 . I.asydscapiru,~ and ~ncinq. N,~o lot sba~.l ~ b~ ocCupiQd for i sidential, $urposeg wnl.ess -the' Huildi3jg COn~;4~Ctqr #~.as ' i~stalled r . . ~ ~ ~ ~ . . or provi di~d €c~~-, as soon as ~~s, reaso~#biy ; pp461bIQ toereakt~r • ftpnt yar;t ilandscapinq Hith S=ass, ~sp in~e?rs' ~.d' s2i`~ub~ comwn to th~ area. qads~aped area~ sh~Zl bq'cjtl~ tlY ?p,~iX3 . ~ ~nditio~ co~s~.$t~~' vith tl~e ~b~~.a~t~4e ot - t#q P?ot • ~ ExcgAt ~ ioi t~ie . lmore str~~qe~t sta.t~.dard ~et ' Po~ t#e . houses, alanq. . 4[~} 1Avepue a1.1 , ancL,sGaA q4ha~ll. b~ ~cr~m~li 9hed'. wi thin t~►elWiZ 1mcntbA from the ~ 4te of cn~letioa of the residencO. A11;,~'494 ha}q*ng 4 , 9 zdarY Wi;th aaY qf thf. feQn ~aic~ ZQ t 'q, ~ ~aid camaron • , ' ( ; . ; b,gu~dar~.es a ~~i~a ot five. ~5feqc hiqh :aar~rials co be a~pr~aved wr3tu~g ~y the Archf Cectuacal Coot.~l Coa~t~ee prior to , ~ ~stall.at~on oP the faiacin . An ~ failure ot ~ lot owner p y . Kir,ti this paraqraph shall~subj~ct said vMrtier to the enforcement p~rovisions 4Qt'fort4 in pa ,Zagrapb x5 below_ . 13 . - '1'ia~a ~ ~ • • ~ of Corn~aletion. ' ' .Any dweJ.l inq ; ~cir 4tx~ti+~ture erected ~ . Qr ~ 1 ace4 ~oa' anY 'Ia t ' ~.n the r ,TOit= ~ CREEK ~e2oP%~t sh '~'e all b+~ ~ c~pleteci . s.n @xt"l •qppeara~ce, facludinq: f inishec3 painting, ~ witbiti e~.4bt (e a.,mo#ths "f ror~ 'the da t e;', o t ~ cogaencetasAt of ~ c oP, strucaon, p~-o v~-~ led;~ er, r that Sua pisr i od tor c o m p l et i ort ~ be ext dsd ~giciently to `.Compen9ate for ~ ~av~oidable delays ~ ed by ~.~~a. ctaQ o f God st-.rikes, CmbBr es • i xur s e , c s , t . . . , . ~ • $Q @ , 4t'd TS 4 ~ . • • c~v~zzu~en~~l ~ ~µt~ori~ie~, o r any other 3,nteiruptiane beyond the ~ • ~ ; c~ntrol af ~ t~waer. . - ~ . ~ ~ : • . : . : ~ . : 1 ~ i N • . , j~ ' , ' , • ! . . . ' ; , ' . i + 14. ~ 8ig= ' ar4 Eat.zy Sxatement. ~ No slqn oZ any )cind s4a3.l be • ' +.sP.aYed " rhe , R~*lic "'viqw an'•rany lot e=ept ~ one protessivnal it TLqt mea?ce t*n tivq ~ $qu~re fqet 4d.u~rtising r.he property . • . durinq t2iq isa,ie or' s - e a t , or `4 iqi}~s utsed by ~Che ~build~rrs or Aealtar ~Q adverti~. ose the prope~y duzing t~ie developniqnt and sales v~' thE ~ imprvved ~ v~tea ~.ots and hom+es, ~ The Developer as3d. r.rie ~ tr ~P~, ' A,rchitiectux;l Control Comaa.ittee ,$I~all have the disctetion to place. ~TRTLE c.K suba}v~;~~.o~ qnzry 3t4temenC on any. 4:r the lots that • " - ~.9~ grott~0qe a~ either Barker Raad or " Sth Aqe;%ue. . ?'he area arownd t4 o ~iqns a#~all ~ ~.Ondgca~d arsd ma~i.ntai;ied Oy ~ ~e owaers of these ~ ~ ~ . . . i ~ . ~ ~'PeaifiC lots iA a ~aa~a+er uat +obstructinq the identity aY the ~ ••h . ' ' •y ~ , ' ' ~ • • : ~ • ~ ~ ;.~~ir:, ~ . . • . . : , ~ . , ~ • ~ • - . ~ ~ `.,.L~~~,~ ( • ~1 r , ~ . , : . , . r v , • • . { J.~~tp~.1~. 4 ' . • . ~I • + •.r.- 1. . ~1 . • ' -4~• `.1 • i ~ ~ ~ ~ ~ . ~ .1.11 ~ . . • { • ~ . . • • ~ ~ S, ~ • i~~'• , L ~ ~Y~~~~J• • . ~ ~ • ' ~ ~ ~ . .1 •1~~ 1 • ~ . ~ ~ , ~ , ~ ~ ~ ~ • . ~ . . . . 1 !t ~'•~r~h ~ ' •4~ . ~ v'~ ' j i i • ' ~ ~ ' i rR ii •,r ' • , . . ~ 1 , • , , • ~ ~ ' • . ~ . ~ . • , . 1~ : ! , f' ~ . • ~ i ~i • ~ : ~ ~Itiur ' ~ • - . ' . , ; . , ~ .l 1 ~ • _ ' .j•.•; • ~ ~ ~ 1fr;~~ , • • 'f, ~ • • ' ~ • • ~ • . . , ~ • ' • • , rV, 1 •i: • ' ~ ~ ~ • i ' • • ~ , ~::~ti~~~.'~ . ► . ; , , ~ , . ~ , . . . . ~ . •y' • ' . ~ • • . ~ ~ , . ' a • ' ~ • : ~ ~ ~ ~ , • . , • . . , ~ . ° : ETOM '~~I '3IIa~doY~aaQ ~Q 068V996605 YYd fS:zT 00/$Oitt NOV-08-2008 13:48 509 328 8224 • 93i P.13 11/08/2000 14:48 FA% 509 328 8224 Taylor En6lneering Inc 00014/022 I85Z8 OK XH/YZ) WZI Qam 00OZ/90/TI 1111111 iUU lltllliial uclll Ilfft Il~ili t#~u i~l It~l ~1~ut~~ ~ Tau~n~ Ittl i 1iFt M 'IYW t'G nn c,~~.. r, ei . . - . • : • , . : . . ~ . • • ; . • , iot oWmers in~ TURT'LE ~ CRM . 9ha11 maintain o:r restore . ~ si _g.4. Thq th~ QYZtiy $tateaa~ti iAC~.ud~ ~Ch M41 teriBriC~ ~ pr rRStoration . . ' ~l. d" g+~ ue~~sa~y.' or appropriate ~r amaj ora.ty Q f the lot 'owrlers, j: I ~hereby St~all be p;orated equ~tll,y amoag all ~ e co.~, ~ , • ~ : . ; : rre l o t *o.. w n e r s a n4 p a id w t h i A thirt y (30) ~ y g og the lot or+~npxs beiaq net#ied of such prorat:qd 4mount as an assessment relating to the suLvision , i ~.15. Lots~ to ba K~~,t in ~'~ood ReLa.ir - Creation of Lien. Each ~ • ' : ' i ~ ovplqg 32xa1Y .kfe~ drl larTQ~ncied by' qi4 ot her. '#nd' 'a11 ~~ov~~nts • - ' : - i~ ' good ' ordqg and repai;f. includ#,~c~, Liu~ ,~ot~. li~.~ttec~ to •`:~t th~ seediaq, ; waterixu3 a?r~d ~ao~!s?#Q .of:~ all •l. ~1~?s. toe p~iAq and ce}t0:4g qf r'all Crees ~and s?irub00~, and~, tP*ijtt4=q ~ (or other apprc~priata exteinal carc) . of 411 builcl~~er}c~$, ~nd other , ~ , ; : - ~ ~ iaipf~v~atent$, all. i~ a man n~r : a` , w'..fi.h OuCh fr~~u~~cy aa . is • . : ca~istent Mit4 gcacd prapqtrtY pipagAeqt r f;I* . in th~ ~tectural CQntrol 'Commir~ee, - anY ol.~~r ~ f~il~ • ; ~o portos~a► tho : • , . du4~4 .s i~v~sgd by tih"e covqnattt,~• '~fter f. ~.Ft~e.~ 1• dayR~ writt~ aott.ce tq thp owner to r~i~nedy ' thqa cor1ditioa° in .quOtiou, t#e Cammittee shb#v~ the =iqht. Ch.rouch it~,~,~ aqe~tt.s~ , snd lpipployees, ~ ~ ; ~ ~ ~ . ~ • t4 P'nter Upoi}, C.hp, lot iii questioa, ipnd - rA A4,~ta~r xemov,4; t s,4 ~ repaitit and re4 tor~ thi~ ;ot or *ur.~?-' nt.s . apc~ tba ► ; • , c~ . the ea'r 11 be a biAdia , erscrsal ob~.iq ~is~~y of such owner , •~i. , os~ , ~ . ~ . ~ R - ~ ~ . . ag .~~11 ~ ao a li~u (gnforceable 41 : fibs g$me-,.matus~~ , ,3s a . moi~tgaqey . , r - . . ; upotV: tbe ~ 1oC R.a que;tio;l plus - intp~ast q~ -8isounts ' duQ all cos[s eXP~~d and z~eq~cpa~ble~ qtronneys ~ees ~ncurrec~ in: ~t~}e entvrcement . ~ . aCtic~ ta*ea: ~ . . . , . ~ . . ~ . - , . ~ . - ' , ~ ^ . . . . . . , • • • ' ~ • '1'he 1 i en ~ , ~ • ~ . `16. Ha~ ' Fid~e pdrrj~er IZot ! R~esqonsible 'for Li~en.~ ' • ; ' - pro d ia Se~r'tion 1~ `hgt~e°9 4a~l r~ot ]'ie "va~.ig!' • aqa~t a bona. gt4 p ~~p(oz bo.t~ :Eidq ~imQrtgaqe~~ : of 1.A . question~ ~ unl~~s a sui~ ;tQ ~a~fo~c~i qaid ~ie~ ,~hall t~ave beer~ fxlqd i~ a court ' the lastd Spa~g Cous►ty prior to thQ recorda~fon anyang . • ~ ~ : l pf ~ t0 d.~ed . iar Wrt~3~9e~ conveyiz%q the ~ . r~cct;¢~ of t,S~`~ae Cot t~ que '~~ion to su~t} p9z~as~ ,(or sy, b j eetirig ' Che saiae to such o~ ',•i . . . ~ ~ mC7~t~t~t'3.,gg? . ~ • i ~ . • . : _ - . • , '..i , . ~ I • \1 . ♦ • 1 • .I . A:.:17. ' Title tv eoimmn Area. D'eelar4at he;~bY transrers and • . . ~ ~ . con~Xs all ' iriqht; ` titl~" ~ intes^p~t in and to al~. co~vn area - { N4t*ve. Grorv~h `Protect,fa~ . lZalsomentq . ;('"K~V"} ot ~irtle Creek to t~e Turtlo, Cxee* ~io~owugrs As~ec5~atson, a- tvop-proEit corpor ati.oa, .j ' * ~ i~clu in aEter acqu.irett title * Y?eGlarant mzY acquire frie arid c~. . ¢ • o ~x • sid ' , all'' oncumpr~ecS and lien.i, Sub j qct t4 ~ ~ • i ~ re~~~Xatfons~~ ~..asgmeAts# cav~nants, and coadirioas the~n o~ rQCOrd, . . . t.~ ~ 3siCl~q thos~ set gorth f.i~ this - De~l~ation to be• r~cord~d. said fnrther: sold, ; conveygc# , or transferred by the Assc~f.atio~ ~4Rd are. :j%gxeby 3.ntqMdgd to, h~ve no taxable : value for . ~ PrqP~Y tac p}~~q4js ~ ~ . . , • ~ , ~ ~ . ~ ~ ~ ; . : ~ ' ~ • ~ . - ; ;++~,i'z ~ ~ • • • . , ~ ' ~ • • • ' ~ , - . ~ I ' 13• . ' • ' : , • ~~f • ' , ~ , ~ , i' ~ . • ' ' ' • ' • . • ~ t , / i~ ; , . 1 ~ • , . I ~ ~ ~ . - • ' ~ ;1~l~~'~: • , . ' ' • . - ' ~ ' . ~ ~ • i ' ~ ' • ~ • ' ~ . ' ~ . . . . , ; '~,.!'~i~ . . C.. • : ~ ~ ~ ' ' ~ ' ' ' ~ , ' ~ • ' ~ ~ ~ . : a• ~ ~ 4, ' ~ ~ • ~ : • 1 ~ l : • • ~ , ' • ( ~ 1 ' 1^ ! ' . , ~ • ~ ' ~ ~ ~ • ~ ' ' • . ~ 3 :~•-vw«~. ~ ~ • : . . ~ , . . •,:y~, ;j..•~r • • , . , . , . • : . . , , ~ ~i'. . ~ • ~ • . , y ' +~~~~.l) ~ ' • ~ ~ . ~ . ~ . ' -aui •2II30dojaeaQ mqvQ 469t9Z8809 YVd tS:ZT 00i80/TT NOV-08-2000 13:49 509 328 6224 94% P.14 11/08/2000 14:49 FA%.509 328 8224 Taylar Engineering Inc 0015/022 . . I SSZB ON YH/Y.L] WZT QM 000Z/80/tY ~ . i uaw iua suu tulj inin U111 }i!/!t Ill L!Ul111I U11 w11UI1YA 97:4. raWaaTrrul zrn c tNc rn rnv cv4 nn a.t:M CA n , 18. ~ Anneratian, Additiona; parcels oP rqtal _proPertY ;aa be ~ ~ , • i~~ ; . . ~YP~?ced to 1:4e ProperLieS and "become,subj ect to, this Declarati by' . ~ . ~ ~ ; . ~i .o~c og th4- fol2oFrinc~ ~methoc~s : . - . . , . . ~ • ~ . , . ; ~ ~ . . . . . , • ~ • . . . . . . . . ~ . . - ' 4. ,~u~~~tio~ Pursuant by Grar~tor . ' At any - tiaae the : - Dev9lapment •-Period st"l ex.ists - . Declararit may,*' ixi its sole • dis.r.ret„ion~ ~`41psi qAate an y ad joiniri g pro pert y to be annexed to and ~ bacv~a~ a pa:rt; of' the . Properties, subJ ect to tllis Declaratioa, and ~ , . subject to t3~e jurxsd.ictioa of the Association, without the assent o f . : the .Associat4on or its members, on condi tion * that : ~ . ' . • , ~ ' . . . . . : • 1! An a~nexation ursuant t this Sub ara a + Y . p A . P_. ~ ph sna12 . 4e made prior to Qxpi,xatgon og che Dvvelopment Period. . r Z. A Decl,aration og Annexation shal; be raeorded by . ~ DQcla;:n.pt or its Cransfetees ~or assiqns tand by the awneroof. ' thp an4ig?sec~ parce~., i~ other rAaii D~c~.ararit; coverinq th~ ' . . . ~ ~ applicable ~artYO~ of tbe propertY tq be annexed. Said ~ Declaration sh.all 3.4corporatq Chis DgGlaratiao by reference and m ay r o n t'li u s u c h comp lepe~ tary a d d i t=ns 4n d ;mo d a f ica tions of thc c~venan~~ asyd restrictions , cont~ii~ed ' :;?i~'•~c~,aration as W y be nec~saa;y Co refl~; the di~~QZe~t. ~ • ~ ~ . ~•c?~aractqr, if anx, Af the ; adr~od property;;. or~d ,~s arr~ npt .i.ncong4$tent wi t~ ~he scherae at . this DecYar~t~.cp, 1 ~ •;.r.~ . ~ : ~ ,nexat~.o~ ~uarqU4W; to Awroy4I. - 'Upon ex0ration ot thq,-• Devqlpp;Cnt Perlod, other parcelq auay oe adde4 to the ';',•t ties with the c:vuseAt of :*qQepty=five perG~t.t , t75$f ot the ~ me~.~~s of thq Assoc}atiop. -If ~ oth~r paxc~l5 '~.re ~tdc~ed to ttte Sxqm~ieaf - 4o 1~q,rqcistion s~all , til.e rQr record a Aqclaratioa of At~t~~~4tion to ~ t2~i~ Decla~tion ' lecqally describing t~e otiher pas'CeZs as4,, stati.nc t~at the Q~hQr parcels.'are added to the P=operties and supj ~ct Co tt}f provjs*Qn9*, Qg this peclaratioti.•, . , ~ , ~ An::ex~ti.P.a oi' NOK R:394,. P.raPRa.rW ; (NeK phaSO). (Ypou , atinPxatio~; ofi ne~ r+~al P;roperty . (~c}ew pha9e) 'pursuant hereto, Che ~ q"ed P4:rc~~ ~hall CCMIR ~iect to • Chis pgclaration wf thout the _ nq~~sity of e~te~7~iit~ ~ qidual $icttons 1%ereq4. Tha ovmers of the 9' tTr~its is} ~ a ~s~.w. ~ pbase ~il~ ~auto~natica~lx Pwg1li~ bp,ccime meuibers of ~ ,4~eoc.ta;i~►n. a n d .Ih~.l be ent$t-lgct ~to al~; app~.ic~?Ip beaofit$ ~ ~,d;;~jact.,tq all' a~ap~.,}ca~ble 6spQnsibilx ties 'aasoc.iat~ witb such : . . ~ ' , ~~~ship. • :t#~ei~.i~}g , ~~t' ;~w t li~.ted- ~o, . qse anrd enjoyutent ot a21 • dpRi to NC~PE • :*"nit3os 4pd all Co=on A.tea , • - ; ; a~ ti~s i~ CIiq ~q~XY, ar;?ex~d pt~8sq ~tiall be a pa~ct at arid ~ubj ect ~ to _~aqeme~'~► bY ~he 0v~rc3. tqclara~t bevebY resp.rv~ea to itsclf, .§ucces:qor 'and riqht tof ~ind agrees tkat ~.t wi11, ,%r~t- to t~jei o~wne~§ QP . DMrellinc~ in any nsw phase, sucxi . ; aon,eXclusive we4,sementi~ :4s may be ~ nec~ssar~► to the ~+o~letion o~ the dev~lqp~aeat ota' new • pha9e asid e4nxLexatian -thereof. into the j.; • ' r . , • • r 1+ • , . . ~ , , ~ , • i t , , ' ~ ' • : ' ;i : ' , , ~ , • . . ~ . ~ ~ , ~ ' , ; ~ • ' :.~t! ~ . ~ ^ ; , ~ , • ' ~ ~ _ , . ~ n~:'• . 1 , . ~ : + e' ~ ~ ,~.i ~ • ' ' ~ ~ • ~ . ,~~~.h' • . , , . . I. - . . . ' . I • • ,;,y~r,. ' : 1 ' ~ ,'~i • I. : : , • , , ' ' » . r , , ~ .',`.''i,i ; ; • . ' • • , ' . _ ' ~ ' i . : ~i,' ~ 1l~' . ' • . . . ' . . ~ , ( . '.(,~~I~,t•~ ' ' ~ ~ ' .~1~ , , ~ ~ ~ • . ~ ~ ~ ~ . - ~ . S~. ~ . f ~f~~~ ' i . . ~ ~ ' • . ~ ' , . ' • ' _ . STOt -OuI -atzamdotaeaa mqv(l 069V9Z6805 ZY3 SS:Zt 00/80/TT NOV-08-2000 13:49 509 328 8224 94% P.15 11/08/2000 14:50 FA$ 509 328 8224 Taylor En8lneering Inc 9016i022 • ~ [BSZe uN XH/zil so:at aSes oooz/eoiTT 1 liIN11LiN ~il~t ~~~a ~u~u ~~a~ i~~~.~ u~ •.r.. . . . Y~oc:tia nte c sNC rn nw oc m CA u ir.: , : ; ' • ~ ; With~- t~ie S.nt~t of Chis AlClas8ti4A• ' Provt.d~d. Hc►q~, ~ that ~ aity ea..~eN~Rts ci ingress and eqress shall . • . - be l4'.rqited , tq ~ed~c~te. • str~ wi~n. the Propertles an.d , to Areas • . ~ ow~cted :.ar ma-d b~. Dec2araa~ ~or 't~ie Associa~ioa. ; . . . . . . GXI+IEIiAL PRMISIONS . • ~ ~ ~ ` . ' • ' 1. ; Aatiendnuant - Tes=_ ~ IIuring the Pxistence of the . Devq,~Q~a4ent P~~iod; as de9crilaQd abover * r.he ~ Declaara~t or its i a44igti~ ox tr~fQreeq~~ shal3. have the authority to unilatpra].1y this D~Zeratio¢ suCh 4 n~a~uier as De:clara~nt reasonab],y . ~ , j deegg 'ri acesqary Co . take' ir}~o account unknoun or unintwvdod taCtors, , - Prc~vicled f6weaeF, ao ' such a:aeridmen~ shall unreaeapably and • + matQ;44oliy altor t,hq gqneral concept•of this peclazation. Except as - . ' state4 . ~.maned~:4tely abcve, -thi.s Ueclargtion, aa ~y he . a~aonded, . ~ • ~ . ~ ` , ~ sh~3,l~ ~un wit4q Zand apd sUall be bindinq op a13 parties%apd al2 p~r~p~s cla}~.~g t~d~r thhem for a, periisd. of thirty years froar the ~ datg-, these covgnac~ts q~e ~ ~recerded, '~►fter w2Lich tiiaq said . covena~ts , shall 'be autoa~tic,~l2y ext4~sdad tor successiYe pexiods Qf * teriyears unlgs ~n t~aeenti ~igned by ~a moyorit of~ th~ ~.hen owners- of Che • , . ~ ' , x l. lot~ beQn' r¢carded providinq Qtherc~rise: ~1atwithstanding the ~ ~ ie Devel4~n t~ Rei.~.o d, h as ; tsxininate d, as a b q~ • prov 4s iot~.s, once t. ~ pr+oy~4pd far ;herei.n~.bcve, upon qn approvtng - aote , cf at least . . : ; : sqvqpty--five pp rcent (75$) of the lot o~exs: th~~ Dqclaratioti may bs ~~ndec~, except that auy such a~aiend~aenCy shall ' t~ot impair zhe riq~}tq of a=iy Pirst or second 14qa ~acrtqaq~ ' holdexs securitx g prios J:o the ptoposed pmepd~nt. exisW 'r `1~ . 1 . • • . 1 ~ ~.1 • . 1 W.) ~ 2: ~arcummeaa►t. ~ These' covqn4nts may 'be enfnrced by a", lot aWpefo by'~ th~ 1c~h*.tectura2 Cor~~rol ~ Committee by. proq~qc}~.t}qS at ~.at~ or - in equity. against any persoq or persons v044nq or- ott~t.inq to • vial~t0;-• @~iy- covenaqt ; e~l~hez to rQsCrain . . : . . . ~ . v14~ ~~on ~q~ da~$g" . The:Covenants }c~t establish ` fi~~~~u~~l` ~~ap .~c~c# 4Qx th~. ca14ng 6t~ '~lvenue~ ~y a~lso be . . E 1".-4~~~ ~sociatiion. rTi 4p actiion to ~?ERVq@d by ~v - V ~ Ag tbis aqr~aent, thg pr~vailing pa~Cty shal4. • prqvi@*ori • be , , ~t~. ~1.~d ' z@c~o~~ ' *l.l ' COt~tt , , i~OS t~ i~curred . toc~e thPr ki.th - . . ~ , y, ~ ~ . r°e ,a#pV,4bl e 4tto~}e~~t . ,f' ; l%• j.:, ~ . ' , . . ' ~ • ' .'i ' , . , , . ~ 1~ ~ . i , . . . , , : . . 41 :ed ~44 of 1996. ' . . ~ ~J~, ; : ' ~ ~ , , 1 ; . , • . . , . ~ •.:~,j~!;~ ; . ~ • ~ ~ ' ' ~ ' • . • , ; - . • ~ ~ ' ' . ~ ' I i ~~g ~ i . , • , , 1':d; • . , ~ . . ~ ~ : . ~ , • : ~,~~~5~ lcp~r , , , . ~ ~ + ' , . ~ , ~ ~ : .~i. ~ ~ ~j . • 1 ~ ~ ' • ~ ~ ~ ~ / ~ • •~w r , _ , ~ E ~ ~ i. ~ . ~ - ~ T , • • . . ' I~~~ , , : • • . . ~ • . , • ' . , ' - ~ • • ' • ' y,.1'~~~~s~ , • CH ~ ~ . t • g~ , • . • • • v • . . ' :a:; ~ - . • } ~ • • : • . , 15 ~ , • . . . , . ' ' i ~ f • • ~ a , . ; • ~ • ~ . . , t , ' ( °I ~ ~ r : • • , + ; . ~~r~~~. j ~ ~ + . ~ : 1 • , . ~ . ~ ; . . . ' . ; ~,~~',r~C , . ~ ~ : : e i ` , . . , , . . ~ : ; . ~ , ja ~ ~ ~ : . ~ ~ ~ ~ ,~~1~~'Lg~~; ' .~',•j• • . ~ :~~.?~r~.~.s • ~,r: ' r. , , . . , , t.• ~ ~1~ I y I ' ' • ~ • , 1 ' . ~ 1 , • • : • ' ~•v e1 . ! ~ ~ ~ . • ~ i~~ l ~ j i: ~ r ' . • ! . . . . ~ ~ ~ ~ ~ ~ ~ e ~ 5 •i~ . ~ , i, ~ ~ 'j'. i,~ , ` . . , • ~J1• y~ • • ~ • i . • - ' • ~i: ~ 17.V . • •.r~ ~ ~ • . . • . 1. I 1'•••l~~ . •r:~~li•'~~ , ~ ~ • ~ . ~ • ' • . . ~1 ti~ • , ~ 1 ' ~ ~ • . • ~ . • ' . / • ~ • ~ • ~ ~J~~t.~ ~ • ' i ~ ' ~ , • ' . ~ . . ~ ~ 1 ~ ~ ♦ ~ ~ • ~ • ( 1' ' : . ~ ~ •A^ ' ; ~I . . . ~ i . ~ • ' ' , • ~ ~ • • ' • i • . . . ~ , • • ~ . 9t0~ 'OnI '2u9ma0T6a9Q zqvQ 060938809 YY3 SS:ZT 00/80/TT NOV-08-2000 13:50 509 328 8224 94% P.16 11/08/2000 14:50 FA% 509 328 8224 Taylor En_„g~_neerin8 Inc QhJ017/022 • - tL8T9 ON X21/YZ) LZ=ST Ixj OOOZ/EO/TT Qjo02 11/02/00 TgU 16:56 Feb 808 92",,~03 SPSRLIPI6 DeLCB ~ r i WHEN RECaRDm TO: SRIAN C. BALCH ~ sPERLiNG AND RALCH E.12211 sROADwAY #3 SPOKANE, WA 99206 • Rcfieraooce # (if amucable): Cmntom(a): (1) Mlnm Develapnn~ I= _ C7) _ Greatee(s): (1) _ C2) Addidonal Crrantvr(s) oa pg. A.dAtioual Cnaafte(s) on pg. LegaZ besariptivu (abbreviated): _ A,cidinonal l.egai(s) an page - Asssesar's Taoc Parcei IDg PRJ[vATE RoAnwAY NLAINTENANCE aaREEMWrrr This Private R+oadway Maiateamnoa Agm-emeut is mad.e tbis dsy ofNovambeor 2000 by L)ahnz Dcvelopment, Inc.e aWasWugwn cozporatian, aa "Grartor." 1. Gramor 'ss the Ownc3r of rcad p:roputy lvcated in spnkane Comty, Wsshingtn, tegally desssibed on EAu'bit "A" hcrctoo, and Iwwa as TurriG Creck Tbird Adr3ition. Said real . p r o p e t t y is rtfcnrcd to bclaw as the "Seucited Propesty." 2. Cmantvr htrcby bimds thc respmos#ve owaers of eaGh tac peroel exasfmg or hcseafter created witliin tbLa Beaaefit+ed Psope9cty to sbare in tsmvanable costs and ebarges for thc mainteamncc, sepair, replaceueat, roconstnictioa and cl[earing, as the same uiay be neccwary in coi,necti,oT with tbe private =ad shown on the raoorded plat as Twetle Creclc Lane. and all reesoneble auaillaty swu.~utes thereto. The owuer uf esch such tzc patcel shall bear an cqval slmre of ali of such costs and chargcs. 3. e,khaU inciude adl remanabh► neoess$ry eosts and charges t'or cieaning, tesvaf~ciu~ paochia,B, saadiiag, gmv°linSr ~t r=dvin$ snow, st1d 9nmil$r ibm.s cuaftrnary far tha mlaintmance of a roadwa.y and its sncffiary sttUctues. 4. Ewapt expensa required bY anY Public suthorfity. all OWnexs of aqy of the pacCls vvitb►iu tAe Beaeflwd Prvperly which shlne in ey*waaes ss staocd abm+oe silall be coasulud prior to ,g, •anI 01aaecd0j9aeQ eVd 068t8Z8609 Yv3 4"T 00/LO/ZT NOU-08-2000 13=51 509 328 8224 94X P.17 11/08/2000 14:51 FA% 509 328 8224 TaYlor En8lneerin6 Inc 0018/422 ILST9 ON YV/%Z) LZ=ST IKJ OOOZ/90/TT - '`lI/02/00 TgLt 15:57 FAZ 509 92:."/03 9PERLYNG BAY.CH ~ IM 003 ~ - PKYVAT& FtOAD'CVAY MA CE A E T pAGB_Z the cxpmditure of fuads for any af the fuactions refea,ed to in ~aragtaphs 1'and 2. Wh= possible, comsAtation shall o=ta in sdvauoc of any aatual wcpenditurc with respect to anticipated or reoccurring ite~qa,q ax expeases. 5. Aftvr consvltatiwy a writtea egMMUeat of thc owners of a raajority of the parcels arithin the Benefitod Property shall be bluding on ali owUers of all of the paruels to sbare in such expenses. If rcquired by a Public Anthoiity, consent of xhe owms sball hat be raquired in arder to eatablish their obligatian to pay their prvportioaa.te shate of sueh reqttired it=s or expcnsBs iactnTed or to be in,curredy 6. If pracdcable, aU owaes of parcels withia tht 8cncfitvd Pr+operty sball contrdbute their prapoitivoo~ sbare of the cost of all items ead expenses at or prior to ihe date due to be paid. The awaere may ooopeloe to create ane vr inorc iauk aoeounts aad pariodie eontributions faoc this purpose. IY insucff'icienot fiads are avaitablo fur ssuh iteAns or rxpenses, eny of such ownas maY PaY far the cost uf same onrd receive reimbutsemom finm any non-eontributing owner as owaaers. 7. If not paid in advance, paysaents from oblgetod awners of parcds aritbia tbe BenEited Prapeay sheU be due to thc ovmas paying tbe sa= with'sn tiurty (30) days of the daze writteu request for paymaat far a proper c1arge is dclivered to such owncr, oz witbdn fam► (40) days of the date such wrifta rcquest is scat to such ownes`s address by cer4if'ed mail, rcrun receipi reqaestead. All deliaq~eat obligatiaas sha11 b•ar lntmvst fiom the date of dolimquency at tha xato of twalve pervent (120/6) per annum uatit faUy paid. Such obiigatioas and all intmtA costs, eocpemes and zmmable attorneys' f,eft incurred in cormectian with establishing or colleeti= suah delin,queacy ehall be a personal obligation of the own= of such pareel, an,d $ball be a lien ag~st such psreel. Writtcn notion of a delinqucnt abligation may be recorded fn the • office of the Spoksae Counfiy Attditor by ane ot mare oP the owncrs entitled to reiaiburmw+pnt, and aqy such delinquent obiigadon may be enforced in Iike fashion as aonartpge obligntion agsis3st sueh poroPedY. iuvludiag !he night to jwdiGiaily foreciose snch Iien as a mostgage. 8. Notwithstartditlg awy'thiug to tho aoataty ebove, any lendaa mvrtgagee, decd of ftv.st bmeSciary, ar contract vcndor who acquires any bncxmt in aay patr;eX pAor to rhe rec;ording of a natYOe of dclia+quent oblagatim shall acquire thcir in?es~,,st with priwlty ova aay lien arisiag oul Coo@j •oni •lnamdoTaeaQ mqBQ 069fiaZ860S FY3 gZ0-M 0/Tj NaU-Q8-2@00 13=51 509 328 8224 94% P.18 11I08/2000 14;51 FAX 549 328 8224 _ Tay1or Eagineerine Inc 10419/022 . • rt `41f02/00 ?HU 15: 37 FAX 509 02. --"#03 BPM~C $ALCH Qa o4 ~ , . PRlVATB W)ADWa4Y M1'i '1'E~~CE ACiREEI►ERNT PAOE - 3 of any of thc oUligadom or de1iaqum0i" arisag pTiOr to lbo rcswding of the insUmment evidenclipg s►~ch la~, ma~age, d~d af~ru~~ ar can#ract 9, This Privat~ ~~~way Agremoat is made as of th~ dam &a vaimn abnve, " naa with the proper'ty =d sha bc bbuimg on aad ~ &a b=wft of the heirs, suo=sms aad assiane of the ovmm of the B*mfited Propcr;y md tbe gavaw roadway dtscribed herein. DA-'bW DEVE.wP11om. IlNC., Rirhard T. Dabm, Pred~c= STATE OF WASIUNCTON ~ CAMINTY ~OKANE on t1ais day of Nav=A= 2000 betm m, the undft*pW, a Nvtay Pubrm in an3 for ffie Slte of W ' duly imdgnW alijd sw►vra, Pmscmalty appemrad Rklard 7'- Da to me known to be be Prwki= of Dahm Devr1opmen4 Im., a Washicgtce CW4LWU* ffic onpora#im that cxmutcd tb-. foxWing, iasawmmU, ~ ~ft ` to be tbm fw md vok1utuy eo nl dad of the c ' for " um md purpvm ftrcin mviomd, oad cra oath RUftd tha he b to eX=Uft ibb lotr ==ft. WMMSS my hmd and officW S~ ~ affLxed the day md ym in 931s ccrit&a~ ~~w wriom ~ NOT"Y MUC ift aEd for ft %ft 6f Wwh*pm, rCSidft 4t Spolme. 1V~y ca~ +~cpue.~: . . Pria KMO v a [lFzh o6ot8zooos $v3 SZ~~~ ~o/t{IITT NC1U-O$~2000 13 = 5 ~ 509 328 8r224 94% P. 19 020/OY2 11/08/2000 14•51 FAa $09 328 8224 Teylor Ensineerin8 Inc ~OOY 11/02/00 12:21 FAZ 5098264690 Aatis De9elorsent. IIIC- ~ L • • ` ' Y REGORDEb AT IM AEQUEST OF: D~ahm I?evalopmems, Inc, 12720 E. Nara, Suite E . Spolaae,'WA 99216-1197 1J RA►'TION QF ANNb'XATYON TYJRTLE CREEI~ THIRD ADDITI01~1 SPOKANE C4UNTY, wAs TSIS DEa,.ARATION OF ANNX,XATION its made~ mWed iato and bwom effectiva an the d0e, hereof as set forth helaw, by DASM DEVI~`.IAPNIEN3', ING, a WLtingwn Cvrpotatifln (hece"snafter refared to as "Grauto,w), with rdavm Lo ffie fnllvwing fscb: A) Gtaaior is the subdivider aa,d dcvdoper af aon-min trecxx ot'land which is leglty descx-W on Earhibit "A' attachtd hereto aod iacorporated htrein by tbis refermca, wbieh tnnd is tocated in gpoyrnm Cwunty, WasMbiagtnn, Goamcwtykaown as thcTURTLE CRUK FOSTADDI'IION aad . TURTLL CREEK 3ECONb ADDI'TZON; a dew+eiopmeni of ntmmerous rcaidmatial lM which devdopmmt is goveraed by tbat ctxuin "Declnration of Coveaanis, Conditions and RAsQicticas, recvrded Ju,o.e 10, 1998 aad beuing Spokane Couaty Auchto:'S Fge No. 4230476 (hftvinaftx refwed Lo as the 'Decaatatien'l). the dcfiusitinn aud ternns of which DedarRti,on ata iaoorporatcd herein by thu r+a&z+mre. B) Grantor is also the oanner of a oercain additinnnl tncc of land n,ear andlor adjaiaing the PfoPwtY descn'bed vn F..xa'bit "A". which wilt be platted by Cmmtor as Turtle Creek Thlyd Addirioa, but whicb 6as not previausty bzvn eubjemed to aid Deduatioa Said oths7land is legnlly described on F.xbibit `B•, attached heMo and iamcorporeted herein by tWs refaence. 5ffid othtr lsnd consists . nf nuaxrous nesidential lots; atong with the dadicated roadwaysy ('furde'CreelcTbit'd Additioa): C) Graaitor dtsi.tes to anuex said other lsnd kaown as Turtte Creetc Tlutd Additiom to the original Turtle Creek First Additi,ou lead and to ft aauozed xurtle Creek 9eca'nd Ad&&n and ~ P.~ 11/02/2000 TBU 12:23 M/RX NO 81641 NOV-08-2000 13:52 509 328 8224 ?S~ 11/08/2000 14:82 FAa 509 928 8224 Taylor En8lneerin8 Iuc ~~0~23 /OY2 ~ 11io;/o0 12:24 FAX 3099264680 DaDn Developsent. iuc. subject it to the Declaration as prov;dcd ia this DeclaraRion of A,naearaeion- NOW T~REFORE, Graatos he=eby dcclares ead covenants as foIIaws: l. Thu, in accordaazc with the rigW rrsuved to Granmr ln the Dedararion, Turtle Creek T1bind Additioa is hereby made subdect to the Aecleration aad sbali f+ar all pucpoam bc part of thc Tuctie Creek Subdivision, effecavc upan the date *athis document is cecorded. 7u:tte Creok Third Addition sb.all be held, cauveyed, mortzaged, eacuwbex+ed, leaaed, reuad, used, occupied, sold and improved, subject to and in accordanoe w►irh all of the tetms, eovcaants and provisuoas whie,h have bean aet forth in the Acclaratioq all of which are fm the purpose of tnhaDcing and ptnteetin,g the value and uvactiveaess of the Turtle Cseek T'hH Ardditioa, as well as Turele (:rxk First Addition and Turtle Greek Second Addition, and to facflitatc manageiueut and eonmol of the eomtnon areas tccated in all of develogmeuts_ A1t of the i'tmitations, covenants, conditions, restrieciena end ea~eme~nts set farrh in t?iis Declaradon sbatl consdtute liwatatioas, covenuunte, condidam reatrietions aad enwmbruces whieh sball zun wit6 7vertle Credc Third Addrtian and shall be paTehaty b'snding ugon Gran= end iss respeaive sncceseors~ia~nt~rrest eund nsstms and all pazties h$~ving or acquiriag aay right, title or iatertst in or to an.y part ef'htttte Crak Third Addition. 2. Graator heKby graam to all OwAers ofLats in Tutde Cr+cr.3c Third Addition all tiglzis•aad ea=r.nts which ware granud to Owners of I.ots 'sn TuRte Crcek F'ust Additim whieh f*ts and easements are cesetved to Gcaatar in the Decderation fot the btntfit of all said I.at Owners_ Grautor also hsrcby reserves from all t)wnera af I.flts in 7uitle Creek Thitd Addition, and graais to the 4wuats of Lots in Turtle CreCk Fh-st Additian and 'hutlc C`redc Setond Addition, all iighta and easements which wete resetvr.d to Gramr vadsr the Accluatian aud the P]at. 3. Withaut limiting thc generosity of the firegoiag, Gramor, for each Lat owaed aitbin Twile Creelc Th'srd Addition, heraby coveaants end eich Owaet of aay Lot withia, Turt4e Cnck Third Adaitlon by acctptances of : deed therafore, ie hareby deesaed to caveaant and egee to pay to the Associavaa regutariy aasa9smcnts ar charges aad speaal assmsmcnts for capital impravemenu and uncacpc;cted expeasc3 or teconstruction ass~ssments, all accotdiag w tlie.neclaration. 4. All property ead Y.c►u wlth'YLxtle Crtek F'ust Addidorf, Turtle CrBek Secoad Additian and 1uutte Cteek Third Adcfhoa ghall ba~ hsve reqroc.al non-rxclusive c.atements and rights ofuse 2 11/02/8000 THit lZ: Y3 (77(/RX NO 8164) NOU-08-2080 13=52 509 328 8224 75% P.21 11/0.ELQ00 14: SY FAY 508 928 8224 , Teylor Ensineerins Inc ~ooY~2/OYZ 11/01i00 12:24 PAY 5099284690 Dshs ~elopssni. Iac. ~ • ' - ~ • as to anq of thc readways or streets and commen aceas, s.s msy bt dcpir.ted on ehe Qlats of'i'wtle Cralc Fzrst Addicion, 'i"urtle Greek Secflnd Addman and Turtle GYcelc'Third Add'►tion - S. Fram thc effoctive datc baroog Turtle Creek F'"u~c Additioam. TLrde C,reek Sooond A,ddirion and Turtle Lrock ?hird A,dditian shall be considered as oae deveiopmcnt of propetty 'sn aU rtapxts as co application af the Dalaration. '1'ht undasiBned has eacecuted cbis Dec1a=atinn af Amneacatian as of ,1999. DAHM DEWLAP1+iEM, INC. Richard T. Damn, Prtsideat STATE OF wASHINGTON ) ) s9. COUNTY 0F SPOKANE ) Oa this of 2000, before mr, the undccsiped, a Notary PnMic ia and for the Stato of Wasbingtot. duly =nmiaatoned and swom personally appeate,d RICHARD T. DAW to me knawn to b e the President of ]aARK DEVEI,OpMEN'I', IINC., the Corporatian that executed the foregoM inststuneat, aad acicnoaledged t6,c said inm~ ta be the free and vohiatary act and deed of said Corporation, for tb,e u~rs and ptupom *ensn menrionod =d oa oath stated thai ha was suftrized to mtecutc the aaid iasirumoact on behalf vf said C,mpoutiom. C3IVEN under mq band and offc~al seal the daq and year tast above writtesi Notary Pubiic in and fOr the State of . WaahWgtM s+asiding iw 9polcane Mp Gommissian Fxpires: 3 11102/2000 TiFU is: 13 IT7[/RY NO 61041 NaU-08-2000 13:53 509 328 8224 75i P.22 06/12/00 MON 16:13 FAX 509 892 4125 SPOKANE VALLEY FIRE UEPT 0001 r SP NE vALLEY FIRE DEPARTMENT E.10319 SPRAGUE AVENUE ~ . sPoKANE, wa 99206 (509) 928-1 T00 (509) 892-4125 " FACSIMILE COVER SHEET r- ~ ~ To: ~ ~ ! (-~~lrnnrt~Ncrs DATE: 6 • /x-o a . Fax No: y-77- 745s (Company) FROM: 4vir./ MUM N4. OF PAGES: (Inciuding cover sheet) COMMENTS: Z 2rzc G*rx ~ ~ A~.r•~ -CONFfDENT1ALITY CAUTION This message is intended only for the use of the individual or entity to which it is addressed and contains information that Is prsviteged and confidential, tf the reader of this rnessage is not the intended recipient or the emptoyee or agent fesponsible for dellverirtg the message to the intended recipient, you are hereby notified that any dlssemination, distribution or copying of this communication ts strictty proh;bited. If you have received this communication in error, please notlfy us immedlatety by tetephone and ceturn the original to us at the above address at our cost r !sj revfsed: 9f24l99 F:%vOL110FFICEIFORMSIFAXCOVER,ppC JUN-12-2000 16-14 509 892 4125 94'/. P.01 06/12/00 M0N 16:13 FAX 509 892 4125 SPOKANE VALLEY FIRE DEPT 16002 f SNOKANE VALLEY FIRE pEPARTMENT IW Spokane Counfy fire Distrfct ) 10319 EAST SPRAGUE AVE. • SPOKANE. WA 99206-3676 • (549) 928-1700 • FAX (SOV) e92.4125 R. PCrt Nurnph11e6 CntN June 12, 2000 Bill Hemmings Department of Building and Planning 1026 W. Broadway Spokane,lNA 99260 • RE: Turtle Creek 1"hird Addition Dear Mr. Hemminqs: . The Spokane Vailey Fire pepartment has approved the private road design by Taylor Engineering. They are redoing the water system. TIvM Iy, . ilfer Fire Inspector KM/dc JUN-12-2000 16=14 506 e92 4125 94% P.02 09/14/2000 09:53 FAX 509 328 8224.. Taylor EnSineerin8 Inc (0001/002 l + /=r TAYLOR ENGINEERING, INC. ,W,A r West 106Mi,ssion.4ve, S'UITE 206 Spokane Washington, 99201 Phone: (509) 328-3371 Fax: (509) 328-8224 September 14, 2000 _ TO: Crary Nyberg Spokane County Public Works nivision of Engineering Fax: 477-7655 FROM; Darin Moore RE: 'Y'urtle Creek'Thfird Addition Gary, Attached is a drawing showing the new layout of the 10' Avenue-Turtle Creek Lane intersection. We have revised the public right-of-way to follow lOth around to Beige with no public tvrn around. 'Iurtle Creek Lane will elttend from this interseetion and the curb will transition down from a half-width of 16' to 12' in 25'. Please review this intersection layout. lf this is acceptable to Spokane County, we will move ahead with making ihe revisions to our road and drainage plans. Also note that I am cu,rrently working on the additional information requested for the sight distance and drainage pond deviations. I plan to have that infozmation in your hands by tomorrow. Thank you, ` ~ DaTin Moore, P.E. i Cc: Rieh I7ahm, Dahm Development (9264690) Kevin Miller, Spokane Va11ey Fire (892-4125) I ~ SEP-14-2000 09:53 509 328 8224 P.01 r ~ ~i - , oliil ~ 09/14/2000 09;53 FAX 509 328 8224 . T~Y--or Engiaeering Inc _ 0042/002 . ~ . ~ m i . ~ ~ ~ - BEKaE ROAD ° - _ _ ~r ~ ~~Z M -0 ~ ~ ~ ~ < i • ~ bn - ~ 1 Z ~T1 m n ` ~ - rn + ~c . ~ . i~ ~ , ~ f SEP-14-2000 09:53 509 328 8224 93' P.02 ~ . s ~ , 09/05/2000 13:57 FAX 508 328 8224 Taylor En8lneeriag Inc 0001/002 /MW TAYL4R EIYGINEERl1VG, INC. West 106 Mission Ave., SCI[TE 246 Spokane Washington, 99201 Phone: (509) 328-337I Fax: (509) 328-8124 September S, 2000 TO: Gary Nyberg, E.I.T. Spokane County Division of Engineering Fax: 477-7655 FROM: Darin Moore, P.E. RE: Turtle Creek Third Addition Public Turn Aronnd - private Road Intersection Gary, T spoke with Kevin Miller this morning regarding the 1& Avenue and Tuxtle Creek Lane intersection. Kevin feels that the Cre department cannot maneuver their equipmei,t around even a 20-foot diameter curbed island. The only way to be able to incorporate an island and obtain adequate turning movement is to increase the size of the cul-de-sac c«rb radius to 60'. Unfortunately, this cannot be achieved without loosing a large part of several lots. I have attached a drawing showing an offset cul-de-sac at this location. This altem.ative may be our best option for traffic control with thc least impact to the lots. Would this be an acGeptabie intersection Uetween the public cul-de•sac and the private lane? Please review and respond at your earliest convenience. Thank you, Darin Moore, P.E. Cc: Rich Dahm (926-4690) SEP-0&-2000 13=57 509 328 8224 p,01 ~ •~.tr~ , ~ ~j{, ~ , 1 , ze' d y., _ = • . 1 ~ / i ~ - ~ • . ~ ~ ~ ~ ` \ ~ 1 1 II 7j ~ . ~ ~ _ _ ' ~ .,.,r • r . ~ . ~ r I - ~ 1 ~ . ~ ~ f 1 I f ~ . - ~ / ~ , ~ . . ~ , ~ ` f , ~ ~ ~ I t ~ , 1 ~ t / ~ • J . , ► ~ ~ f ~ r7f~ ► ~ . f o ~ - T-r Ul /.j ~ ' r► ~ _ / ~ ~w~ ..r ~l1Nv~~~/~ r ~Ni oll ! jj t ,~ot ~s A + i 1 ~ t ~ ► ~ . ~titJo84S~tx~ ~ \1 . ~ ~y . ngineermg, Inc. ~~w Taylor E ~ Cl V U DeS1gn C.li Id L..Ql ld Cla1 U iii 1g Frincipals: Perry M. Taylor, P.E. Stanley R. Stirling MarICA. Aronson, 1?E. Uavid C. Larsen, P.E. August 23, 2000 Associaces: Scult M. Busch, P.E. R Fralk R. /de, ASLA Mr. Gary Nyberg, E.I.T. ~C~, Ronald G. !'ace, PE Spokane County Public Works v,,~,D Division of Engineering and Roads Qt/(y ? ChieiFinancial Ofticer: W. 1026 Broadway Avenue SPo 3 2000 Edwin G. Wagnild Spokane, WA 99260 ~N~ cOuNrY EP,IGINEEA . RE: Turtle Creek Third Addition Deviation Review Response Dear Mr. Nyberg, I am writing to you in response to your July 25, 2000 letter regarding the above project. We offer the following discussions and revisions relating to the vertical curve-sight distance issues in question. 1. The length of the crest vertical curve at station 1+85 has been increased from 100 feet to 170 feet. According to our calculations, the resulting K value is now approximately 10.55, which meets the minimum set by Spokane County. In addition, the required stopping sight distance of 125 feet has been graphically examined. As shown on the attached plan, an object 0.5 feet high can now be seen at a driver's eye height of 3.5 feet, 125 feet away. 2. The length of the sag vertical curve at station 4+00 has been increased from 100 feet to 120 feet. According to our calculations, the resulting K value is now approxirnately 20, which meets the minimum set by Spokane County. In addition, the stopping sight distance has been mathematically examined. As shown on the attached calculations, the minimum desirable stopping sight distance required by AA.SHTO can be met with a 120' vertical curve. In addition, we have considered the effects of the horizontal curve on the drivers sight distance. The following sketch demonstrates a horizontal sight distance of 125 feet is achievable with very minor impacts to lot 23, Block 3. To ensure adequate sight over a distance of 125 feet, the following statement will be added to the final plat: A sight distance easement over lot 23, Block 3 as platted, is hereby granted to Spokane County and its authorized agents foY the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of the said lot agrees not to obstruct or in any manneY allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lot. 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224/ E-MAIL mailroom@taylorengr.com 1 Please consider this information as it relates to the design deviation submitted to you on 7/5/00. We believe that these revisions should satisfy Spokane County's concerns regarding the vertical and horizontal allignment of Turtle Creek Lane. If you have any questions or require any additional information, please call our office. Sincerely, TAYLOR ENGINEERING,INC. ~ Darin Moore, P.E. Project Engineer Cc: Rich Dahm Taylor Engineering, Inc. Civil Design and Land Planning 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 / E-MAIL mailroom8ttaylorengr.com ~l. 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Ei.: - 2085.03 -STA. - ~+~20.60 ~ _ , .::::HIGH:b01NT::::: . . . . . . . ~ ~ : : : : . : : : : : : : : : : : IN~DF~OIN:T~ : : : : : : : : : : :YPI ~ STA: ~2-~50 : : . . . . . . . ~ . . . . . . . . . . . ~as:4:62 : : : . . : . . - . :E~. : 2688.:0:0: . . . . . . . . . . . ~ :::::f ~ ~ . ......i w ~ : : : : : : : : : : : : : : : : : . E~: 2078.91: : . : : : : : : : : : . : Evc : s~rA.: ~~+35 . : : : : ; . . . ~ .V.. . . . . ~ Q. . .4~:. :Q~.:/ . : : : : ; : : : : : : : : ~ : : : ~ : : : : ~I,~►_ 4~Q~ : : : : : : : : : : ~ : : : : : : : : : : : /.:::;f ::::::1:: . : 1/PI 'STA. ~ 4~65 : : . . : MI~D1POINT: : : : : : : : : : : o : : : : : : : : : : : : : : . : : : , . ~L: :2065.00 : : : . . : . : . : : . : : EL. 206.5:90 : c~ . cr , EL. 2062.20: . . . . . . . . . . . . EVC : STA. :5+25 . ; . . . . . . y . . : : : : : : : . : : : : : : : : : : .........i. ~ .....i......... i...... - i ` STA. c ~ 20+88.09 1 0TH AVENUE= 7-411272,e- ~ . STA. 22+18.09 10TH AVENUE= t STA. 0+00 TURTLE CREEK LANE . STA. 10+15.01 IGE ROAD I p l/ I / / - I ` 9 8 ~ 1 I ~ I 1^ u, e-P fow \ - I \ ~ ~ ~ ~ ~ ~ ~ ~ - • \ / ~ t qr' f.1 ~~~f'doS^•,~i,L1F' ~.f .'L~ rt 0 ' rr `r.i.' y` 1 U Ni .~r' +avxK W~v~.N~~t 'S'F~i ,'1;~~5'.,qp~ .5'•, ~ \ \ \ 7C~ .,5~j+ rj;3 ~.~!1w + i.~- '~y 't yh~. ~ ~ .fi~~. r - ~ •v ' - ~r,. ~ i i tlr,. ~ \ W~.~'!L , ~r \ 1 a .wE~• 'f~v il'i6 'd1' ~ ~ W Ip', I' n t y L . ~ ii ~ .~A~ d.~; ' ~ •Slf ! " ° Py.e' ~'`~s' j A~X .2b9 d4 i ~ p :11 . n S~' _ 'I•,~." !'v ~,t'o~ ~r y..a "L~:: r ~ li~:'~ jy.. . ~ . 'cr' C~' • \ a. ..~eL':.. ,.W 1.~~ I'. h ~ \ ~ ~ 208` _ ~ ~ . ` . ~ ~ 23 - ~ . . \ I . ~ f-- . . , CUR'VE DATA ~ . ~ . ~ . , . \ 1 I~ 207.41105M- I-1 • . ~ ~ . - - R-115.07 -7 . . - _ STA. 8+48.44 T-467.00 t N ~ ~ . ~L= 17.11 , y-- \ . ~ . EL. 2047.00 \ . , . . . A ~ \ _ ~207 \ - \ ~ o ' ' 1 T . ` _ CNY/~~.u4 ~ , ` - - ~~-zog • \ ~ \ , ` ~$3a m"~S~e ' '~vyCSi~' ''ti'_~y `iu.~'.,859'ir:.r ~n. 05 '4an..:J`" " GaAu:+t+"r`*rtit ~ ' •r~,' ys~ . .t'~'. ~t,ay. -r@Ja.~~ • , - * ~ ` • ~ N % - ^c,~ a r'~ k7 7, .'1'.~3:n'-~,., ` ~ , 'HdL.` . '-"a"ti'' ~ . LT. OF STA. 8+48.44 _ . ~ ~ ~ . ` a . ` n.. " n-T, '1L - iJ ,...t . ^~Awa,. La"1~,' Y ~ ` ~ 2046.65 \ ~ , \ ~ ~ - - - ~ss- - - - ~ - ' ` ~ \ ~ . ~ ~ . ,y . . , ~ . , S P O K A N E ' C O U N T Y DMSIOIV OF ENGINEERIIVG AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer October 2, 2000 Darin Moore, P.E. Taylor Engineering, Inc. 106 W. Mission Spokane, WA 99201 Re: Design Deviation Approvals Turtle Creek - 3`d Addition (P-1753B) Darin, The County Engineer has approved your requested road and drainage design deviations, as conditioned on the enclosed copies. The construction plans may now be revised to reflect the approved detention facility and road intersection area. I will await these revised plans for the final review and mylar acceptance. Also, the $60 check from Taylor Engineering for the deviations is being returned. The deviation fee was paid by Richard Dahm and collected by Ed Parry for the same purpose at about the same time as your submittal. Sincerely, Gary W. Nyberg, Plan Review Engineer . . Enclosures: (2) Approved Design Deviations Taylor Check No. 43 02 gwn/g:/devsrvcs/plats/P-1753BdevAPPRO VAL. doc 1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133 09/21/2004 17:13 FAX 509 328 8224 . Taylor Engineerin8 Inc ~ OUI TA YzoR ENG17VE,~RING, INc. AWA ~ Ctvil AeJig,r ond Lmrd Plaaning 106 W. M'usiore Ave. Spokane, WA 99201 Pho,re: (509) 328-3371 Fax: (509) 328-8214 FAX MEAfORANDUM , TO: ) Phone: Fax: 4(7? FROM: ~/~le~ ( Date: No. pages: ~ ~ _Z-- . . ~ , SEP-29.-20@0 1?:13 509 328 8224 94% P.01 09/21/2000 17:13 FAX 509 328 8224 Taylor En8lneerin8 Inc 0002 • Outlet Structure File: TC3A STR POND-2 Version: 5.20 Date Esecuted: TimQ Ex2cuted:~ • - ~ ~ ~ s~r*~*~*~**t**~*,~** . ~ - ~ TIIRTLE CREEK THiRD, ~ ~ . POND FOR BASIN *3H _ ' ~ ' ~ - ~ t ~G~~C!'~'Z~:~ • . • ~ • . . ' ' . ~ . . . F-vr~ PfaC- ~ Structure No. 1-««« ~ (Input Data) . . TAgI.E • _ ~ - - Input'your own rating table. E1 ~ ( ft ) =42-. 0 E2 ( ft ) =44 . 0 ~ Constant (ft) added to each elevation wa6: ~ ~ - . Elev. -(ft) Q (cfsY • ~~~~r~~ ' - ~ 42 _ 42.5' . 0 - - . 43 2.76 _43.5 ~ 3.91 ~ ~ 44 ~ 4.79' ~ . - ~ ~ G,~ D2r~-i~r- ~ - l"a-" ~ fP~ • ' - . . C . ~ . ~2 _ ~ .J- ~ : . . . . ~ 6z~o.~gs~}~J III II III F*Z ie7 . . ; . . . . Q = ~ ~ ~ . - . . SEP-21-2000 17=14 509 328 8224 94% P.02 _-09~21/2040 ~ 17.14 FAX 5.08 32$ $224 Ta.YXor Enslneer1IIe TpC 10003 ' - Par~~ 7 PORD-2 Version: 5.20 5/N+ • - . . . E~ECUTED: 09-15=2004 17:38_; 51 - , - - - - - . SmaiARY QF 1~ourm -CoNiPU'I'ATIONS ~ ~ ~Elq~~~~Ep,\PONDPACK\QTR55\TC3H . PN? * • :Enflow lIYdragraph: C:\ENGII~EF.R\PONI]PACk\Q'~9515\TC3H2D1 , . ~ vutflow Hydragraph: Cs \ENG1NEER\F0N~~~CK\QTR55\0uT . H~ID _ Starti~g Pond W.S. Elevat,ion _ 42.00 ft ' St~~ary of Peak-outflow and Feak E~eva.tivn Pe ak I n€ lowr = 1.90 efs~~.'~~ Peak outflow - . ~ - ~ ~ N _ Peak EI.eVation 42.3 1. ~t * * ~ ~ * Summary Of RpproxYIItate Yeak PtOrage _ InitiAl Starage_ .0 eu-ft ' Paa€ Storage Fron~ Storm ~ l e220 cu-ft. - Total 3torage' iA. Pand ~ . I, 220 cu-ft . SEP-21-2000 27:14 509 328 8224 94% P.M 49/21/2000 17;14 FAX 509 328 8224 Teylor Engineering Inc liD004 POND-2 version: 5.20 S/N: Page 7 EXECUTED: 09-15-2000 17:39:18 • ' ' . - - ;~~~~y~~'T`*~.- . *,~*~*:**~***~~*s** SUM'IARSC OF ROtTTING CQMP[JTATIONS ***~~:****#**~~x** - Pond File: . C:\ENGINEER\PONDPACK\Q'I'R55\TC3H PND Inflow-Hydrograph:. C: \ENGIIdEER\PONDPACK\QTR55\TC3HlOD1.HYD Outflow Hydroqraph: C:\EIIGINEER\PONDPACK\QTRSS\OUT HYD • . ' V Startinq Pond W.S. Flevation = 42.00 ft * * ~ * ~ Summary of. Peaic Out f low 'and Peak Elevation ~ * * Peak Inflow - 3.90 cfs 10 `l~- 1~"~~ ✓ , . Peak Outflow - ff2mmiflmmeks Peak ElevatioA ~ . 4 . . t e-.. 44. • . - - ' * * * * * Swmiasry of Approximate Peak _ Storage * * _ Initial Stvrage . _ ~ 0 cu-ft . Peak Storage_ From Stona ~ 1r876*cu-ft • - _ ' . . - Total Storage in Pond - = . i,•876 cu-ft " ~ - - • . SEI'-21-2000 17:14 509 328 8224 94% P.04 _ 09/21/2000 17:14 FAX 509 328 8224 Taylor Engineering Inc 19005 . . . POND-2 Version: -5.2Q $/N: . • Page ? EXECUTEDa 09-15-2000 17:39l44 ' . - . ' y . . . ~'b `"~+~e~ ' " - . . SUIMI'1iARY OF ROUTING COMPUTATIDniS *~***********t*~** Pond Fi•lez C:\ENGINEER\gONDPaCK\QTR55\TC3H PND Inflow Hyrirograph: C:\ENGINEER\PONDPACR\QTR55\TC3H50D1.HYp Outflow Hydrograph: C: \ENGYAiEFR\PONDPACI{\QTR55\OUT HYD Starting Pond W:S. Elevation = 42.00 ft - * * * * * Summary of Peakoutf low - anci peak Elevation * * * * * " Pe$k Inflow - 5.. 90- cfs ' = -~~D `tl~ ~~Wk Peak Outf low Peak Elevation 43 . 38 ft 4-4- * * * * * Sununary *of Approximate Peak Storage * * * * * . Initial. Storaqe . ~ p cu-ft Peak StQraqe From Storm = 2,921 cu-ft • . • i~~r~..~~~+~ . Total Storage in Pond 2-,'921 cu-ft : warning: Inflow hydrograph truacated -on left- side. .SEP-21-2000 17:14 509 328 8224 94% P.05 09/21/2000 17:14 FAX 549 328 8224 Taylor Engiueering Inc 0006 . . . , . . - POND-2 Verei4n: 5.20 SJN: . Page 9 BXECUTED: 09-15-2000 17:30:56 ' AMMI&S, . . ef- SUMMARY OF ROUTING COMPUTATIONS Pond File: C:\ENGINETR\PONDPACK\¢TR55\TC3H PNU Inflow Hydrograph: C:NENGINEER\PONpPACR\=35\TC3HIHDI.HYD outflow Hydrograph: C:\ENGINEER\P0NDPBCRIQTR55\OUT ' HYD starting -Pond w. S . Eievation . = 4.240 ft. Swnmary of Peak Outflow and Peak-Elevation * * * * * /Gt> Yfe, U . Peak Inflow = 8..20 cfp = . , Peak Outf.law = . Peak Elevation 77 ft * * * Swnmary. vf. Approzimate Peak Stoxage Ini.tial StQrage • ~ 0 cu-ft Pea3c Starage F'rom Storm s 4,173 cu-ft . . • ~►1+~~~rrwlAr~~~~~ . Total Storaqa in Pond = 4,,1•73 cu-ft ' Warning: Znfiow hydrograph. tiruncated• on left side..- SEP-29.-2000 17:15 509 328 8224 94Y, P.06 r e /W TA YL OR EIVGINEERING, INC. RECEIVE -W West 106 Mission Avenue D Spokane Washington, 99201 SEP 18 Z Phone: (509) 328-3371 sPpKA Fax: (509) 328-8224 ~E ~"Nn' ENGI1VEEq September 18, 2000 TO: Gary Nyberg Spokane County Public Works Division of Engineering FROM: Darin Moore RE: Turtle Creek Third Addition Gary, Attached is the additional information that you have requested regarding the design deviations for Turtle Creek Third Addition. 1. We have completed the drainage calculations required to layout the pond and the outlet orifice for basin 3H. I have attached a sketch showing the pond in plan and section view. ~Lac~~ tq'~ •~o ~ur a eul~ ~h' ~asN~g s~ ~or 0 ~t~~r a~ css ~ ~ a~n ~h.c~ mmaroWaMa,~"e-; f~~;~c~ ~ ~'t~~[(~~5 ~0.~ ~~a~ s~~oMR. As previously shown, we anticipate that there will be no net increase in stormwater volume entering the creek in the developed condition. A 12" pipe will be used for the outlet orifice with the invert set 6" above the pond floor to provide stormwater treatment. 2. I have also checked the sight distance (in the opposite direction) for the crest vertical curve on Turtle Creek Lane. This analysis uses a drivers eye height of 3.5' and an object height of 0.5' over 125 feet. Attached is a graphical representation of this analysis, showing adequate sight distance is available. With this information, I believe that you should have all of the supporting data for the previously submitted design deviation. As discussed on the telephone, the public cul-de-sac has been removed at the 10~' Avenue and Beige Road intersection. After receiving any remaining comments you may have on the plans, we will resubmit the plans for approval showing this revision. Please call our office right away if you have any additional questions. Thank You, `~>,4eww•- /L,&- , Darin Moore, P.E. Project Engineer Cc: Rich Dahm 4 CN ~ ~,....,.....o . . , ~~4• ^ ' ~ ~ _ i . ~ ~ - ~ % ~ ~ ( ~ O ' • ~ ~ ~ ` . P ~ ~ t ..I r • '~`y'`'~ ' 2445 . . 60 a G ~ Pcfl•' ' 044 ~ ~ c . A,er,o ` _ _ ,4.., ~ • . , . , . , _ ~ ~ . . ~ . ~ ~ ~6 . ^ 1 . • ~ " . _ . ~ ~ . ~ ~-L 46 t~- ' ' ~►,~w'~! fAVu`'k<-~ ol...,,= 44 ~ ~ 1 ! , ~ C , ~ ~ -r ' ~ . - ~ .T= 5 ~ ~ 1 ~ ~ . ~ - /OW TAYLOR ENGINEERING, INC. _Ir West 106 Mission Ave., SUITE 206 Spokane Washington, 99201 Phone: (509) 328-3371 Fax: (509) 328-8224 August 30, 2000 TO: Gary Nyberg, E.I.T. ~~CC Spokane County Engineers Fax: 477-7655 A11031 S,3°'?DO FROM: Darin Moore, P.E. ~COUiyT ~ yftG1NFFA RE: Turtle Creek Third Addition Gary, Per our telephone conversation on August 28th, we have completed a"generated volume" calculation for basin 3H of Turtle Creek Third Addition. The existing condition calculation shows that 234,084 SF of field generated approximately 25,856 CF of stormwater volume. A CN value of 80 was used due to the Peone silt loam, Type-D soils along the creek. The developed condition calculation shows that 135,365 SF of developed asphalt, roof area, and open area generates only 18,049 CF of stormwater volume. Even though this basin is covered with more impervious area in the developed condition, the developed basin covers almost 99,000 less square feet than the existing basin. Please use this information as it relates to the design deviation submitted on July SIh, 2000, for the stormwater discharge from this basin. Final calculations will be completed and submitted to your office upon approval of this deviation. If you have any questions or need any further information, please call. Thank you, Darin Moore Cc: Rich Dahm f. • ~ TAYLOR ENGINEERING, INC. GENER.ATED VOLUME w. 106 MTSSION AVE. CALCULATION SHEET SUITE 206 USING SCS TR-55 INFORMATION SPOKANE, WA. 99201 PROJECT: Turtle Creek Third Addition DATE: 8/30/00 TOTAL- 3.11 Ac. DESIGNED: DLM DESIGN STORM: 100 YR. BASIN: 3H- DEVELOPED TYPE OF SURFACE S.F. CN S.F. X CN ASPHALT 20564 98 2015272 ROOF 9625 98 943250 SIDEWALK 0 98 0 OPEN SPACE 105176 80 8414080 EXIST. FIELD 0 80 0 TOTALS 135365 11372602 COMPOSITE CN: 84 P" FACTOR (IN): 3.1 "S" -POTENTIAL RETENTION ~ 1.90 (MAciMUtv) P- 0.2(S): 2.72 (1F LESS THAN OR EQUAL TO ZERO, NO RUNOFF GENERATED) "Q" -RUNOFF DEPTH : 1.60 in. VOLUME, "Q x AREA": .F. ~ 4 I . ~ TAYLOR ENGINEERING, INC. GENERATED VOLUME w. 106 MISSION AVE. CALCULATION SHEET SUITE 206 USING SCS TR-55 INFORMATION SPOKANE, WA. 99201 PROJECT: Turtle Creek Third Addition DATE: 8/30/00 TOTAL: 5.37 Ac. DESIGNED: DLM DESIGN STORM: 100 YR. BASIN: 3H- EXISTING TYPE OF SURFACE S.F. CN S.F. X CN ASPHALT 0 98 0 ROOF 0 98 0 STDEWALK 0 98 0 OPEN SPACE 0 80 0 EXIST. FIELD 234084 80 18726720 TOTALS 234084 18726720 COMPOSITE CN: 80 P" FACTOR (IN): 3.1 "S" -POTENTIAL RETENTION= 2.50 (MAXIivtUM) P- 0.2(S): 2.60 (!F LESS THAN OR EQUAL TO ZERO, NO RUNOFF GENERATED) "Q" -RUNOFF DEPTH : 1.33 in. VOLUNIE, "Q x AKEA": (or5856 C.F. ~ _~J~ . ~ , . ~ ► . / , ~ ~ \ ~ ~ . ~ r - . ~ ~ . , j \ rn „ . ~ ~ ~ ► ~ ~ , . ~ . ~ r~ . . , ty . r - ~ ROAD . ~ ~ !1 1 T f ~ Ut ~ ~ \ :J ! ►1. , N 1 , / ;I~ ■ / ~ m ' ~ ~ ` • , ~ ~ - - ~ - ~ . ~ 1.~ ~ ~ i~►- ~ ~ ~ i to - ~ 4 ox db ► , ~ ~ . i ~ t 11 ~ I r . ~ ► ~ ~ ~ ~ . ~ \ ~ ` \ ~ . ' , ' { \ \ ~ . / , ` ~ ~ • .1 L 11ie ~ _ . STORMWATER FACILITIES OPERATION & MAINTENANCE MANUAL for TURTLE CREEK THIRD ADDITION Date: June, 2000 Prepared By: Darin Moore, P.E. TAYLOR ENGINEERING, INC. 106 W. Mission Avenue Spokane, WA 99201 (509) 328-3371 TABLE OF CONTENTS I. Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1 H. Description Pages 1-2 A. Grassed Inf'iltration Ponds Page 1 B. Drywell Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1 C. Maintenance Access Road Page 2 III. Function . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2 A. Grassed Infiltration Ponds Page 2 B. Drywell Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2 C. Maintenance Access . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2 IV. Responsibility to Maintain Page 3 V. Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 A. General Page 3 B. Grassed Inf'iltration Ponds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 C. Drywells Page 4 D. Curb Inlets Page 4 VI. Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 4 STOP;MWATER FACILITIES OPERATION AND MAINTENANCE MANUAL for . TURTLE CREEK THIRD ADDITION 1. Purpose This Operation and 1Vlaintenance Manual is intended to provide general guidelines for maintaining the stormwater facilities constructed for Turtle Creek Third Addition. The proper operation and maintenance of these facilities will be the responsibility of the Home Owner's Association. Implementation of these guidelines will help to insure that these facilities will continue to operate in the manner that they were designed, as defined by the Road Plans of Record. Proper operation and maintenance will insure that the stormwater facilities continue to operate . to the intent of the established construction specifications, approved plan configuration, and design performance standards. Each structure should be maintained to a level that is at least equal to that which the design engineer approved for this project. H. Description The stormwater facilities installed with this project consist of two primary systems. The first system includes the drainage pond bottom area and sideslopes located within the residential lots. The second system includes drywell structures located within each pond. Together, these systems operate to treat and dispose of stormwater runoff from the roads of Turtle Creek 3' Addition. The intended operation of these systems are further described as follows: A. Grassed Infiltration Ponds (208 Swales) Grassed Infiltration Ponds were constructed in eight locations throughout the development. Design methodology was based on providing enough treatment area to handle the first 'fi" of runoff generated by the asphalt roads. Stormwater Treatment using natural vegetated area allows the runoff to pass through or percolate through grass covered permeable soils. In addition, the storage volume required is reduced by the available storage in the pond. The quality of the runoff is unproved by biological, chemical and physical filtering: B. Drvwell Structures Drywell structures were placed within the ponds to dispose of the stormwater runoff from the roads of Turtle Creek 3rd Addition. These drywells were installed with the rim elevations set six inches above the bottom of the swale. By doing so, the drywells will only dispose of stormwater ponding greater than the six inch depth. O& M Manual, Turtle Creek Third Addition 1 June, 2000 C. Maintenance Access Road Each of the new stormwater facilities will be located adjacent to a paved roadway. Each drywell will be located withi.n 20' of the curb line for ease of maintenance. III. Function The stormwater facilities for Turtle Creek Third Addition are standard and should require very little attention. In most instances, a non-functioning system will be visually obvious and regular maintenance of the system will eliminate the occurrence of potential problems.- The following describes each component of the stormwater systems and the proper function of that component in the system. . A. Grassed Infiltration Ponds (208 Swales) Grassed Infiltration Swales are generally shallow, broad-bottomed areas which contain a soil with good percolation properties and a sod covering. The function of a swale not only includes removing pollutants from the stormwater, but also providing an area to store peak flows until the drywell can dispose of it or it can percolate into the ground. The pond must be kept clean, the grass maintained and mowed in order for it to properly treat and percolate stormwater. B. Drvwell Structures Generally, drywells are installed to assist stormwater in being re-injected into the ground, or "disposed of In the event that runoff ponds greater than 6" in the pond, it will overflow the rim and enter into the barrel section. Once there, it will flow outward into the drain rock and join the natural flow of groundwater. It is imperative that the drywell grate and barrel sections be kept clean and free of debris. A clogged drywell will not allow stormwater to be disposed of at the design rate. This could cause ponding and possible property damage. C. Maintenance Access Each Pond will be accessed directly from a paved roadway. , O& M Manual, Turtle Creek Third Addition 2 June, 2000 IV. Responsibilitv to Maintain The Turtle Creek Home Owner's Association will be responsible for the proper operation and maintenance of the stormwater facilities described in this manual. The Home Owner's Association shall follow the methods described in this manual to ensure that the system works to its full potential for its entire life expectancy. V. Maintenance The following information provides a maintenance description for each of the stormwater structures included in this project. The Home Owner's Association is responsible to provide the maintenance described on the schedule noted within each element. A. General The following stormwater facilities shall be visually inspected following a significant rainfall or snowmelt event. All curb inlets, grassed infiltration ponds and drywells should be checked making sure that they are clear of debris and obstructions. B. Grassed Infiltration Ponds Proper maintenance of grassed infiltration areas is critical. The infiltration areas should be inspected by the Owner Semiannually as a minimum and after major storm events, which approach or exceed the design storm event. Sediment removal should be accomplished when the sediment is dry enough to crack and readily separates from the floor of the basin. The sod or grass should be maintained as needed to control weed growth and maintain the health of the grass. This will include mowing with minimal amounts of fertilizer. When the grassed infiltration area has reached the end of its useful life, it shall be renovated. The useful life will be considered to have ended when water remains standing in the grassed infiltration azea more than seventy-two hours following the end of a runoff event or when the cover material dies. When infiltration fails, renovation shall be accomplished by any needed action from standard soil aeration to removal of the sod layer. When the cover material dies, the sod and at least six inches of soil shall be removed from the affected area and disposed of at an approved site. The soil shall be replaced, graded and a new cover material planted, or sod applied. O& M Manual, Turtle Creek Third Addition 3 June, 20(}0 C. Drvwells The drywells should have the lids removed at least twice a year, once in the spring (April) and once in the fall (October) to insure that they are, free from dirt and silt and to insure that they are operating properly. Should excessive silt or dirt be discovered within the drywells, it must be cleaned out by means of a vactor truck. D. Curb Inlets ' Curb Inlets should be regularly checked to make sure that the inlets are free from any kind of debris. This includes keeping the sod trimmed back to a point that allows stormwater to reach the swale and not pond in the roadway. These inlets should be free from obstruction year round. VI. Summarv By understanding the stormwater system as described herein and properly maintaining the components, the homeowners of Turtle Creek Third Addition will have a long lasting and effective stormwater facility. O& M Manual, 'Iurtle Creek Third Addition 4 June, 2000 CALCULATIONS FOR A►NNUAL OPERATION & MAINTENANCE COSTS AND REPLACEMENT COSTS PER LOT (THIRD ADDITION ONLY) ANNUAL OPER.ATION & MAINTENANCE COSTS O&M = $800.00 PRESENT VALUE OF DRAINAGE SYSTEM PV =$15,000.00 ASSUME 50% REPLACEMENT IN 20 YEARS PV/2 =$7,500.00 FUTURE VALUE OF SYSTEM TO REPLACE IN 20 YEARS (ASSUME INFLATION = 4%) FV = PV/2 (F/P,4%,N=20) FV = $7,500.00(2.1911) FV = $16,433.25 ANNUAL SET-ASIDE FOR FUTURE REPLACEMENT (ASSUME CONSERVATIVE INVESTMENT, INTEREST = 6%) A = FV(A/F,6%,N=20) A = $16,433.25(0.0272) A = $446.98 TOTAL A►NNUAL CHARGE _ (O&M) + (A) _ $800.00 + $446.98 _ $1,246.98 ANNUAL CHARGE PER LOT =(ANNUAL CHARGE)/NO.OF LOTS _ $1,246.98/52 LOTS = $23.98 PER LOT * SEE ATTACHED INTEREST TABLES , • . ~ Factor Table' i = 4.00% , . . . . . . . _ . : - . . : . , . . . . : . . . • ~ . . • ~ : - : •~c:':>• • c .::..~s..: • r ~-.~:ti•:.<.~ ::~r:~-: ::'r:•:.. ''~~{>:::ti ::>i';: _.r}a'': .xt : . " ' ~ 'J t 1 : • • .................P - : . . . . F:-r~:: . n / _ . . . . . . . - . - - ~ 1 0.9615 0.9615 0.0000 1.0400 1.0000 1,0400 1.0000 ~ 0.0000 t 2 0.9246 1.8861 0.4246 1.0816 2.0400 0.5302 0.4902 0.4902 ~ 3 0.8890 2.7751 2.7025 1.1249 3.1216 0.3603 0.3203 0.9739 . 4 0.8548 3.6299 5.2670 1.1699 4.2465 0.2755 0.2355 1.4510 5 0.8219 4.4518 8.5547 1.2167 5.4163 0.2446 0.1846 1.9216 6 0.7903 5.2421 1•2.5062 1.2653 6.6330 0.1908 0.1508 2.3857 7 0.7599 6.0021 17.0657 1.3159 7.8983 0.1666 0.1266 ~ 2.8433 S 0.7307 6.7327 22.1806 1.3686 9.2142 0.1485 0.1085 3.2944 ~ 9 0.7026 7.4353 27.8013 1.4233 10.5828 0.1345 0.0945 3.7391 10 0.6756 8.1109 33.8814 1.4802 12.0061 0.1233 0.0833 4.1773 11 0.6496 8.7605 40.3772 1.5395 13.4864 0.1141 0.0741 4.6090 } 2 0.6246 9.3851 47.2477 1.6010 15.0258 0.1066 0.0666 5.0343 13 0.6006 9.9856 54.4546 1.6651 16.6268 0.1001 0.0601 5.4533 14 0.5775 10.5631 61.9618 1.7317 18.2919 0.0947 0.0547 5.8659 15 0.5553 11.1184 69.7355 1.8009 20.0236 0.0899 0.0449 6.2721 16 0.5334 11.6523 77.7441 1.8730 21.8245 0.0858 0.0458 6.6720 - 17 0.5134 12.1657 85.9581 1.9479 23.6975 0.0822 0.0422 7.0656 18 0.4935 12.6593 94.3498 2.0258 25.6454 0.0790 0.0390 7.4530 19 0.4746 13.1339 102.8933 2.1068 27.6712 0.0761 0.4361 7.8342 .90 0.4564 13.5903 111.5647 jmffjui 29.7781 0.0736 0.0336 8.2091 21 0.4388 14.0292 120.3414 2.2788 31.9692 0.0713 0.0313 8.5779 22 0.4220 14.4511 129.2024 2.3699 34.2480 0.0692 0.0292 8.9407 - 23 0.4057 14.8568 138.1284 2.4647 36.6179 0.0673 0,0273 9.2973 24 0.3901 15.2470 147.1012 2.5633 39.0826 0.0656 0.0256 9.6479 25 0.3751 15.6221 156.1040 2.6658 41.6459 0.0640 0.0240 9.9925 30 0.3083 17.2920 201.0618 3.2434 56.0849 0.0578 0.0118 11.6274 40 0.2083 19.7928 286.5303 ~ 4.8010 95.0255 0.0505 0.0105 14.4765 50 0.1407 21.4822 361.1638 7.1067 152.6671 0.0466 0.0066 16.8122 60 0.0951 22.6235 422.9966 10.5196 237.9907 0.0442 0.0042 18.6972 100 0.0198 24.5050 563.1 Z49 50.5049 1,237.6237 0.0408 0.0008 24.9800 . ~ Factor Table - i = 6.00 % ~ , . ' _ . ~ . : . ...........r . . . ~ ..,.:r::~. : . . ~ : . r....... . . . . . . . . . . , F A:~:=::=:=:::,: : ~ P.: : ~l~G - P A..::.:. ::.:::~~::P .G.. ....,..,.F/P. . r::~.. / ~a./...: . . . . . . ..h.. ..::.:.,-..n.:~.:.:.::. ;.:.:P./F ::y:.,.:r......... . . . . . . . . . . . . . . . . . . , 1~ 0.4434 0.4434 0.0000 1.0600 1.0004 1.0600 1.0000 0.0000 2 0.8900 1.8334 0.8900 1.1236 2.0600 0.5454 0.4854 0.4854 3 0.8396 2.6730 2.5692 1.1910 3.1836 0.3741 0.3141 0.9612 4 0.7921 3.4651 4.9455 1.2625 4.3746 0.2886 0.2286 1.4272 5 0.7473 4.2124 7.9345 1.3382 5.6371 0.2374 0.1774 1.8836 6 0.7050 4.9173 11.4594 1.4185 6.9153 0.2034 0.1434 2.3304 7 0.6651 5.5824 15.4497 1.5036 8.3938 0.1791 0.1191 2.7676 8 0.6274 6.2098 19.8416 1.5938 9.8915 0.1610 0.1010 3.1952 ~ 9 0.5919 6.8017 24.5768 1.6895 11.4913 0.1470 0.0870 3.6133 10 0.5584 7.3601 29.6023 1.7903 13.1803 0.1359 0.0759 4.0220 ~ 11 0.5268 7.8869 34.8702 1.8983 14.9716 0.1268 0.0668 4.4213 ~ 12 0.4470 8.3838 40.3369 2.0122 16.8699 0.1143 0.0593 4.8113 13 0.4688 8.8527 45.9629 2.1329 18.8821 0.1130 0.0530 5.1920 ~ 14 0.4423 9.2950 51.7128 2.2609 21.0151 0.1076L 0.0416 5.5635 15 0.4173 9.7122 57.5546 2.3966 23.2760 0.1030 0.0430 ' 5.9260 16 0.3936 10.1059 63.4592 2.5404 25.6725 0.0990 0.0390 6.2744 17 0.3714 10.4773 69.4011 2.6928 28.2129 0.0954 0.0354 6.6240 18 0.3505 10.8276 75.3569 2.8543 30.9057 0.0924 0.0324 6.9597 19 0.3305 11.1581 81.3062 3.0256 33.1600 0.0896 0.0296 7.2867 IM, 0.3118 11.4699 87.2304 3.2071 36.7856 0.0872 4OMDIM. 7.6051 21 0.2942 11.7641 93.1136 3.3996 39.9927 0.0850 0.0250 7.9151 22 0.2775 12.0416 98.9412 3.6035 43.3423 0.0830 0.0230 8.2166 23 0.2618 12.3034 104.7007 3.8197 46.9958 0.0813 0.0213 8.5099 24 0.2470 12.5504 110.3812 4.0489 50.8156 0.0797 0.0197 8.7951 . 25 0.2330 12.7834 115.9732 4.4919 54.8645 0.0782 0.0182 9•0722 30 0.1741 13.7648 142.3588 5.7435 79.0582 0.0726 0.0126 10.3422 _ 40 ~ 0.0972 15.0463 185.4568 10.2851 154.7620 0.0665 0.0065 12.3590 50 0.0543 15.7619 211,4574 18.4202 290.3354 0.0634 0.0034 13.7964 60 0.0303 16.1614 239.0428 32.9877 533.1282 0.0619 0.0019 14.7909 100 0.0029 16.6175 274.0471 339.3021 ` 5,638.3681 0.0602 0.0002 16.3711 ~ . ?7 . y . - ' . ' ~ _ . ~w Taylor En igneermg, Inc. i a v Civil Design and Land Planning Principais: Perry M. Taylnr, P.E. Stunley R. Stirling Mark A. Arotu•otr, P.E. Duvid C. Larse►t, P.E. May 31, 2000 Associates: Mr. Bill Hemmings, P.E. s`°"M. BusCh, PE. Frank R. /de, AS1A Spokane County Public Works Rotucld G. Pace, P.E. Division of Engineering and Roads W. 1026 Broadway Chief Financial Officer: Spokane, WA 99260 Edwirt G. Wag►zild RE: Drainage Report for Turtle Creek Third Addition Spokane, Washington Dear Bill: Attached is the report and supporting calculations for the above referenced project. The procedures outlined in Spokane County's "Guidelines for Stormwater Management" were used for this analysis. The following sections are included for your review: , Project Description Methodology Soils Topographic Data Rainfall Data Methods of Runoff Control Methods of Storage, Treatment, and Disposal Remarks Following your review, we would be happy to answer any questions you may have regarding this report. Sincerely, TAYLOR ENGI ERING, INC. e ~~~CN Darin Moore, P.E. Project Engineer Enclosure cc: Rich Dahm . ` R DLM/00-036/Cover.doc 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 / E-MAIL mailroom@taylorengr.com DRAINAGE REPORT FOR TURTLE CREEK THIRD ADDITION Prepared: May 31, 2000 By,, Darin Moore, P.E. - ~ wAS~O ~ - ~ . 36603 ~ EXPIRES 06-10-Az-' ~ • "The design improvements shown in this set of plans and calculations conform to the applicable editions of the Spokane County Standards for Road and Sewer Construction and the Spokane County Guidelines for Stormwater Management. All design deviarions have been approved by the Spokane Counry Engineer. I approve these plans for construction. " TAYLOR ENGINEERING, INC. W. 106 Mission, Suite 206 Spokane, Washington 99201. (509) 328-3371 TABLE OF CONTENTS Project Description Page 1 Methodology . . . . . . . . . . . . . . . Page 1 Soils Page 1-2 Topographic Data . . . . . . . . Page 2 Rainfall Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2 Methods of Runoff Control Page 2 Methods of Storage, Treatment, and Disposal Page 2-3 Remarks Page 3 ~ ATTACHMENTS «A„ : Vicinity Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 4 «B": Soils Map Page 5 " C" : Rational Method and Bowstring Computations . . . . . . . . . . . . . . . . . . . . . . Pages 6-21 «D» : Basin Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pages 22-23 Road and Drainage Plans Attached Drainage Report For Turtle Creek Third Addition Project Description: Turtle Creek is a single-family residential development located near 8`h Avenue and Barker Road, in the Spokane Valley. Please see Attachment "A" for a vicinity map. This Third Addition is the last phase for Turtle Creek, providing 52 additional lots. It will cover approximately 21 acres of an existing unoccupied field. It is located directly east of Second Addition, south of First Addition, and west of Barker Road in Section 19, Township 25 N., Range 45 E. The typical interior road section will be asphalt with a concrete rolled curb and no sidewalks, measuring 36' in width. One 24' wide internal private road will be constructed to serve 11 lots. All lots will be served with Spokane Counry sewer and Consolidated Irrigation District water. Methodology: The procedures outlined in the "Guidelines for Stormwater Management" (GSM), as published by Spokane County were followed for this analysis. The Rational Method was used with a 10- year return frequency for on-site drainage. Due to physical site constraints, no off-site drainage will flow on-site. Since this project is located within the "Aquifer Sensitive Area", the runoff generated on-site will be treated prior to disposal. Site runoff will sheet flow toward the rolled curbs, be carried to the swales, and deposited into the drywells for disposal. Soils Soils are classified as GgA - Garrison gravelly loam, GmB - Garrison very gravelly loam, and PoA - Peone silt loam, in accordance with the "Soil Survey, Spokane County Washington, 1968". See Soils Map, Attachment "B". GgA - Garrison gravelly loam; 0 to 5% slopes; Gravelly, medium textured, somewhat excessively drained soils. GmB - Garrison very gravelly loam; 0 to 8% slopes; Very gravelly, medium textured, somewhat excessively drained soils. PoA - Peone silt loam; drained; 0 to 5% slopes; somewhat poorly drained, medium textured alluvial soil located along intermittent and perennial streams. Drainage Report for Turtle Creek Third Addition May, 2000 Page 1 Garrison soils are approved for drywell use per the GSM. Two shallow drywells will be installed near the creek in an area that may include some Peone soils. However, if the in-situ soils cause these two drywells to release runoff at a rate less than the design rate of 0.3 cfs, excess stormwater will simply pond and eventually overflow into the creek. Topographic Data: There is an east-west ridge across the middle of the site. The south half of the site slopes north to south with grades varying from 2% to 20 The north half of the site slopes from south to north with grades varying from 2% to 10 See Attachment " D" for the existing ground contours. Rainfall Data: The rainfall intensity data used in this analysis was taken from Figure 2, page 6-3 of GSM. A 10-year event produced an intensity of 3.18 in/hr for durations less than 5 minutes. Methods of Runoff Control: The runoff generated from the new improvements will be contained within eight basins on-site and two off-site basins from the Second Addition. For a detailed description of the off-site basins 2F and 2E, please see the drainage analysis completed by CLC Associates in September of 1997. That report demonstrates that a portion of the Third Addition runoff is taken into account in the large Second Addition pond. A section of the basin map from Second Addition is included in Attachment " D" . Runoff will sheet flow across the proposed roadways and into the swales. Spokane County Standard Type " 1" inlets will pass the runoff into the swale through the rolled curbing. Methods of Storage, Treatment, and Disposal: This project is located within the "Aquifer Sensitive Area". Therefore, sodded drainage swales will be installed to provide for treatment of the first '/z" of runoff that falls on the asphalt. The swale treatment area required at a 6" depth is provided in the bottom area of the drainage swales. Three to one (3:1) sideslopes have been used on the swales with a minimum one foot overall depth. Storage calculations were performed using the Bowstring Method. Spokane County Standard Type "A" and "B" Drywells have been used within each new basin. In conformance with Spokane County Standards, a Type "A" drywell will dispose of 0.3 cfs, while a Type "B" Drywell will dispose of 1.0 cfs. Drainage Report for Turtle Creek Third Addition May, 2000 Page 2 The following chart summarizes the eight on-site drainage basins: Basin: Developed Rate (cfs) ~ Drywells Provided Volume Req. (c fl Volume Prov. (c fl 3A 1.52 (1) "B" 928 1000 3B ~I 0.17 (1) "B" 206 210 3C 0.86 (1) "B" 478 480 3D 1.5 ~ (1) "B" 294 300 3E 0.91 ~ (1) "B" 219 225 3F 0.83 ~ (1) "B" 199 200 3G 1.4 ~ (1) "B" 388 400 3H 3.52 ~ (2) "A" 857 1250 Remarks: The above described stormwater system will provide the necessary methods and structures as outlined in GSM to control runoff for Turtle Creek Third Addition. a Drainage Report for Turtle Creek Third Addition May, 2000 Page 3 Attachments . InC• . ~ l~r En.gineera ga~ng . t~ ~ T aY and ~n yjSS, aA civil _ D ~ lgen 6liing~n 99201 g224 • , gpok 3371 FAX (5QS) (549) 328- • ' . 9• ~ 'l 1 n Tt~i~Park 5-~- a ~ e ~ ~ ;n X~ ' • ' ' Q o ~ • " ' • . ~ \ • • ~~c ° ~ 020 , i.Jn . . o.'• • r fZ , o • ~ ~m A- V~: ~1173P, ' ~ Z5 NEf2N ~~~;~fr.•t ~i . ~ a. ~ . ~ SM . , 2037 ~ ~•~~~a ~ J OFi~ N ~ ° ' . . ~ : I ( ~ aMlSSlo ,-rr : • ~ ~~~r~ _ ~ ~ , i • . . , ~ ~ : . : • . 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Y . {„~r 'v~! ~~!'~~~~Y'"~4.~'~S,a-kr~ •t' _;•'~'.y~i ~5 '•i:. ' ~ - ~ , ' ;~.~:s_~.;;'~*Y~a-~,~i,~w'a 4 Yr J;.. • ~ . e " - , ^ .t • • QeA ! 1•~ ~sj~~L'~' i ~ s8 PsA poA i, ~~.~-rt: ~'Z , 13 : • t: . ~~Gt '~i ~ • ' .~,,.J.:s:.,.., , j .,~`a ' •~..~F'~ ~.s~• ` ` ~ ~ R :j-1 t , ;ys:!~;~~:°1 ~ , ' ' ' • . . ~V`}G ~ _ . ~►•)-,`;'.s~ + . a~~, •y r f,' _ r ~ ~u. ~(.~r • •j,~:i••~ ,`.~.e.~ i 'N ~ ~ - - , . PSB . : • o r', • ';r; ~ f J ' hA~~.~~c ~„s . - . . . •r`, t a• .Y` -~`3PeA~~ i• ~ , ' . ~v , • ~ i ° , : , jP~wr•y,~•~ `r. . •~CV~ .--t y, • . =''t' ~ ' .fit~'~. • ~ • _ (ZO n• Z~ ~ , fj SA„ _Ii~ ,~»~~;u4 L' ` B V ~t"i♦ ~ / ' Jf+ ~OT - ~ ~ ~ . Rational Method And Bowstring Computations Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDIT[ON STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3A . , (2) (3) (4) TYPE OF SURFACE _ SQUARE FOOTAGE RUNOFF COEFF. (2 x 3) ASPHALT 11,141.00 0.90 10,026.90 ROOF 6,738.00 0.90 6,064.20 OPEN SPACE 23,808.00 0.20 4,761.60 TOTALS 41,687.00 20,852.70 TOTAL AREA (AC): 0.96 DEVELOPED "C" = 0.50 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 1.52 C.F.S. ASPHALT ONLY: 0.73 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 464 CUBIC FEET . 928 Square feet @ 6" depth SWALE VOLUME PROVIDED: 500 CUBIC FEET OF STORAGE 1,000 Square feet @ 6" depth ~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 ' PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3A Time Increment (min.) ~ 5.00 Time of Concentration (min.) 5.00 Outflow (cfs) 1.00 1-Double Depth Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.96 Developed "C" factor ~ 0.50 #1. - #2 #3 #4 . #5 . #6'. 'Time inc. *Time -inc. . Intensity "Q" dev."V" in "V" out Storage . . (min.). . (sec.) . , (min.) (c.f.s.) (cu. ft.) . . (cu. ft.) ; .(cu. ft.) ' .(#1 * 60) ' . (A * C * #3) (see below) (outflow*#2) (#5 - #6) 5 300 3.18 1.52 612 300 312 10 600 2.24 1.07 753 600 153 15 900 1.77 0.85 849 900 -51 20 1200 1.45 0.69 904 1200 -296 25 1500 1.21 0.58 928 1500 -572 30 1800 1.04 0.50 947 1800 -853 35 2100 0.91 0.44 959 2100 -1141 40 2400 0.82 0.39 982 2400 -1418 45 2700 0.74 0.35 993 2700 -1707 50 3000 0.68 0.33 1010 3000 -1990 55 3300 0.64 0.31 1042 3300 -2258 60 3600 0.61 0.29 1081 3600 -2519 65 3900 0.60 0.29 1149 3900 -2751 70 4200 0.58 0.28 1194 4200 -3006 75 4500 0.56 0.27 1234 4500 -3266 80 4800 0.53 0.25 1244 4800 -3556 85 5100 0.52 0.25 1295 5100 -3805 90 5400 0.50 0.24 1317 5400 -4083 95 5700 0.49 0.23 1361 5700 -4339 100 6000 0.48 0.23 1402 6000 -4598 500 CUBIC FEET PROVIDED "V"in=(1.34*Qdev."t) fort<Tc "V" in =(Q dev. " t+.34 * Q dev. " Tc) for t> Tc ~ Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3B C2,- . . (3) . `4' TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. (2 x 3) ASPHALT 2,466.00 0.90 2,219.40 ROOF 0.00 0.90 0.00 OPEN SPACE 775.00 0.20 155.00 TOTALS 3,241.00 2,374.40 TOTAL AREA (AC): 0.07 DEVELOPED "C" = 0.73 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.17 C.F.S. ASPHALT ONLY: 0.16 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 103 CUBIC FEET . 206 Square feet @ 6" depth SWALE VOLUME PROVIDED: 105 CUBIC FEET OF STORAGE 210 Square feet @ 6" depth* ~ : 7 , . _ L _ ~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3B Time Increment (min.) 5.00 Time of Concentration (min.) 5.00 Outflow (cfs) ~ 1.00 1-Double Depfh Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.07 Developed "C" factor ~ 0.73 #1 - - #2 #3 #4 #5 . #6 . #7 ' . Time inc. Time inc. Intensity nQ dev. nV. oi i n . nVn .out. Storage ..(min.) (sec.): (min.) . (c.f.s.) (cu., ft.) . . '-'(cu. ft.)' _--(cu.ft:}_ . ' (#1 * 60). (A * C * #3) (see below) (outflow*#2) (#5 -.#6) ' 5 300 3.18 0.17 70 300 -230 10 600 2.24 0.12 86 600 -514 15 900 1.77 0.10 97 900 -803 20 1200 1.45 0.08 103 1200 -1097 25 1500 1.21 0.07 106 1500 -1394 30 1800 1.04 0.06 108 1800 -1692 35 2100 0.91 0.05 109 2100 -1991 40 2400 0.82 0.04 112 2400 -2288 45 2700 0.74 0.04 113 2700 -2587 50 3000 0.68 0.04 115 3000 -2885 55 3300 0.64 0.03 119 3300 -3181 60 3600 0.61 0.03 123 3600 -3477 65 3900 0.60 0.03 131 ' 3900 -3769 70 4200 0.58 0.03 136 4200 -4064 75 4500 0.56 0.03 140 4500 -4360 80 4800 0.53 0.03 142 4800 -4658 85 5100 0.52 0.03 147 5100 -4953 90 5400 0.50 0.03 150 5400 -5250 95 5700 0.49 0.03 155 5700 -5545 100 6000 0.48 0.03 160, 6000 -5840 105 CUBIC FEET PROVIDED "V"in=(1.34*Qdev.*t) fort<Tc "V" in =(Q dev. " t+.34 * Q dev. * Tc) for t> Tc ~ Taylor Engineering, lnc. RATIONAL METHOD W. 106 Mission Ave. CALCULATtONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3C . . (2) (3), (4). TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. . (2 x 3) ASPHALT 5,739.00 0.90 5,165.10 ROOF 3,850.00 0.90 3,465.00 OPEN SPACE 15,912.00 0.20 3,182.40 TOTALS 25,501.001 11,812.50 TOTAL AREA (AC): 0.59 DEVELOPED "C" = 0.46 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.86 C.F.S. ASPHALT ONLY: 0.38 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 239 CUBIC FEET 478 Square feet @ 6" depth SWALE VOLUME PROVIDED: 240 CUBIC FEET OF STORAGE 480 Square feet @ 6" depth* t a07 ~ F FRdA.~ lb 1~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3C Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.59 Developed "C" factor ~ 0.46 #1 . #2 . #3 #4 , #5 . #6 . #7 Time inc. ' Time inc. Intensity. "Q" dev. ."1/" in ."V" out. , Storage (min.) (sec.) (min.) . (c.f.s.) . (cu. ft.) (cu. ft.)-' (cu. ft.)- - . (#1 * 60) (A * C * #3) (see below) (outflow*#2) . (#5 = #6)- 5 300 3.18 0.86 347 300 47 10 600 2.24 0.61 426 600 -174 15 900 1.77 0.48 481 900 -419 20 1200 1.45 0.39 512 1200 -688 25 1500 1.21 0.33 526 1500 -974 30 1800 1.04 0.28 536 1800 -1264 35 2100 0.91 0.25 543 2100 -1557 40 2400 0.82 0.22 556 2400 -1844 45 2700 0.74 0.20 562 2700 -2138 50 3000 0.68 0.18 572 3000 -2428 55 3300 0.64 0.17 590 3300 -2710 60 3600 0.61 0.17 612 3600 -2988 65 3900 0.60 0.16 651 3900 -3249 70 4200 0.58 0.16 677 4200 -3523 75 4500 0.56 0.15 699 4500 -3801 80 4800 0.53 0.14 705 4800 -4095 85 5100 0.52 0.14 734 5100 -4366 90 5400 0.50 0.14 746 5400 -4654 95 5700 0.49 0.13 771 5700 -4929 100 6000 0.48 0.13 794 6000 -5206 240 CUBIC FEET PROVIDED ~ "V" in =(1.34 * Q dev. * t) for t< Tc "V"in=(Qdev.*t+.34*Qdev.*Tc) fort>Tc Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3D . . . . ' (2) (3) . (4) . ' TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. _(2 x 3) ASPHALT 7,058.00 0.90 6,352.20 ROOF 6,738.00 0.90 6,064.20 OPEN SPACE 40,526.00 0.20 8,105.20 TOTALS 54,322.00 I 20,521.60 TOTAL AREA (AC): 1.25 DEVELOPED "C" = 0.38 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 1.50 C.F.S. ASPHALT ONLY: 0.46 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 294 CUBIC FEET . 588 Square feet @ 6" depth • SWALE VOLUME PROVIDED: 300 CUBIC FEET OF STORAGE 600 Square feet @ 6" depth* Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3D Time lncrement (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell ' Design year flow (yr.) ~ 10 Area (acres) ~ 1.25 Developed "C" factor ~ 0.38 #1 #2 ' #3 #4 #5 ' '#fi #7 : Time inc. Time inc.. Intensity "Q" dev: "V" in,- "V" out Storage (min.) (sec.) (min.) (c.f.s.) (cu. ft.) (cu: ft.).' .(cu., ft.) . - (#1 * 60) (A * C * #3) (see below) (outflow*#2) (#5 46) 5 300 3.18 1.50 602 300 302 10 600 2.24 1.06 741 600 141 15 900 1.77 0.83 836 900 -64 20 1200 1.45 0.68 889 1200 -311 25 1500 1.21 0.57 913 1500 -587 30 1800 1.04 0.49 932 1800 -868 35 2100 0.91 0.43 944 2100 -1156 40 2400 0.82 0.39 967 2400 -1433 45 2700 0.74 0.35 977 2700 -1723 50 3000 0.68 0.32 994 3000 -2006 55 3300 0.64 0.30 1026 3300 -2274 60 3600 0.61 0.29 1064 3600 -2536 65 3900 0.60 0.28 1131 3900 -2769 70 4200 0.58 0.27 1175 4200 -3025 75 4500 0.56 0.26 1214 4500 -3286 80 4800 0.53 0.25 1224 4800 -3576 85 5100 0.52 0.24 1274 5100 -3826 90 5400 0.50 0.24 1296 5400 -4104 95 5700 0.49 0.23 1339 5700 -4361 100 6000 0.48 0.23 1380 6000 -4620 300 CUBIC FEET PROVIDED -"V" in =(1.34 Q dev. * t) for t_< Tc "V"in=(Qdev.*t+.34*Qdev.*Tc) fort>Tc Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 . PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3E . (2) (3) (4) TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. (2 x 3)'- . ASPHALT 5,253.00 0.90 4,727.70 ROOF 3,850.00 0.90 3,465.00 OPEN SPACE 21,223.00 0.20 4,244.60 TOTALS 30,326.001 12,437.30 TOTAL AREA (AC): 0.70 DEVELOPED "C" = 0.41 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.91 C.F.S. ASPHALT ONLY: 0.35 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 219 CUBIC FEET - 438 Square feet @ 6" depth SWALE VOLUME PROVIDED: 225 CUBIC FEET OF STORAGE 450 Square feet @ 6" depth* f 14 Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3E Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell . Design year flow (yr.) ~ 10 Area (acres) ~ 0.70 Developed "C" factor ~ 0.41 . #1 : #2 #3 #4 #5 #6 ' #7. , ; Time inc.. Time inc, Intensity "Q" dev.. "V" in out* , Storage, - _(min.):. : (sec.) (min.), (c.f.s.) . (cu. ft.) _ (cu. ft:) (cu. ft.) ' . (#1 * 60) (A * C #3) (see below) (outflow*#2) -(#5 - #6) 5 300 3.18 0.91 365 300 65 10 600 2.24 0.64 449 600 -151 15 900 1.77 0.51 506 900 -394 20 1200 1.45 0.41 539 1200 -661 25 1500 1.21 0.35 553 1500 -947 30 1800 1.04 0.30 565 1800 -1235 35 2100 0.91 0.26 572 2100 -1528 40 2400 0.82 0.23 586 2400 -1814 45 2700 0.74 0.21 592 2700 -2108 50 3000 0.68 0.19 602 3000 -2398 55 3300 0.64 0.18 622 3300 -2678 60 3600 0.61 0.17 645 3600 -2955 65 3900 0.60 0.17 686 3900 -3214 70 4200 0.58 0.17 712 4200 -3488 75 4500 0.56 0.16 736 4500 -3764 80 4800 0.53 0.15 742 4800 -4058 85 5100 0.52 0.15 772 5100 -4328 90 5400 0.50 0.14 785 5400 -4615 95 5700 0.49 0.14 812 5700 -4888 100 6000 0.48 0.14 836 6000 -5164 ` 225 CUBIC FEET PROVIDED "V"in=(1.34*Qdev.*t) fort<Tc "V" in =(Q dev. * t+.34 Q dev. * Tc) for t> Tc iS Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3F . (2) , . (3) C4, TYPE OF SURFACE ' . SQUARE FOOTAGE RUNOFF COEFF. (2 x 3) ASPHALT 4,767.00 0.90 4,290.30 ROOF 3,850.00 0.90 3,465.00 OPEN SPACE 17,987.00 0.20 3,597.40 TOTALS I 26,604.00 11,352.70 TOTAL AREA (AC): 0.61 DEVELOPED "C" = 0.43 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):("t) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.83 C.F.S. ASPHALT ONLY: 0.31 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") . 199 CUBIC FEET 397 Square feet @ 6" depth SWALE VOLUME PROVIDED: 200 CUBIC FEET OF STORAGE 400 Square feet @ 6" depth* ~t~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3F Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.61 Developed "C" factor ~ 0.43 #1 - #2 #3. #4 #5 - -#6 - : #7 ._Time inc.. Time inc. Intensity "Q" dev. _"V" in out Storage = (min.) (sec.) (min.) (c.f.s.), (cu. ft.) ' . (cu. ft.) ' ,(cu. ft.) (#1 * 60) (A * C * #3) (see below) (outflow*#2) (#5 - #fi) _ 5 300 3.18 0.83 333 300 33 10 600 2.24 0.58 410 600 -190 15 900 1.77 0.46 462 900 -438 20 1200 1.45 0.38 492 1200 -708 25 1500 1.21 0.32 505 1500 -995 30 1800 1.04 0.27 516 1800 -1284 35 2100 0.91 0.24 522 2100 -1578 40 2400 0.82 0.21 535 2400 -1865 45 2700 0.74 0.19 540 2700 -2160 50 3000 0.68 0.18 550 3000 -2450 55 3300 0.64 0.17 567 3300 -2733 60 3600 0.61 0.16 589 3600 -3011 65 3900 0.60 0.16 626 3900 -3274 70 4200 0.58 0.15 650 4200 -3550 75 4500 0.56 0.15 672 4500 -3828 80 4800 0.53 0.14 677 4800 -4123 85 5100 0.52 0.14 705 5100 -4395 90 5400 0.50 0.13 717 5400 -4683 95 5700 0.49 0.13 741 5700 -4959 100 6000 0.48 0.13 763 6000 -5237 200 CUBIC FEET PROVIDED "V"in=(1.34*Qdev.''t) fort<Tc "V" in =(Q dev. * t+.34 * Q dev. Tc) for t> Tc 1-7 Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3G . (2) (3) (4) TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. '(2 x 3) ASPHALT 9,320.00 0.90 8,388.00 ROOF 5,775.00 0.90 5,197.50 OPEN SPACE 28,172.00 0.20 , 5,634.40 TOTALS ~ 43,267,00 19,219.90 TOTAL AREA (AC): 0.99 DEVELOPED "C" = 0.44 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 1.40 C.F.S. ASPHALT ONLY: 0.61 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/200) 388 CUBIC FEET • 777 Square feet @ 6" depth SWALE VOLUME PROVIDED: 400 CUBIC FEET OF STORAGE 800 Square feet @ 6" depth* Taylor Engineering, Inc. BOWSTRiNG MET.HOD W. 106 fVlission Ave. DETENTIQN BASIN ST0RAGE . Spo9cane, INA. 99201 PROJECT; T.C. THIR[] ADDlTION STDRM: 10 ❑esfgned: DLM Dafe: 12-May-00 BAS I fV : 3G Time jncfement (min.) j 5.00 Tirne of Concentration (min.) 5.00 Outflow (cfs) ~ 1.00 1-Double Dep#h Drywell Design year tlaw (yr,) 10 Area (acres) 0.99 Developed "C" factvr ~ 0.44 , -#1 . . .#2 #3. - - #4 #5 " . #7. . ' - , , ~n „11„ ,.Time-inc. Tirne, inc. lnter~sEty_. Q der~. I~11 . aut =Storage. : , (rnin.y (sec.) (min.). (c.f:s.) - '(cu. ft.)- (cu.ft.)-- : .(cu: ft.); (#1 * 60) . . {A * C * #3} (see below) (ou#flovwr*#2) (#5 46) 5 300 3.18 1,40 564 300 264 10 600 2.24 0.99 694 soa 94 15 900 1.77 0.78 783 900 -117 20 1200 1.45 (}.64 833 1200 -367 25 1500 1.21 0.53 855 1500 =645 30 1800 1.04 0.46 873 1800 -927 35 2100 0.91 0.40 884 2100 -1216 40 2400 0.82 0.36 905 2400 -1495 45 2700 0.74 0.33 915 2700 -1785 50 3000 0.68 0.30 931 3400 -2069 55 3300 0.64 0.28 961 3300 -2339 60 3600 0.61 0.27 996 3600 -2604 65 3500 0.60 0.26 9059 3900 -2841 70 4200 0.58 0.26 1101 4200 -3099 75 4500 0.56 0.25 1 137 4504 -3363 80 4800 0.53 0.23 1146 4800 -3654 85 5100 0.52 0.23 1194 5100 -3906 90 5400 0.50 0.22 1214 5400 -4186 95 5700 0.49 022 1254 5700 -4446 100 6000 0.48 0.21 1292 6000 -4708 404 CUBIC FEE7 PRD1lIDED °Vi} in = (1.34 'C) dev. * t} for t s Tc "Il"in={Qdev.*t+.34*Qdev.*TO fort> Tc Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. ~ CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3H ' . (2) ~ (3) (4) TYPE OF SURFACE SQUARE FOOTAGE . RUNOFF COEFF. .(2 x 3) ASPHALT 20,564.00 0.90 18,507.60 ROOF 9,625.00 0.90 8,662.50 OPEN SPACE 105,176.00 0.20 21,035.20 TOTALS 135,365.001 48,205.30 TOTAL AREA (AC): 3.11 DEVELOPED "C" = 0.36 TIME OF CONCENTRATION (MIN.); LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 3.52 C.F.S. ASPHALT ONLY: 1.35 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 857 CUBIC FEET . 1,714 Square feet @ 6" depth SWALE VOLUME PROVIDED: . 1,250 CUBIC FEET OF STORAGE 2,500 Square feet @ 6" depth* ~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 . PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3H Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 0.60 2-Single Depth Drywells Design year flow (yr.) ~ 10 Area (acres) ~ 3.11 Developed "C" factor ~ 0.36 . #1 #2 . : _ #3 #4 45 #6 Time inc. Time inc. Intensity- "Q" dev. _"V" in "V" out' - Storage_ .(min.) : (sec.) (min.) - (c.f.s.): . (cu. (cu. ft.) - (cu. ft.) - • . (#1 60) _(A * C " #3) (see below) (outflow*#2) , '(#5 • #6) 5 300 3.18 3.52 1415 180 1235 10 600 2.24 2.48 1740 360 1380 15 900 1.77 1.96 1963 540 1423 20 1200 1.45 1.60 2089 720 1369 25 1500 1.21 1.34 2145 900 1245 30 1800 1.04 1.15 2189 1080 1109 35 2100 0.91 1.01 2218 1260 958 40 2400 0.82 0.91 2270 1440 830 45 2700 0.74 0.82 2295 1620 675 50 3000 0.68 0.75 2334 1800 534 55 3300 0.64 0.71 2409 1980 429 60 3600 0.61 0.68 2499 2160 339 65 3900 0.60 0.66 2657 2340 317 70 4200 0.58 0.64 2761 2520 241 75 4500 0.56 0.62 2852 2700 152 80 4800 0.53 0.59 2875 2880 -5 85 5100 0.52 0.58 2994 3060 -66 90 5400 0.50 0.55 3044 3240 -196 95 5700 0.49 0.54 3146 3420 -274 100 6000 0.48 0.53 3241 3600 -359 1250 CUBIC FEET PROVIDED "V" in =(1.34 * Q dev. * t) for t< Tc "V"in=(Qdev.*t+.34*Qdev.*Tc) fort>Tc 2-1 Attachment "D" Basin Maps - ~ ~ L~~ ~ ~ \ \ . , ~ ~ ~ ~ ~ ~,j ~ 1 1 U"l~--~ ► \ , I ( / I~ ~ N Pj N ► ~ ' l ~t ' --j ~ - - I ~ U- i C j ~ I . ~ ~ I ' , t ! ~ ~ I I I ~ 1 I i I ~ i f ~ ir ~ I I ~ I ~I I I ~ `~f~is,~'ni`rT 'i~►~~1~ I I I ~ d ~ ~A ti iV pi-- ~ a~• ~ ~ ~ ~ ~ f ~i I['A~AAI~' ~A ~ ~ ~ , ~ ~ ~ ~ ~ L~vl""11 Y I i T ~ t~ I I ~ I ~I ~ l I I I 1 I I , i i ~ i _ E i ~ i , ~ D ~ ~ ~ , ~ ~ ~ ~ i ~ I ~ ~ I ~ ~ ~ 5 , ,~i ~ , ~ _ ~ ~ ~ ~ ~ ~ ~ 5, o~ o ~ ~ ~ t~ 6~ ~ 1~ I E I E ~ I It I ~ '1 I I ~ I I I I ~ t ' I I~ U~.~~~ ~ ~ ~ _ - - I I t .e~ ,~..i.~„~~~ ~ ~ ~ ,w....~~__ .,.....~,_.s....._.,_,...,~~ _ .~~t ~ ~~...L L~._ ~r ~ ~r ~ ~F . , Z-m Y..-._~ . 1------~ 1 - - _ • ' ~ ~u` + . r , . 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David C Lursen, PE. May 31, 2000 Associaces: Mr. Bill Hemmings, P.E. sconM. aitscli, P.E. Frank R. lde, AS[A Spokane County Public Works Ronald G. Pace, P.E. Division of Engineering and Roads w. 1026 Broadway Chief Financial Officer: Spokane, WA 99260 Edivin C. Wagnild RE: Drainage Report for Turtle Creek Third Addition Spokane, Washington Dear Bill: Attached is the report and supporting calculations for the above referenced project. The procedures outlined in Spokane County's "Guidelines for Stormwater Management" were used for this analysis. The following sections are included for your review: - Project Description Methodology • Soils Topographic Data Rainfall Data Methods of Runoff Control Methods of Storage, Treatment, and Disposal Remarks Following your review, we would be happy to answer any questions you may have regarding this report. Sincerely, TAYLOR ENGI ERING, INC. Darin Moore, P.E. Project Engineer Enclosure cc : Rich D ahm ~ DLM/00-036/Cover.doc 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 / E-MAII mailroom@taylorengr.com DRAINAGE REPORT FOR TURTLE CREEK THIRD ADDITION Prepared: May 31, 2000 By: Darin Moore, P.E. ~,.4~-1o wASN o0 . 36603 ~NAL 1 AD EXPeRES 06-1 O- CO ~ "The design improvements shown in this set of plans and calculations conform to the applicable editions of the Spokane County Standards for Road and Sewer Construction and the Spokane County Guidelines for Stormwater Management. All design deviations have been approved by the Spokane County Engineer. I approve these plans for construction. " - TAYLOR ENGINEERING, INC. W. 106 Mission, Suite 206 Spokane, Washington 99201 (509) 328-3371 TABLE OF CONTENTS Project Description Page 1 Methodology . . . . . . . . . . . . . . . . Page 1 Soils Page 1-2 Topographic Data Page 2 Rainfall Data . . . . . . . . . . . . . . Page 2 Methods of Runoff Control Page 2 Methods of Storage, Treatment, and Disposal Page 2-3 Remarks Page 3 ~ ATTACHMENTS «A» : Vicinity Map . . . . . . . . . . . Page 4 «B„ : Soils Map Page 5 " C Rational Method and Bowstring Computations . . . . . . . . . . . . . . . . . . . . . . Pages 6-21 «D„ : Basin Map . . . . . . . . Pages 22-23 Road and Drainage Plans Attached Drainage Report For Turtle Creek Third Addition Project Description: T.irtle Creek is a single-family residential development located near 8' Avenue and Barker Road, in the Spokane Valley. Please see Attachment "A" for a vicinity map. This Third Addition is the last phase for Turtle Creek, providing 52 additional lots. It will cover approximately 21 acres of an existing unoccupied field. It is located directly east of Second Addition, south of First Addition, and west of Barker Road in Section 19, Township 25 N., Range 45 E. The typical interior road section will be asphalt with a concrete rolled curb and no sidewalks, measuring 36' in width. One 24' wide internal private road will be constructed to serve 11 lots. All lots will be served with Spokane County sewer and Consolidated Irrigation District water. Methodology: The procedures outlined in the "Guidelines for Stormwater Management" (GSM), as published by Spokane Counry were followed for this analysis. The Rational Method was used with a 10- year return frequency for on-site drainage. Due to physical site constraints, no off-site drainage will flow on-site. Since this project is located within the "Aquifer Sensitive Area", the runoff generated on-site will be treated prior to disposal. Site runoff will sheet flow toward the rolled curbs, be carried to the swales, and deposited into the drywells for disposal. Soils Soils are classified as GgA - Garrison gravelly loam, GmB - Garrison very gravelly loam, and PoA - Peone silt loam, in accordance with the "Soil Survey, Spokane County Washington, 1968". See Soils 1VIap, Attachment "B". GgA - Garrison gravelly loam; 0 to 5% slopes; Gravelly, medium textured, somewhat excessively drained soils. GmB - Garrison very gravelly loam; 0 to 8% slopes; Very gravelly, medium textured, somewhat excessively drained soils. PoA - Peone silt loam; drained; 0 to 5% slopes; somewhat poorly drained, medium textured alluvial soil located along intermittent and perennial streams. ~ Drainage Report for Turtle Creek Third Addition May, 2000 Page 1 Garrison soils are approved for drywell use per the GSM. Two shallow drywells will be installed near the creek in an area that may include some Peone soils. However, if the in-situ soils cause these two drywells to release runoff at a rate less than the design rate of 0.3 cfs, excess stormwater will simply pond and eventually overflow into the creek. Topographic Data: There is an east-west ridge across the middle of the site. The south half of the site slopes north to south with grades varying from 2% to 20 The north half of the site slopes from south to north with grades varying from 2% to 10 See Attachment " D" for the existing ground contours. Rainfall Data: The rainfall intensity data used in this analysis was taken from Figure 2, page 6-3 of GSM. A 10-year event produced an intensity of 3.18 in/hr for durations less than 5 minutes. Methods of Runoff Control: The runoff generated from the new improvements will be contained within eight basins on-site and two off-site basins from the Second Addition. For a detailed description of the off-site basins 2F and 2E, please see the drainage analysis completed by CLC Associates in September of 1997. That report demonstrates that a portion of the Third Addition runoff is taken into account in the large Second Addition pond. A section of the basin map from Second Addition is included in Attachment " D Runoff will sheet flow across -the proposed roadways and into the swales. Spokane County Standard Type " 1" inlets will pass the runoff into the swale through the rolled curbing. Methods of Storage, Treatment, and Disposal: This project is located within the "Aquifer Sensitive Area". Therefore, sodded drainage swales will be installed to provide for treatment of the first '/2" of runoff that falls on the asphalt. The swale treatment area required at a 6" depth is provided in the bottom area of the drainage swales. Three to one (3:1) sideslopes have been used on the swales with a minimum one foot overall depth. Storage calculations were performed using the Bowstring Method. Spokane County Standard Type "A" and "B" Drywells have been used within each new basin. In conformance with Spokane County Standards, a Type "A" drywell will dispose of 0.3 cfs, while a Type "B" Drywell will dispose of 1.0 cfs. Drainage Report for Turtle Creek Third Addition May, 2000 Page 2 The following chart summarizes the eight on-site drainage basins: Basin: ~ Developed Rate (cfs) I Drywells Provided ~ Volume Re q. (cf) Volume Prov. (c fl 3A 1.52 (1) "B" 928 1000 3B 0.17 (1) "B" 206 210 3C 0.86 (1) "B" 478 480 3D 1.5 ~ (1) "B" 294 300 3E 0.91 ~ (1) "B" 219 225 3F 0.83 ~ (1) "B" 199 200 3G 1.4 ~ (1) "B" 388 400 3H 3.52 ~ (2) "A" 857 1250 Remarks: The above described stormwater system will provide the necessary methods and structures as outlined in GSM to control runoff for Turtle Creek Third Addition. a Drainage Report for Turtle Creek Third Addition May, 2000 Page 3 . , ~ ~ , ' . r Y • , - . 1 . . . , ' • ~ - ' ' - . , ' i. . , . . ~ , ' ' , . ' • , ~ ' , r ~ _ ' - , • - . , , ~ . . ~ ; • ~ , ~ , ' 1 ~ _ ~ " ` ` . . , . ~ ' ~ i` . . . ' . ~ ' . ~ ~ • ~ " t, r ' ~ _ • ~ ' ' , - , , . _ • ' , ' • ' 1 ' _ , . ~ . ' , • . • , ~ ~ . ( • ' . Attachnierits. . . . . . - ~ . . . ~ . , . - . . - . . : ~ . . , , , : , . . . . . ~ . . ~ ~ . . , . - . . ~ . ' ' ~ 1 ~ . 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A..~:s~• ' ~ j ' .,Hn r- ~ a = ;'F' '~,:j • .t • _ ' e- ' - • • P56 ~ " , ° o: • ' ~ ~ ' •4 ''~pa;wr`~: ~~,r.t, Ra' ` .~C - • y~y ~~~;'.~'~PeA~ r~~ a ~ ~ • _ ' Y, l~~ r~ .~'1 µ ' *•.7L~~~". y:'~`~'4..'~'± A ..r y~y„JI'r•d.~ ~ at 1 ~ '~a'•` ~ ti • _ ~~,R. .`FsA/ • 4 s*rf ~ k ~~'yr•.~ ~ y ' ~ Bb8•~~`;~s • .1"~~ . ; . ~ B ►~-~t~I~EN . ATTAC Rational Method And Bowstring Computations Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3A . ,(2) . . (3) - (4) TYPE OF SURFACE . SQUARE FOOTAGE RUNOFF COEFF. (2*x 3) ASPHALT 11,141.00 0.90 10,026.90 ROOF 6,738.00 0.90 6,064.20 OPEN SPACE 23,808.00 0.20 4,761.60 TOTALS 41,687.00 20,852.70 TOTAL AREA (AC): 0.96 DEVELOPED "C" = 0.50 TIME OF CONCENTRATION (MIN.); LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 1.52 C.F.S. ASPHALT ONLY: 0.73 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") , 464 CUBIC FEET . . 928 Square feet @ 6" depth SWALE VOLUME PROVIDED: 500 CUBIC FEET OF STORAGE 1,000 Square feet @ 6" depth ~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDlT10N STORM: 10 Designed: DLM Date: 12-May-00 BAS1N : 3A Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ( 1.00 1-Double Depth Drywell - Design year flow (yr.) ( 10 Area (acres) ~ 0.96 Developed "C" factor ~ 0.50 . #1. 42 : #3 . .#4 , . . #5 , #6' #7 , • J . . . .Q~~ dev. .11V41in I ~ -V out Storage . ~Time inc.. Time inc. ..Intensity . (min.) .(sec.) . (min.) (c.f.s.) (cu: ft:) (cu. ft.) . (#1 * 60) ' (A * C * #3) (see below) (outflow*#2) (#5 = #6) 5 300 3.18 1.52 612 300 312 10 600 2.24 1.07 753 600 153 15 900 1.77 0.85 849 900 -51 20 1200 1.45 0.69 904 1200 -296 25 1500 1.21 0.58 928 1500 -572 30 1800 1.04 0.50 947 1800 -853 35 2100 0.91 0.44 959 2100 -1141 40 2400 0.82 0.39 982 2400 -1418 45 2700 0.74 0.35 993 2700 -1707 50 3000 0.68 0.33 1010 3000 -1990 55 3300 0.64 0.31 1042 3300 -2258 60 3600 0.61 0.29 1081 3600 -2519 65 3900 0.60 0.29 1149 3900 -2751 70 4200 0.58 0.28 1194 4200 -3006 75 4500 0.56 0.27 1234 4500 -3266 80 4800 0.53 0.25 1244 4800 -3556 85 5100 0.52 0.25 1295 5100 -3805 90 5400 0.50 0.24 1317 5400 -4083 95 5700 0.49 0.23 1361 5700 -4339 100 6000 0.48 0.23 1402 6000 -4598 500 CUBIC FEET PROVIDED "V"in={1.34*Qdev.*t) fort<Tc "V"in=(Qdev."t+.34*Qdev.*Tc) fort>Tc 7 Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 ' PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3B (2) (3) (4) TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. (2-x 3) ASPHALT 2,466.00 0.90 2,219.40 ROOF 0.00 0.90 0.00 OPEN SPACE 775.00 0.20 155.00 TOTALS 3,241.00 2,374.40 TOTAL AREA (AC): 0.07 DEVELOPED "C" = 0.73 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.17 C.F.S. ASPHALT ONLY: 0.16 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/211) 103 CUBIC FEET 206 Square feet @ 6" depth SWALE VOLUME PROVIDED: 105 CUBIC FEET OF STORAGE 210 Square feet @ 6" depth* - - ~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN ST4RAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3B Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.07 Developed "C" factor ~ 0.73 #1 • #2 #3 #4 #5 #6 . 47, Time inc. . Time inc. Intensity "Q" dev. "V"' in "V" .out, : . Storage ~ (min.) (sec.) (min.) (c.f.s.) . (cu. ft:). . ..Jcu. ft.)' .-(cu. (#1 * 60) , (A C * #3) (see below) (outflow*#2) (#5 - #6) - 5 300 3.18 0.17 70 300 -230 10 600 2.24 0.12 86 600 -514 15 900 1.77 0.10 97 900 -803 20 1200 1.45 0.08 103 1200 -1097 25 1500 1.21 0.07 106 1500 -1394 30 1800 1.04 0.06 108 1800 -1692 35 2100 0.91 0.05 109 2100 -1991 40 2400 0.82 0.04 112 2400 -2288 45 2700 0.74 0.04 113 2700 -2587 50 3000 0.68 0.04 115 3000 -2885 55 3300 0.64 0.03 119 3300 -3181 60 3600 0.61 0.03 123 3600 -3477 65 3900 0.60 0.03 131 3900 -3769 70 4200 0.58 0.03 136 4200 -4064 75 4500 0.56 0.03 140 4500 -4360 80 4800 0.53 0.03 142 4800 -4658 85 5100 0.52 0.03 147 5100 -4953 90 5400 0.50 0.03 150 5400 -5250 95 5700 0.49 0.03 155 5700 -5545 100 6000 0.48 0.03 160 6000 -5840 105 CUBIC FEET PROVIDED "V"in=(1.34*Qdev.*t) fort<Tc "V" in =(Q dev. * t+.34 * Q dev. * Tc) for t> Tc ~ Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3C (2) (3) . . (4) TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. (2 x 3)' . ASPHALT 5,739.00 0.90 5,165.10 ROOF 3,850.00 0.90 3,465.00 OPEN SPACE 15,912.00 0.20 3,182.40 TOTALS 25,501.00 11,812.50 TOTAL AREA (AC): 0.59 DEVELOPED "C" = 0.46 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.86 C.F.S. ASPHALT ONLY: 0.38 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 239 CUBtC FEET - 478 Square feet @ 6" depth SWALE VOLUME PROVIDED: 240 CUBIC FEET OF STORAGE 480 Square feet @ 6" depth* ~ a07 5,F 6 ~ 7 5 r -70r~ _ . . rv Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3C Time Increment (min.) ~ 5.00 Time of Concentration (min.) 5.00 Outflow (cfs) 1.00 1-Double Depth Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.59 Developed "C" factor ~ 0.46 , #1 #2 #3 . #4. #5 #6 - " 47 - Time inc.. Time inc. Intensity. "Q" dev. ."V" in ."V" out. Storage . . (min.) (sec.) (min.), . (c.f.s.) (cu. ft.)* (cu. tt:) (cu.:tt:).; (#1 60) (A * C * #3) (see-below) (outflow*#2) (#5 - #6)- 5 300 3.18 0.86 347 300 47 10 600 2.24 0.61 426 600 -174 15 900 1.77 0.48 481 900 -419 20 1200 1.45 0.39 512 1200 -688 25 1500 1.21 0.33 526 1500 -974 30 1800 1.04 0.28 536 1800 -1264 35 2100 0.91 0.25 543 2100 -1557 40 2400 0.82 0.22 556 2400 -1844 45 2700 0.74 0.20 562 2700 -2138 50 3000 0.68 0.18 572 3000 -2428 55 3300 0.64 0.17 590 3300 -2710 60 3600 0.61 0.17 612 3600 -2988 65 3900 0.60 0.16 651 3900 -3249 70 4200 0.58 0.16 677 4200 -3523 75 4500 0.56 0.15 699 4500 -3801 80 4800 0.53 0.14 705 4800 -4095 85 5100 0.52 0.14 734 5100 -4366 90 5400 0.50 0.14 746 5400 -4654 95 5700 0.49 0.13 771 5700 -4929 100 6000 0.48 0.13 794 6000 -5206 240 CUBIC FEET PROVIDED , "V" in =(1.34Q dev. * t) for t< Tc "V" in =(Q dev. " t+.34 * Q dev. * Tc) for t> Tc Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. ' CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. TH1RD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3D _ . . . . (2) . (3) : . (4) TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF.~ (2 x 3) - ASPHALT 7,058.00 0.90 6,352.20 ROOF 6,738.00 0.90 6,064.20 OPEN SPACE 40,526.00 0.20 8,105.20 TOTALS 54,322.00 20,521.60 TOTAL AREA (AC): 1.25 DEVELOPED "C" = 0.38 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 1.50 C.F.S. ASPHALT ONLY: 0.46 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 294 CUBIC FEET . . ' , 588 Square feet @ 6" depth SWALE VOLUME PROVIDED: 300 CUBIC FEET OF STORAGE 600 Square feet @ 6" depth* 1~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3D Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell ' Design year flow (yr.) ~ 10 Area (acres) ~ 1.25 Developed "C" factor ~ 0.38 . #1 . #2 ' #3 . #4 #5 #6 . . #7 - Time inc. Time inc. 'Intensity "Q" dev:' "V" in, "V" out Storage (min.) . (sec.) (min.). (c.f.s.) (cu. ft.) (cu:,ft.),' _ (cu. ft.) (#1 * 60) (A * C #3) (see below) (outflow*#2) - (#5 - #6) 5 300 3.18 1.50 602 300 302 10 600 2.24 1.06 741 600 141 15 900 1.77 0.83 836 900 -64 20 1200 1.45 0.68 889 1200 -311 25 1500 1.21 0.57 913 1500 -587 30 1800 1.04 0.49 932 1800 -868 35 2100 0.91 0.43 944 2100 -1156 40 2400 0.82 0.39 967 2400 -1433 45 2700 0.74 0.35 977 2700 -1723 50 3000 0.68 0.32 994 3000 -2006 55 3300 0.64 0.30 1026 3300 -2274 60 3600 0.61 0.29 1064 3600 -2536 65 3900 0.60 0.28 1131 3900 -2769 70 4200 0.58 0.27 1175 4200 -3025 75 4500 0.56 0.26 1214 4500 -3286 80 4800 0.53 0.25 1224 4800 -3576 85 5100 0.52 0.24 1274 5100 -3826 90 5400 0.50 0.24 1296 5400 -4104 95 5700 0.49 0.23 1339 5700 -4361 100 6000 0.48 0.23 1380 6000 -4620 300 CUBIC FEET PROVIDED "V" in =(1.34 * Q dev. * t) for t< Tc "V"in=(Qdev.*t+.34*Qdev.*Tc) fort>Tc Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3E , . (2) ' (3) (q) . . , TYPE OF SURFACE SQUARE FOOTAGE RUNOFF-COEFF. ' (2 x 3)" ASPHALT 5,253.00 0.90 4,727.70 ROOF 3,850.00 0.90 3,465.00 OPEN SPACE 21,223.00 0.20 4,244.60 TOTALS 30,326.00 12,437.30 TOTAL AREA (AC): 0.70 DEVELOPED "C" = 0.41 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.91 C.F.S. ASPHALT ONLY: 0.35 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/211) 219 CUBIC FEET _ .438 Square feet @ 6" depth SWALE VOLUME PROVIDED: 225 CUBIC FEET OF STORAGE 450 Square feet @ 6" depth* 14 Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3E Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.70 Developed "C" factor ~ 0.41 #1 #2 ' #3 ' 44 #5 #6 #7- - Time inc. -.Time inc: . Intensity "Q" dev. ' in out - Storage . ,(min.). (sec.) (min.) ' (c.f.s.) _ (cu. ft.) - - (cu. ft.) - : .(cu..ft:):' - (#1 " 60) ' (A * C * #3) (see below) (outflow*#2) (#5 -46) 5 300 3.18 0.91 365 300 65 10 600 2.24 0.64 449 600 -151 15 900 1.77 0.51 506 900 -394 20 1200 1.45 0.41 539 1200 -661 25 1500 1.21 0.35 553 1500 -947 30 1800 1.04 0.30 565 1800 -1235 35 2100 0.91 0.26 572 2100 -1528 40 2400 0.82 0.23 586 2400 -1814 45 2700 0.74 0.21 592 2700 -2108 50 3000 0.68 0.19 602 3000 -2398 55 3300 0.64 0.18 622 3300 -2678 60 3600 0.61 0.17 645 3600 -2955 65 3900 0.60 0.17 686 3900 -3214 70 4200 0.58 0.17 712 4200 -3488 75 4500 0.56 0.16 736 4500 -3764 80 4800 0.53 0.15 742 4800 -4058 85 5100 0.52 0.15 772 5100 -4328 90 5400 0.50 0.14 785 5400 -4615 95 5700 0.49 0.14 812 5700 -4888 100 6000 0.48 0.14 836 6000 -5164 225 CUBIC FEET PROVIDED ."V" in =(1.34 * Q dev. * t) for t< Tc "V" in =(Q dev. * t+.34 * Q dev. * Tc) for t> Tc l~ Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 , Designed: DLM Date: 12-May-00 BASIN: 3F (2) (3) - - (4) TYPE OF SURFACE ' . SQUARE FOOTAGE RUNOFF COEFF. (2 x 3) ' ASPHALT 4,767.00 0.90 4,290.30 ROOF 3,850.00 0.90 3,465.00 OPEN SPACE 17,987.00 0.20 3,597.40 TOTALS 26,604.00 I 11,352.70 TOTAL AREA (AC): 0.61 DEVELOPED "C" = 0.43 TIME OF CONCENTRATION (M1N.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.83 C.F.S. ASPHALT ONLY: 0.31 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 199 CUBIC FEET 397 Square feet @ 6" depth SWALE VOLUME PROVIDED: 200 CUBIC FEET OF STORAGE 400 Square feet @ 6" depth" j l~ Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3F Time Increment (min.) ~ 5.00 Time of Concentration (min.) ( 5.00 Outflow (cfs) ~ 1.00 1-Double Depth Drywell Design year flow (yr.) ~ 10 Area (acres) ~ 0.61 Developed "C" factor ~ 0.43 #1 #2 . #3 .44 #5 - _ ' #6 : #7 ; Time inc. Time inc. Intensity "Q" dev. "V" in ."V" out Storage . (min.)* - (sec.) (min.) (c.f.s.), _ (cu. ft.) ` (cu.'ft:}. (cu. ft.) (#1 * 60) . (A * C * #3) (see below) (outflow*#2) (#5 -46) 5 300 3.18 0.83 333 300 33 10 600 2.24 0.58 410 600 -190 15 900 1.77 0.46 462 900 -438 20 1200 1.45 0.38 492 1200 -708 25 1500 1.21 0.32 505 1500 -995 30 1800 1.04 0.27 516 1800 -1284 35 2100 0.91 0.24 522 2100 -1578 40 2400 0.82 0.21 535 2400 -1865 45 2700 0.74 0.19 540 2700 -2160 50 3000 0.68 0.18 550 3000 -2450 55 3300 0.64 0.17 567 3300 -2733 60 3600 0.61 0.16 589 3600 -3011 65 3900 0.60 0.16 626 3900 -3274 70 4200 0.58 0.15 650 4200 -3550 75 4500 0.56 0.15 672 4500 -3828 80 4800 0.53 0.14 677 4800 -4123 85 5100 0.52 0.14 705 5100 -4395 90 5400 0.50 0.13 717 5400 -4683 95 5700 0.49 0.13 741 5700 -4959 100 6000 0.48 0.13 763 6000 -5237 200 CUBIC FEET PROVIDED "V"in=(1.34*Qdev."t) fort<Tc "V" in =(Q dev. * t+.34 * Q dev. Tc) for t> Tc Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3G (2) - '(3) (4) TYPE OF SURFACE ' SQUARE FOOTAGE RUNOFF COEFF. . (2 x 3) ASPHALT 9,320.00 0.90 8,388.00 ROOF 5,775.00 0.90 5,197.50 OPEN SPACE 28,172.00 0.20 5,634.40 TOTALS 43,267.00 19,219.90 TOTAL AREA (AC): 0.99 DEVELOPED "C" = 0.44 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 1.40 C.F.S. ASPHALT ONLY: 0.61 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 388 CUBIC FEET . 777 Square feet @ 6" depth SWALE VOLUME PROVIDED: 400 CUBIC FEET OF STORAGE 800 Square feet @ 6" depth` Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3G Time Increment (min.) ~ 5.00 Time of Concentration (min.) 5.00 Outflow (cfs) 1.00 1-Double Depth Drywell . Design year flow (yr.) + 10 Area (acres) ( 0.99 Developed "C" factor ~ 0.44 , . #1 42 #3 #4 , - #5 ' .46. . - ; #7, ' . . Time inc. Time, inc..Intensity "Q" dev. "V" in . "V" out . . °Storage: : ._(min.) -.(sec.) . . (min.) . (c.f.s.) . (cu. ft.) . (cu.ft.) :(cu. :ft.) (#1 * 60) - (A * C " #3) (see below) (outflow'`#2) . (#5 - #6) 5 300 3.18 1.40 564 300 264 10 600 2.24 0.99 694 600 94 15 900 1.77 0.78 783 900 -117 20 1200 1.45 0.64 833 1200 -367 25 1500 1.21 0.53 855 1500 -645 30 1800 1.04 0.46 873 1800 -927 35 2100 0.91 0.40 884 2100 -1216 40 2400 0.82 0.36 905 2400 -1495 45 2700 0.74 0.33 915 2700 -1785 50 3000 0.68 0.30 931 3000 -2069 55 3300 0.64 0.28 961 3300 -2339 60 3600 0.61 0.27 996 3600 -2604 65 3900 0.60 0.26 1059 3900 -2841 70 4200 0.58 0.26 1101 4200 -3099 75 4500 0.56 0.25 1137 4500 -3363 80 4800 0.53 0.23 1146 4800 -3654 85 5100 0.52 0.23 1194 5100 -3906 90 5400 0.50 0.22 1214 5400 -4186 95 5700 0.49 0.22 1254 5700 -4446 100 6000 0.48 0.21 1292 6000 -4708 400 CUBIC FEET PROVIDED ' "V" in =(1.34 'Q dev. * t) for t< Tc "V" in =(Q dev. * t+.34 * Q dev. * Tc) for t> Tc 1 °f Taylor Engineering, Inc. RATIONAL METHOD W. 106 Mission Ave. CALCULATIONS Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM (YR.): 10 Designed: DLM Date: 12-May-00 BASIN: 3H (2) (3) (4) TYPE OF SURFACE SQUARE FOOTAGE RUNOFF COEFF. (2 x' 3) ASPHALT 20,564.00 0.90 18,507.60 ROOF 9,625.00 0.90 8,662.50 OPEN SPACE 105,176.00 0.20 21,035.20 TOTALS 135,365.00 48,205.30 TOTAL AREA (AC): 3.11 DEVELOPED "C" = 0.36 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 3.52 C.F.S. ASPHALT ONLY: 1.35 C.F.S. SWALE VOLUME REQUIRED: (asphalt area x 1/2") 857 CUBIC FEET 1,714 Square feet @ 6" depth SWALE VOLUME PROVIDED: 1,250 CUBIC FEET OF STORAGE 2,500 Square.feet @ 6" depth* . zo Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN STORAGE Spokane, WA. 99201 PROJECT: T.C. THIRD ADDITION STORM: 10 Designed: DLM Date: 12-May-00 BASIN : 3H Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 0.60 2-Single Depth Drywells Design year flow (yr.) ~ 10 Area (acres) ~ 3.11 Developed "C" factor ~ 0.36 #1 #2 #3 #4 ; . #5- . . #6 ; - #7. _ Time inc. Time inc, Intensity "Q" dev. ."V"in "V" out -Storage_ (min.) : (sec.) . (min.) (c.f.s.)_ - (cu. ft.) (cu. ft.°) '(cu. ft.), . . (#1 * 60) . (A *-C * #3) (see below) (outflow*#2) (#5 46) - 5 300 3.18 3.52 1415 180 1235 10 600 2.24 2.48 1740 360 1380 15 900 1.77 1.96 1963 540 1423 20 1200 1.45 1.60 2089 720 1369 25 1500 1.21 1.34 2145 900 1245 30 1800 1.04 1.15 2189 1080 1109 35 2100 0.91 1.01 2218 1260 958 40 2400 0.82 0.91 2270 1440 830 45 2700 0.74 0.82 2295 1620 675 50 3000 0.68 0.75 2334 1800 534 55 3300 0.64 0.71 2409 1980 429 60 3600 0.61 0.68 2499 2160 339 65 3900 0.60 0.66 2657 2340 317 70 4200 0.58 0.64 2761 2520 241 75 4500 0.56 0.62 2852 2700 152 80 4800 0.53 0.59 2875 2880 -5 85 5100 0.52 0.58 2994 3060 -66 90 5400 0.50 0.55 3044 3240 -196 95 5700 0.49 0.54 3146 3420 -274 100 6000 0.48 0.53 3241 3600 -359 1250 CUBIC FEET PROVIDED , "V"in=(1.34*Qdev.*t) fort<Tc "V" in =(Q dev. * t+.34'` Q dev. * Tc) for t> Tc Zl Attachment "D" Basin Maps CO el. 1 f <<~~~ ~ ~ ~ - / ~ ~ f ~ ~ ~ ~ ~ - - ~ 4li j ~ flY/ e I I ~ r I~ l I ~ 1~ 11~~ 1 I ~ m7: vg AbZ) rj ~ a ~r ~ 1 1 t 1 1 1 ' il 4 1 ' ~1 1 1 1 ► ~ .r 1 -1 ~,,,,r. ~ r-r 1 • t . ~ ~ j ~ - ` ~ ~ ~ . ~ ~ ~ ~ - ' . 1 ' 1 ► ..-~'•+_a,.. t 1 • ~ ~ + • ~ ~ ; ~ = ~rl~ T,-i. ~ , , ' ~ , ~~rr~~~ ` ~ r ~ ~;`~r`-~' ` ~ • ! \ 1 ; " ~ _o"L,_ L r,-. ~ r•~ -t . / ~1 ~ , - • ~ t ~ I ~ 4.,~.- ~ j• ~ , , _ ~ ~ 1 / / F ~ j r,r-~~-~--: ~ ; 4 ~ ; ~ ► , ~ _ 1~-- r'; : . f- - I ~ ~ ` , ~ J~M~4 ~ t ` r• r ' i ^ 1' 00 ~ j i 4 li' ~ • +f f ~i r ~ ' ~Z g3 4 ; ; = " - ` ~t ~c„ = b~, ~b•. . ~j ~ _ ~ ; ~ ~~y.-- _ ~ : ~ L~ ,1 ► •vA Y 'i ~ •"I,, / ^.~•w ` , • - - a • `1 1 Y tr ~ _ - i~~~~ • r'' i . h~ ~ _ f r t~` ~ ~.Y .•x'• ,i• 1`.3v • ~ `r r ~ ~''~d . 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J , ~=f / ~ ~I t' t , '`w~~~.. ~ . ;t~,.~i + • . ~ ` i ~ i ~ r y ~ a ' `.~"`.1_'•s~~;~'Z:~2 : ''j~:j~"'fT~i,~C~: • ^'~n.a' 1 ~ t~ ` T ~ ~~r'~„~ 2"1:'a~'~;1; ' ,.~t~~i~:' 1_d~- 'F ~ " ~3~~~e~ . ~~~yfv,~t, fi~jA„ ~'l f 1 \ ,`i 1 5 ,1` ~ ~ - . ,~y'I°:,~9•. , ~ .i! • t~~ ,+~~7 ~ : PfR'. . ~ ~ ; ~ 1 S's • ~ - - • . _ _ , ti•f,~~i~(. P.,, +~74'lf.!~ ~i:. ~ t ~ ~ _ • ~ ~...~~.~N ` ~ ~~~'~r,~~ 't~.~~n~~~f`•"~._~~za: ~~!f~f~.?~•'..Nr ~l;`>rR: y 7 ti~ . ' ~ 3. t"r.~•~ y~;I'~t ~ ,~t \ ~ t . _ -i+' ti'~z~'s~t~~~ ~,7 . * ~ ~'S~L.«` ' n~`o!.t FS`f.t ~...8 ~..1 ~ ~i: j. ' ~,'h t ~ ~ . - . ~ ~ ~ ~ ~ . ~i.i~ ~rts~- ' _ . ~~j:t7..~•*^ .~•fi~;~~;• . _ L~ •I. y,,,~ 13r~,t~f~,,,ttt,,, ~~'t .Lat•; ~I • ~ ` ~f'.} a '~~`.~il~2i+.,•~Ct..•.~.-'::.`".~~~.(!f ~r •i:~~~Nf~... . -.».,~......~~r. - ' ~'~(11t'.aCr ~.L i~~~~~4's~.k:•`~w ~~"~3 ~i.q` i.t~~, ~[~;ilf :...~«~.,...~.......e ._~..._'.'."~r.' ' " ' " ` ` ' , ` ~F ,~~~~r~~~~'•.. 1,n ~ ~ ~ . _ ~ ~ _p' , ~~,,,,~A~a'5.,~,~_~ • • _ -.w:77._ - ~~<~r-_"_ " y -•.~__::_:-_w_~_ _M_..~~_.__. - = _ : = _ _ _ --;;~;_.r_~_-' " ' =w ~~'r/~~~ r' ~ ~ ~1' ~ = .I N M..- I -l ~..w. ~ ~ • • ti~ ^ ~'5.~~~~• . At~~t~,.~ ~ ~~~V"'r • _ • ; ~"y ~ - -►-•...r ' « . i^ f/- N . - . y.~....... oc:r, ~..r.... ..w.~ ~ ~ ~ l~!'f~j~ • - __-==~i _ k s-.~''`' .~z~, ~ Att V . ~ . . . County Public Works, Transportation . . Section, D • • County • • Memo To: Gary Oberg, Spokane County Public Works Bill Johns, P.E., Spokane County Division of Engineering and Roads Michael V. Needham, Spokane County Division of Planning From: Scott Engelhard Date: December 1, 2000 . RE: Request for Public Records at 10020 E Knox by Howard Rude a . The Transportation Engineering Section has no files, memoranda, correspondence, e- mails or any other material to submit concerning the request. , f REQUEST POR PUBLIC RBOORDS ~ o ~ I D WTv ~ Requestar'a Name (Please Reyueater'a Signature ~ 2, P",&Ab e s LL 2~~Q Requester's Organizadon - if applicable ' 3. S~ t.At~ n~ i NG Requeater'6 Ivlailing Address (Please Inctude zip Code) 4. 11-7-2000 ~US-~~~-a16C~ Datc of Request . • TYme of Day Requestar'a Phone Number 5. NaturcofRequest; Requestor hereby requests copies of all files, memoranda, nQrrpsnendence, e-malls d ny other materials relatin~to the existence oY the sign Specific reference is made for copies of aYl e-maYls f'rom any County Commission`er sent to the planning director regarding said sign. 6. Docume4t(s) Refemce Identification from public Rscorde Index: Documents relate to the s ign located at P, CqC~ issuect on--7-AS-- tla 4pd nermitted under Spokane County Permit No.pO6= 4c~a ~ 7. DeBCription of Documant(s) RequestoQ 1f Not Identifiablo by Reference to Boud of Couaty Commissioaers of Spokane Couux,y Public Records index: • All e_mails from County Commissioners to Planntlirector regasaing Y.ne aoove referenced sign, a.long with any ana aZI-WMET ,I'iteb - memoranda or other e-mails anct any complairis re . , 8. IF the requosted docuaienta areJar include 4 list of igdividuals or compawQS, state thepwpose for whf ch the list is fatended sud siga the fbllowing aclmowledgmeut; I promise that the list of individuals or fums furniehed herreuader will not be uaed for commarcial purpoaea. . Purposes Not applicable. ' - Slgneaire P'iJBLIC 1tBCOR.A3 OF THB AO$NCY ARB PRQVIDBD FOR lNSPBCTION AND CQPYINQ SI)HJgC'I' T0 THE . Foi.,LowIIVa PJcUn.ATIo►rTs: 1.No parson s}all knowi~ shu, da&ca, or destroy pubUc reoorda of de meaey. 2-0ng#ad copia oi'Public rccor& W the ageaay dail not be raznova ftm ma offica of fte %enay. Ctre and safe3roap* of pnblia reeords of the qgency, f=14od pqnaaat t0 4 raquest for kpect= or Gapy}Ig, eban be . @Le sole reVon8ibility of fhe rsqaeaft. (4) Rooor& furnisbed for pablie lAapectiofl or c+opyiqg zhQU b4 ratumed fa good coaditlen and ia ft same $1e sequence or organtzatlon as wlien futWshed. Boistzrous or otlurwlae dtanp*a ooaduct by thoae reqnaging pubiie reeores ofthe 4gericy sha11 aot be pcaftd. 6 The eharge for providiug copies of publie rxorde Is fourboen can ($0.14) par 8% by 11 or 8% by 14 ineh page. . Signatura *f*iwMr~s~~~h+R+Ri~rw*+l~~~***~~~<i~~k ~ 4FFYC8 USB ONLY R,ocord: providrd ~r Reeosde returnea ia good conditiou; , ~Commenta• Y"o.(iaidals) - . . No. of Copiea Made; Amount Racaivod: Reoeipt No.: Received by: ' ~ V <D 1--, ~ 114 3F- iv -i- -y- - ~ QIVLSIi]N OF P[.AMNIIVG A I]IVISfCIN OF 'tliE FCTBLIC L+VOR1CS ❑EFARTME't+T MICHAEL V. NEEDHAM, L?IkECMR GARY OBP-RG, QMMR Navember 14, 2000 CERTEFIED 1VIAIL RETURNED RECEiP7' REQUESTED Haward Rude I.G.C. Propezties, LLC 6599 Rude Street Caeur d'A1ene, TD 83815 _ R.E: REQUES'T FOR PLJB]C...I~ ~~ORDS I]ear Mr. Rude: We rreceived your request for public records af all files, memaranda, corresgondence, e-m.ails and complaints regarding the sign 1cHcated at E. 10020 Knox over the noan hvur on Wecnesda,y, Novernber S, 2000. Due to our current staff worklaa,d, we will be unable to comply with yaur sequest be$ore Friday, December 1, 2000. - We appreciate your forbearanoe and agologize for any inconveaieace this may have caused you. If you shvuld have any quenions, please feel free to cont= rne at (509) 477-7194. Sincerely yours, . f ~ iC~l~1 V. NeeC~.~7~ ~ ~ILL11ng D1reCCUI` . II+iVN:kaC cC: Phi1 Harris, Caunty CQmnaissivner Kate McGaslia, Couaty Cvmmissioner , - John RoskeUey, Cou.nty Commissioner , - - , 1026 W. IBWAawA~ • SPOK014 WASMNci+aN "160-0= , . niOM' [sM M-rxoG . PAx: M9) 477-2243 + TDa: ~ 477-71M -