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SP-1288-01 f li C) LJ 1,4- `r i3iA5`101+7 [aF PLANN1IvG A DI43rSsOriH QF 7'ilE I'UBLEC 1NC)RKS DEf'.1RTh9ENT M[CHAEL V. NEIwAm,, C7IItI~C'WR G1i,OtY ORFFtC;, Dl~ECli}R I MMORC1N1J Vlrl TU: Spokane County Assessor's Offire; Andrea Sandvik Spokane Cvunty Engineers, Scott Eagelhard, c/o Sandy KimbaU FROM: Jody Fisher Fvr Deanna Walter, Associate Flanner DA'Y`E: October lfi, 2041 SUBJECT. Praposed Final Short Plat; SP-128$-01 Actached is a cogy of the PIat Certi~cate fvr the aboae-referenced prQgosed final shart lat , Rer~iew and forWard any caraments ~-~u raay have by actober 30, 2001. If you ~~ave aay questions you may call 477-7224 Thank you, A.ttachment: P1at Certificate 1026 W. B[70AD'WAY • SPOkANF, VIAASHINCTID;tiG 99260-0220 PHONE: (509) 477a200 * Fnx: (Sog) 477-2243 • TD[): (%9) 477-7133 KIt]7balr, Sa11dy From: Hahman, John ' Sent: Manday, October 29, 2001 9:52 AM To: WaCter, Qeanna; 8erto, DavE Cc: Kirrtball, Sandy; Llttle, Colteen; Callan, Cindy; Sims, Brenda; Peterschmidt, Lucy Subject: St'-1288-01 Hume - Final Short Plat 10/2910 1 I have reviewed the request far final piat and have the #ollawing commerrts: + Road and drainage plans have been accepted. boT N~ ~AR_ US u LD • p bond fs required for the impravements #hat have nat been canstruc#ed. • The following drainage ianguage is mFssing frvm the plat dedication: "Spokane County does noi accspt #he responsibility of maintaining the drainage course an private lats or flaodplain areas u~thin pr~r~te lots, nor tfie responsibility for any damage w'hatsoever, incruding, but nat lim'r#ed ta, inverse condernnation to any properties due to deficient construction andlor maintenance af drainage courses in drainage easernents an priuate property." Please let me know if you have any questEOns. Thanks, John V. Hohman, P.E. 1 • S P A K A N F ; C O U N T Y UMSIC)N ClF PLAtJMNC A UtviScON or n-tE huBUC tiVdRKS AEraKI`ME,'V'C h11C'tiEvI, V. tiEwHAA4, qIREcPOR GARY C~ijmC., DlRFC"BC1R REOEIV F-D oCT 16 2001 SPOKANEGOWF-NGINIR MEMORArTDUM TO: Division of Engineering and Roads, Trensportatian Engineering, Scott EngeIhard, c/o Sandy Kirnball Aivision of Engineering and Roads, Development Services, John Hohman Division of Utilities, Information Services, Jim Red ' Divisioa of LJtilities, Stortnwater Iltility, Brenda Sims Division of Building & Code Enforcement, Jeff Forry Spokane Regional Health District, Steve Holderby Spokane County Fire District No. 1 Consolidated Water District # 19 WA State Department of Transportation, Greg Figg FROM: Deanaa Walter, Associate Planner DATE: October 16, 2001 SUBJECT: Proposed Final Short Plat SP-1288-01 Attached are copies of the above referenced final plat. Please review and forward any comments to me by October 30, 2001. If you have any questions you may contact me at 477-7224. Attachment: Final Plat cc: Norma J. Reilly, 322 S. Long Rd., Greenacres, WA 99016 Mike Hu.me, 8205 N. Division, Spokane, WA 99208 1026 W. I3KOAGWAY •Sf'OKAN6, WASH3NC;TON 99260-9220 PHONE: (509) 497-7200 9 FAX: (509) 977-2243 • TDD: (509) 479-7133 ` 1k/28/2001 16:18 FAX 509 327 7570 Spokane CountY Title @002 4657315w 4651842 Page: 1 of 5 ' 11Q8J20011 ~10;45A _ 1172611001 11;20A s okane Co, !A SPOKqNE~ C4UI9Y tI1lE C4 AMQ~D ~12.00 Spokarte Co, WA P WHEN RECORDED RLTURN TO: sRIAN c. aALcx ~ LAYMAN„ LAYMAN & MCKINLEY S' O spa S - DMSI(M M1NEe WA 99202 ! ~ 1tQference # ( i f applicable 1 ' Granto=(s): (1) (2) Grantee(s) : (1) - (2) AdditionaZ Grantor (s) on pg. Add.ition 1 Grante (s) a~ pq. Iieqal Deecription tarbreviated) : I U ~ W,/ ~ Additional legal(s) en paqe , AS9e390r 'S Tax Patcel ID# M1 cr SIIPPT,EP?ENTAL DECi,ARATION ANNEXING ADDITIONAT• PRpPERTY AND DE ANNEXING PROPERTY FOR LONGVIEW P.U.D. This Supplentental Declaration is made this -7 day of November 2001 by RANDY D. M1"I'GHEI,L and DAkLENE L. MITCHELI,, husband and wife, and WAHII, L. L. C., aWashington limited liability cczmpany, referred to as "Declarant. " This Supplemental Declaration amends that Declaration Establishing Cove»ants,ond.ition9 and Restrictions for Longview F.v.D. recorded Cietobe 2001 Spokane County, Washinqton Auditor' s Record:ing No =-l"Onded ~the "Dec~,aration R ) . The Decl tion is su~~plemented s ollows: P ~ .-•1. Puzsuant. to Section 10 .1, Declarant herebY adds the property lega11y described on Exhibit "A" attached hereto as ardditional real p:roperty to be incl.uded as part of the Property covered by the D+?claration. rhe add.itional property shall be considered paxt of the Property covered by the Declaration for all puzposes, as though it were originally included within the DeClaration. 2. Pursuant to Section 10.5 of the Declaration, Declaranti hereby deletes the real property described on Exhibit "B" attached hereto from the real property previously included as part of the pzoperty within the DeClaration. The additional prope=ty shall be considered as though it was nat part of the Property covered by c 12/28/2001 16:18 FA% 509 327 7570 , Spokane County Title 0003 - 4651842 ' . , 4657315 pa ? o{ g ' Pa e: 2.of 5 11; ~1812001 10:4511 , a ~~12vj2W' 11i20A ~POKANE, COuN1Y tiTlE Co ~fENO i12.00 Spokane Co, Vp Spokane Co, R . , ths Declaration xor all purposes, as tAough it was not originally included within the Decl.aratian. 3. Except as modified by this supplemental Declaration, the oziginal Declaration sha1l remain in full force and eftect as originally e.xecuted and recarded. IN WTTNESS TMREOF, the have set their ands aad seals this 7 day of 2001. RANDY. MITCHELL DARLENE L. MITCEt'E7.I, TpAHU, L . L . C . , . $Y : Title: STATE OF WASHIPGT()N ) ) ss. COUNTY OF S POKANE ) On this day personally appeared before me RANDY D. MITCHELL and DARLENE L. MITCSELT,, husband and wife, to me lmown to be the individuals described in and who executed the within and toregoi.ng instxument, and ackaowledged that they sig,ned the 9ame as their free and voluntarS► act and deed, for the uses and purpose9 therein mentianed. GIVIM under my hand and official seal this ~ day of 2Q II.~~..~. = E tiic`>> _ ~ ~ ~~gS10/y '~L.~+~1~ L ~ IV 1 t ~ : NOT~Y Pr R.3iding Name : , ; ~ No ubli or Washingtan AUBU, = % Re at~(~o r . • ~ f ' '29- ti•I My commission expires:~c/-0a.- 'p jr~•' ; STATE OF WASHI NG~Q~Q~y"' " - COIINTY OF SPOKANE } 12/29/2001 16:18 FA% 509 327 7510 Spokane Cauntp Title 9004 ~ 9651842 - ~ 4657315 Pa e: 3 of 5 11~~612Q01 ~1 ~2t~ 11~0812~01 10:45N okat~e Co, 0 SPQIA~iE, OQI{NIY 1I11E 00 A~iD 112.Q0 Spoksne Go, I~ ~P On this 7 dZOine- of NQ , 200I, personally appeared ' and , , known or fdentified to me to be the Mr.tiM,b~ of WAHU, I,. I,. C.,. a Washington limited liability company, the lim3.ted liability- coutpany that executeal the withia and foregoing instrum,ent, and i3cknowledged the said instriment ta be the free and voluatary act: and deed of said limited liability conqaany far the uses and purF,oses therein mentioned, and on oath stated that he his authoYized to execute the said instrlunent. IN WITNESS 1AfflEREOF, I hane hereunto set iny hand and affixed my otficial seal the day and year in this certificate last above written. . r ~ ~ f 1cPri ~d Naiae: 1(B Z~S r ~ ; \SSIpN pAA•, fit No Public for washington ~.1 aOTARI~' ResidiIIg at /~e,~q ; ; ~ ~ ; ~ Mp corcunissior~ expires : ~a~--- ~ ~8~'~~ ~'1~ s'~.'• r r- 2 It,~OiFWg . lil/24!2'001 ,16:1'8 FAX 509 '327 7570 Spokane County Tit.le Q 005. . • ' • - ' - - ` 4651842 465731'S Pa 4 4€,.5: TPa ge: a' of i , ri JZ001 11:2~1 11.IQ8l.2001 10;45A 5POmNE, C01IMY ~1IKE ~1~4' 1END "g12.00 Spokane Ca, ~1'Spokane,Co, ~1 . EXHIB~IT ••A`• -Tracts 8 a C- Sg-128~8--01 The west 24:4i.2'0. i:eet of- the East 38'0.40~ leet of ,Lot iQ,, Blook 25 of CORBIN ADDITION to GREENACRES located. in the Northwest Quatter. ''of. Secti,.on 9,. 'eownship '2~5 '-IrT,or-tb;, .Raliqe .45 East, Villamette Metidian and recoraaa iA. Vo`luirae "S~" of Plats, Paq,e 30i, EXCE~pT ~the~~ 'Nor-tii 200'. -00 fe,et thereo-,f. . -Situate l.n the County of. SOokane,, ;State of '`Washington. • :4i/28/2001 16':19 -FAX 50.9 327 7,570 Spokane :C_o,.unt;y- Title. ~j006 .~16b1642 46.5?31~5- - . ~ ~Pa e; ~6 ~of 5 P 12 :20A 18 001 10;45A _SPOIaNE~ 00lJM1f ~Ti[lE W~ ' A~EKO; .=12;00 Spokane, Co, IA *kane~ Ca, 14 ZAHIBIT "B"- Zot :1- of Block~ 1, and Lats 7 and 6;,. of B1oCk 3, of I,onqview, according, to .the, plat thereof recorded in the Off-ice. ot 'the 'Countp' Aud-;Ltor on October- 2.041, uader recording nt~tctb~e"r- 4'648009; , Situate in the County of. Spokane, .State, o'f -lTashirigton. ~ S ~ r ~ 11 4597844 06~1812~b, t oft 3 lt►K YIQI ~rlYltt - My !1A M Pw r! APrBR REL'ORDING RBTURN TO: Spotcwm Coanty publta Wotks Dovslopmcat 6ngi►arip8 Servlces, 2i0 F1oar 1026 W. Hrmdway Ava Spokaat. Wi1 99360.0170 Dacnnscat Titte Osdarltlcn af CoveasDt Cfrmuar. Randy O. Mitclull. Dudaao L, Mimhcll and Nshnsl D. Hunic (Irantee: SPOKANfi COUNTY and IANGVtEW HOMEOWNERS ASSOCIATIN. Abbraviatod Legal Oesaiption: NW % of Satioa 19, TawnWp 25 1VaN. Rmga 45 East, W.M. Assesmor's Tu Pmoel Nwabcrx 53193.0305.55192.0306, 55192.0330,55192.4322, 35192.0323. County Refermce No.: PE- 1870 Decleration of Covenant IA aonsistmtiom of the approvcnl by Spokaae Caunty of LONGVIEW (hercirmR,er rcfared to as the °Develogment"), thc cmdersigned covemts and agrees thaG 1. The subdivider/sponsar will construct the private roads and associated drainage fi3cilitics in conformanx with che appraved plans oA file in the County Engineer's Offiez. 2. A lot is sErved by t}te private mad wheo: (a) the anty road frontage fer the lot in the Devalopment is on the private raad; or (b) a 1at having froamge aa more than one road (public or private) constructs an upproach to the privste road. 3. The LOI3GVIEW HOMEOWN6RS ASSOCIATIOrP or thair successers in interest shaIl ruaiatain the private roads and assocWkd dreauige facflities in confornsance with thQ approved plans oa Gle in the County Engineefs Qffice. 4. The owner(s) of nny lot created by the Devetopmoat or alteradon thareof and served by a private roud shaU bo rosponsble foz maintenaace of aaid privaoe road, including associated drainage facilities. S. Maintrnaace 6naacing of the private roads and associated dreinage facilities shall be in a monner determiaod by the LONGVIEVIr KOIVIEOWNERS ASSOCIATION ot thcir suocessors fn inteeest 6. Should dte LONCiVIEW HOMEOaNERS ASSOCIAIION be terminattd far any rcasons, the suc,cessets in interest sheU be the mdividual lot ovmsrs, or their successars in interest, who are members of the LONGVIEWHOMWWr11ERS ASSOG'YATTON at the rims of said mtmination. 7. 1n the cvent such private road including associaCed drainage facilities is improved to Spokane Counry smadards for public streets, and the Caunry is wiUiag to accapt the dedication of such road and draiaage faailities, each lot owner shaU executt any doauments necessary to accemplish suoh dedieuiian. 8. Owaers of lots within the Development who are served by such road may sue and r+ecover damages and attomeys' fees from aay owoer of aay lot wilhin the Development whiah is similarly served who refuses to participate ia the raad and draiaoge facilides construction, futancing, and maintenance. l ~ 4597844 - - - - - 06)1911m1 ~11 131 ~~a[ a~rc ~YnWc~ ma an m a.r.~. r. ~ 9. WARNIING: Spokarce Coanty fias ao respansibfltry to build in,prom or nralnrain or otlierwJse servfce the prfvate roads and assocfated drotacge far9lities contafired witbin or pnovlding servfce to the ProPertY d~cribed fn this Devdopmenc. By accepting thrs development or subrequmtly by allowtng a brrUding permlt to be ftsued jor psoperty on a private %ad, S);okane County assumes ao obltgation jor sald private road and the owws hereby acknowledge thal the County haf no o6ligatton ojvny kt»d or aaturer whatsceNer to establish, examine, survey, conslrucl, alter, reprrir, improve, maintaln, provrde dmirage ar saow rarrovoi on o prfvale roud or its assocurled drafnage jacllities. 10. Whenever the LONGVIEWW HONffOWMBRS ASSOCIA?ION or their successors iu intemet fail to maimtain ttte drainage facilities in conformaaoe with the approved drainage plan, a notioe will be givea to the LONGYIEW HOAEOWNERS ASSOCIATION ar their successars in iaterest by the County. If aot corrected riftUr 10 dsiys, the Couaty has the right to correct the mainteaaace failure ar have it corncted at the expense of the LONC3VIEW HOMFAVItNERS ASSOCIATIODV or their successars in interest or lots in the devtlopment 11. Spokane County does not accept the rsaponsibiliry of maintaining tha drainage course on privete lots within drainage eserneats or floodplnin areas, nor the responsibility for uny drauwge whntsoever, including but aoi limited to inverse condemnation to nny propelties due to deficient construction mnd/or maintemnce of draiwage caurses in dreinage easements on private prvperty. 12. This covennnt and agaement shall run with ttte tand and shaU be trinding upon the owner, their heirs, sucresars or aWgns, includiag the obligation to psirticipate in the maiatenance of the private coad and drainuge facilities as provided henin. INS WAEREOF, the undersigaed have caused this insmumerit to be exxuted on this,~~ day of 2001. ~ Miochell ZI" ~Sbte of WashingWa ) )S5 Ccunty of Spokaas ) 1 erttify that I Ianow ur hsive aatisfactary evidnnce that Randy D. Mitchsli iS tha ptraoa who appested before ens, and said persaa ealmowtt+idgod dat ht slgIIed this iamument aad ttsslmowtedgad it to be the 6roe ond volunmry ast of such gazry for tha nrm and pwpases atendoaW ia d,o iasocur~at. Dated 5'/9--Y,/04L cd.~y~'+ri N lcc in and for Stau of Washiqgooa MY ~Wmmi Expirm io ~ 9 / cj2- 4 9 n~lene i.. Mitcheu State of wos6ingtoa ~ As Coumy otSpakaao ) 1 catitj► tlnt Ibow or have satisfactary avidaece that Datleae L. Mitchwll is Ihc pmori evhs aMarad before ar, and said pe, 1 ioA ocimowtedged thxt stue signed 8iis insmunat and admswtedged it to be tha free md volunLuy act of such piurty [or the uso and purpcrses meutioaed'm the insuuawat. ~ . . Dated 3 /~~~[j / ~ • ~eT No Uc fn nn9 far t6e Stt+ce Of Washington. My Appaintrueat Bxpires: l~/ 0-41 4597844 • u - _ - 06i13f~001 11:13~ , . 'args u~, rcl.~u~u rn~t'- ~~n•m, e..~..., r. o Iviich~al•D: H - -Steta of Weshingto~- ) :Couury~ofSpolcanc. ~1 ccrdfythat~ikno~vot bavesaristacooay ~descce tbat-Michael'D: Huii~o-is tho person who appeared-tiaforo ~ue. and snid .perscn.ae~anowtedgtdt~athe~sigood,ft•iaaoc=m aad'acbwwledged ii.to:ba-tbc frce aaw vo"ry,act;of =h pnrty far the'aes aad pucpases msndQnad, ia dxe inswm=., . Dattd ` ~,~,;1111/% _ ~ '•.i~ ~ Ctt' ~-%v~ , qL~~/!~ . , p . • . . . ~q Notary Public`in'a~; Ear the SIDte of WBShii~gooa + `~i ~ pTAR,y • .v : - • ~ . . i,~~► WA . ~ 4643150 , 101g1812001 09 ~A ~ TOAWCUIlT1f1U trti r rue m ner Qic rn e~^ys^e r^ WA ~m-.q~ - ~ a,5 Iq 7d viticnn #C_ ~bQcvav~,13A qq~os DECLARATION ESTABLISHING COVENANTS, CONDITIONS I E WPUD STRI CT I ONS FOR This declaration ia made this ~Q day of October 2001, by RANDY D. MITCHELL and DARLENE L. MITCHELL, husband and wife, and WAHU, L.L.C., a Washington limited liability company, referred to as "Declarant." ARTICLE I: GENERAL PROVISIONS 1.1 Real Propertv DescriDtion. Declarant is the owner and developer of all that real property located in Spokane County, Washington, as deacribed on Exhibit "A" attached hereto, referred to below as the "Property." 1.2 Development. Declarant intends to develop and market the Property as separate Lots for single family home purposes. Upon Recordation of this Declaration, Declarant submits and subject the Property, together with all buildings, improvements and other permanent fixtures of whatever kind now or hereafter located thereon, and all easements, rights, appurtenances and privileges belonging or in any way pertaining thereto (all of which constitute a part of The Property), to the covenants, conditions, restrictions, liens, assesements, easements, privileges and rights contained herein, all of which shall run with the land. 1.3 Conditions. Any plans for development of the Property in existence prior to or following the effective date of this Declaration are subject to change at any time by Declarant, in ite aole discretion, and impose no obligations on Declarant as to how the Property is to be developed or improved. Any purchaser of a Lot within the Property acknowledges that said Lot is subject to zoning and subdivision ordinances and regulations and such other governmental ordinance9 and regulationa, and approvals hereunder as may be in effect or as may from time to time be imposed. Said purchaser acknowledges it is solely the purchaser's 1 , • 4643150 T1e8120012 ~ 49 ~A A TOdItClUTTf11J Ttti c tuc rn nrr nn cm6ne r„ Ve obligation to become familiar and comply with the same. ARTICLE II: DECLARATION Declarant hereby declares that the Property, and each Lot, parcel or portion thereof, is and/or shall be held, sold, conveyed, encumbered, hypothecated, leased, used, occupied and improved subject to the following terms, covenants, conditions, easements and restrictions, all of which are declared and agreed to be in furtherance of a general plan for the protection, maintenance, subdivision, improvement and sale thereof, and to enhance the value, desirability and attractiveneas thereof. The terms, covenants, conditions, easements and restrictions set forth herein shall run with the land, and with each estate therein, and shall be binding upon all persons having or acquiring any right, title or interest in said real property or any Lot, parcel or portion thereof; shall inure to the benefit of and be binding upon Declarant, Declarant's successors in interest and each grantee or owner and such grantee's or owner's respective successors in interest, and may be enforced by Declarant, by any owner or such owner's successore in interest, against any other owner, tenant or occupant of said real property. Notwithstanding the foregoing, no provision of this Declaration shall be construed so as to prevent or limit Declarant's right to complete development of the Property and to construct improvements thereon, nor Declarant's right to maintain model homes, construction, sales or leasing offices or similar facilities (temporary or otherwise) on any portion thereof, nor Declarant's right to post signa incidental to construction, sales or leasing, nor Declarant's right to modify plans for the Property. ARTICLE III: DEFINITIONS 3.1 "Architectural Committee" shall mean the Architectural Committee created and serving on behalf of Owners within the Property, and may be referred to herein as the "Committee." 3.2 "Articles" shall mean the Articles of Incorporation af the Longview PUD Homeowners Association. 3.3 "Assessments" shall mean those payments required of Owners or Association Members, including Regular and Limited Assessments of the Association as further defined in this Declaration. 3.4 "Association" shall mean the Longview PUD Homeowners Association, a Washington non-profit corporation, its successors and assigns, established by Declarant to exercise the powers and 2 . * 4643150 1Q11812001 o09 ~ raeucwTrnu riTi c iuc rn ncr eig m cnakano ra r►, to carry out the dutiea set forth in this Declaration, the Association's Articles and Bylaws, and amendments or supplementations to any of these which may be adopted. 3.5 "Board of Directors" ahall mean the governing body of the Association. 3.6 "Bvlaws" shall mean the Bylaws of the Association, as they may be amended from time to time. 3.7 "Common Area" shall mean all real property in which the Association holds an interest or which is held or maintained, permanently or temporarily, for the common use, enjoyment and benefit ot the Owners. Common Area may be established from time to time by the Owners of property which ie served by the Association on any portion of the Property by describing it on a Plat, by granting or reserving it in a deed or other instrument, or by designating it pursuant to this Declaration or any Supplemental Declaration. Common Area may include easement and/or license rights. 3.8 "Limited Assessment" shall mean a charge against a particular Owner and such Owner's Building Lot, directly attributa.ble to the Owner, equal to the cost incurred by the AsBOCiation for corrective action performed pursuant to the provisions of this Declaration or any Supplemental Declaration, including interest thereon as provided in this Declaration or a Supplemental Declaration. 3.9 "MortQaQe" shall include obligationa secured by a recorded mortgage, deed of trust or real estate contract. 3.10 "MortaaQee" shall include a mortgagee, beneficiary under a deed of trust, real estate contract vendor, or other person holding the interests of any of these. 3.11 "Owner" shall mean the person or other legal entity, including Declarant, which acquirea fee simple interest of record to a Building Lot which is covered by this Declaration, as well as purchasers under real estate contracts, but excluding those having such interest merely as security for the performance of an obligation. 3.12 "ReQUlar Assessrnent" shall mean the portion of the costs maintenance, including required repairs or replacements, of the common areas and improvemente constructed in connection therewith, and shortages in Regular Assessments which are authorized and to be paid by each Owner to the Association, pursuant to the terms hereof or the terms of this Declaration or a Supplemental Declaration. 3 4643150 10 5A 11812001 ~09 0 TaeucueTtnu TiTI c ruc rn ncr tiG m em4ano rn in ARTICLE IV: RESIDENTIAL COVENANTS 4.1 Land Use. All Lots shall be used solely for residential purposes. Provided, an in-home office without any eigns visible from the exterior of the dwelling, which does not change the residential appearance of the dwelling and which is not used for meeting with customers or clients may be maintained in any dwelling. 4.2 New Construction. All dwellings shall be "stick built" on site. No dwelling may be moved from a point outside a Lot to a point inside the same. 4.3 Dwellinq. No more than one detached dwelling structure shall be permitted on any Lot, nor ahall any Lot be further subdivided for the purpose of creating additional Lots or building sites without filing a replat. The ground floor area of the dwelling, exclusive of open porches and garages, shall not be less than 900 aquare feet. All dwellings will have at least a double garage and no larger than a three-car garage. No detached or ancillary buildings or structures shall be allowed in addition to the dwelling on any Lot without receiving approval of the Architectural Committee in its sole discretion. The existing dwelling on Lot 1, Block 1 is approved and exempted from the requirements. 4.4 Structure Location. a. No structure shall be located on any Lot nearer to the front lot line or nearer to the side street line than the minimum building setback lines shown on the recorded plat. In any event no building shall be located on any lot nearer than 25 feet to the front lot line or nearer than 15 feet to any side street line. b. No building shall be located nearer than 5 feet to an interior lot line, except that no aide yard shall be required for a permitted garage or vther setback line. No dwelling shall be located on any interior Lot nearer than 25 feet to the rear lot line. c. For the purposes of this covenant, eaves, steps, and open porches shall not be considered as part of a atructure, provided, however, that this shall not be construed to permit any portion of a structure vn a Lot to encroach upon another Lot. 4.5 LandscaDina. Front yards must be completely landscaped within one year of taking occupancy. Any swale ponds or structures must be returned to and maintained in the original, County approved, engineered plan by the Owner should they be altered during construction or landscaping. 4 4643150 1Q~181200~ ~09 05A tUucueTTnu TiTi r iue rn nGr aoG m cnAvano rn rre 4.6 Nuisances. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done thereon which may be ar may become an arinoyance or nuisance to the neighborhood. No trailer, RV vehicle, boat, bus, motor home or similar large vehicle shall be parked in the street in front of any dwelling for a longer period of time than 5 days, and such vehicles must be stored and kept for longer period in locations out of view of the passing public. 4.7 Temporarv Structures. No structure of a temporary character, trailer, basement, tent, shack, garage, barn or other outbuilding shall be used on any lot at any time as a residence either temporarily or permanently. 4.8 Livestock and Poultrv. No animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, except that no more than three small customary domestic pets, such as dogs, cats and similar household pets may be kept within a Lot provided that they are not kept, bred, maintained for any commercial purposes. 4.9 Garbaqe and Refuse Disoosal. No Lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage or other waste shall not be kept except in sanitary containers. All equipment for the storage and disposal of such material shall be kept in a clean and sanitary condition out of visual site from any street. 4.10 SiQht Distance at Intersections. No fence, wall, hedge, or shrub planting which obstructs sight lines at elevations between 2 and 6 feet above the roadways shall be placed or permitted to remain on any corner Lot within the triangular area formed by the street property linea and a line connecting them at pointa 25 feet from the intersection of the street lines, or in the case of a rounded property corner f rom the intersect ion of the street property lines extended. The same sight-line limitations shall apply on any Lot within 10 feet from the intersection of a street property line with the edge of a driveway or alley pavement. No tree shall be permitted to remain within such distance of such interaections unless the foliage line is maintained at sufficient height to prevent obstruction of such sight lines, and no fence can extend beyond the front of any dwelling. 4.11 Streets. The streets shown on the plat are hereby dedicated, quit claimed and conveyed to the public for use as public roads unless they are shown as private roads. 4.12 Street Licthtincr Svstem. A lighting system may be installed in the Property. The cost may be allocated on a monthly basis to the owners of Lots within the Property. 5 4643150 io~ie12oos o9~ o~ tReucueTTnu rrri c ruc ril ncr tIC rVI eft„iSMe rfl 8 4.13 Public Utilities. A public water system acceptable to county and state health authorities will be made available for the Property, and individual services will be provided to each Lot prior to the sale of auch Lot. 4.14 Drainaae Structures. No changes shall be made by builders ar homeowners to any drainage structures (e.g. ponds and swales) without approval of Spokane County. Should any such atructures be changed, it will be the responsibility of the Owner ( s) of the Lot (s) on which such structures were originally located to restore and maintain them in accordance with the approved design. ARTICLE V: ARCHITECTUR.AL COMMITTEE 5.1 Membershin. The Architectural Committee shall initially be composed of Michael D. Hume and David Wade. The members of the Committee may delegate a representative to act for them. In the event of the death or resignation of any member of the Committee, the remaining member(s) shall have full authority to designate a successor. Neither the members of the Committee, nor any designated successor shall be entitled to any compensation for services performed pursuant to this covenant. After Declarant owns no Lot in the Property, or after the designated members of the Architectural Committee ahall have reaigned, the then record 4wners of a majority of the Lots shall have the power through duly recorded written instrument to change the membership of the Committee, or their powere or duties. At that point, the Architectural Committee shall operate as a committee within the Association and at least two members of the Architectural Committee shall also be Directors of the Association. 5.2 Architectural Control. No building shall be erected, placed or altered on any Lot until the construction plans and specifications and a plan showing the location of the atructure have been approved by the Architectural Committee as to quality or workmanship and materials, harmony of external design with existing structures, and as to location with reapect to topography and finish grade elevation. No fence or wall shall be erected, placed or altered on any Lot nearer to any street than the minimum building setback line unless similarly approved. Existing improvements on Lot 1, Block 1 are considered approved for architectural control purposes. 5.3 Procedure. The Architectural Committee's approval or disapproval as required in these covenants shall be in writing. In the event the committee, or their designated representative fails to approve or disapprove within 30 days after any complete set of required plans and specifications have been submitted to them, or in any event, if no suit to enjoin the construction has been commenced prior to the completion thereof, approval will not 6 4643150 101~1812001 ~09:05A ToJueWlttnu TttIc tuc m ncr toG rn c,,,,ti,,,o r„ WA be required and the relevant covenants shall be deemed to have been fully complied with. ARTICLE VI: HOMEOWNERS ASSOCIATIOIV 6.1 OrQanization of The Lonqview PUD Homeowners' Association. The Aasociation was organized by Declarant ae a Washington non-profit corporation under the provisions of the Revised Code of Washington relating to general non-profit corporations. It is charged with the duties and invested with the powers prescribed by law and set forth in the Articles, Bylaws and this Declaration. Neither the Articles nor the Bylaws shall be amended or otherwise changed or interpreted so as to be inconsistent with this Declaration or with any Supplemental Declaration which might be adopted. 6.2 MembershiD. Each Owner, by virtue of being an Owner and for so long as such ownership is maintained, shall be a Member of the Asaociation. Membership in the Association shall not be transferred, pledged, assigned or alienated in any way except upon the transfer of Owner's title and then only to the transferee of such title. Any attempt to make a prohibited membership transfer shall be void and will not be reflected on the books of the Association. 6.3 Votinq. Voting in the Association shall be carried out by Members, including the Declarant, who 9ha11 cast the votes attributable to the Lots which they own, according to their class of Membership as described in the Association's Articles and Bylaws. When more than one person holds an interest in any Lot, all such persons shall be Members, but shall ehare the single vote attributable to the Lot. Fractional votea, however, ahall not be allowed. In the event that joint Owners are unable to agree among themselves as to how their vote shall be cast, they shall lose their right to vote on the matter being put to a vote. When an Owner casts a vote, it will thereafter be presumed conClusively for all purposes that such Owner was acting with authority and consent of all joint Owners of the Lots from which the vote derived. The right to vote may not be severed or separated from the ownership of the Lot to which it ie appurtenant, except that any Owner may give a revocable proxy; or may assign such Owners' right to vote to a lessee, mortgagee, beneficiary or contract purchaser of the Lot concerned, for the term of the lease, mortgage, deed of trust or contract. Any sale, transfer of conveyance of such Lot to a new Owner shall operate automatically to transfer the appurtenant voting right to the new Owner. In the event additional property is annexed'and made subject to this Declaration, the number of Lots therein, shall be combined 7 4643150 Page: 10~1812D08 of ~1805A TOAUMIITTf1u TITI C 11lC M fltP Q'fC M Cw42no I`w WA with the nurnber of Lots already subject to this Declaration, and the combined number shall thereafter establish - the total votes attributable to the Declarant for voting purpoaes. 6.4 Board of Directors and Officers,. The affairs of the Association shall be conducted and managed by the Board of Directore, and such off icers as the Board of Directore may elect or appoint, all selected and authorized to act in accordance with the Articles and bylawa, as the same may be amended from time to time. 6.5 Power and Duties of the Association,. The Association shall have the powers of a corporation organized under the corporation laws of the State of Washi.ngton applicable to non- profit corporations, subject only to such limitations upon the exercise of such powers as are expressly set forth in the Articles, the bylaws, and this Declaration. The Association shall have the power to do any and all lawful things which may be authorized, required or permitted to be done by the Association under Washington law and under this Declaration,,and the Articles and Bylaws, and to do and perform any and all acts which may be necessary to, proper for, or incidental to the proper management and operation of the Common Area and the Aesociation's other assets, and the affairs and the performance of the other responsibilities herein assigned, including without limitation: i. Asseasments. The power to levy Assessments on any Owner or any portion of the Property and to force payment of such A.9sessments, all in accordance with the provisions of this Declaration. ii. RiQht of Enforcement. The power and authority from time to time in its own name, on its own behalf, or on behalf of any Owner who consents thereto, to commence and maintain notions and suits to restrain and enjoin any breach or threatened breach of this Declaration of the Articles or the Bylaws, and to enforce by injunction or otherwise, all provisions hereof. iii. DeleQation of Powers. The authority to delegate its power and duties to committees, officers, employees, or to any person, f irm or corporation to act as manager, and to contract for the maintenance, repair, replacement and operation of the Common Area. Neither the Association nor the members of ita Board shall be liable for any omission or improger exercise by the manager of any such duty or power ao delegated. iv. Emeraencv Powers. The power, exercised by the Association or by any person authorized by it, to enter upon any part of the Property (but not inside any building 8 4643150 paqe: 10~18~2009 ~09 05A toeueuItrnu TTtf r ruc rn ncr e1c rn e"AsRA IU constructed thereon) in the event of any ernergency involving illness or potential danger to life or property or when neeessary in connection with any maintenance or construction for which the Association is responsible. Such entry shall be made with as little inconvenience to the Owner as practicable. v. Licenses* Easements and Riqrhts-of-Way. The power to grant and convey to any third party such licenses, easements and rights-of-way in, on or under the Common Area as may be necessary or appropriate for the orderly maiutenance, preservation and enjoyment of the Common Area, including maintenance of entry statements and landscaping within any easement areas; and for the preservation of the health, safety, convenience and the welfare of the Ownera, including constructing, erecting, operating or maintaining utilities and drainage facilities within easement areas shown on the Plat for the Property. vi. Oneration and Maintenance of Common Area. Operate, maintain, and otherwise manage or provide for the operation, maintenance and management of the Common Area, including the repair and replacement of property damaged or destroyed by casualty loss. vii. Reserve Account. Establish and fund a reserve account with a reputable banking institution or savings and loan association authorized to do business in the State of Washington, which reserve account ahall be dedicated to the costs of repair, replacement, maintenance and improvement of the Common Area. viii. Taxes and Assessments. Pay all real and personal property taxes and Assessments separately levied against the Common Area or against the Association and/or any other property owned by the Association. Such taxes and Assessments may be contested or campromised by the Aseociation, provided, however, that such taxes and Assesamente are paid subject to action to recover the same, prior to the sale or disposition of any property to satisfy the payment of such taxes and Assessments. In addition, the Association shall pay all other federal, state or local taxes, including income or corporate taxes levied against the Association, in the event that the Association is denied the status of a tax exempt corporation. ix. Insurance. Obtain insurance from reputable insurance companies authorized to do business in the State of Washington, and maintain in effect any insurance policy the Directors deem necessary or advisable, including liability and casualty insurance. 9 4643150 io1ielzoo~a ° ~~a ToIucueTtnu ttTt r tue rn ncr QIG m emvsne r,► We f. Personal Liabilitv. No Member of the Board of Directors, or member of any committee of the Association, or any officer of the Association, or the Declarant or any of its owners or officers, or the manager, if any, or member of the Architectural Committee shall be personally liable to any Owner, or to any other party, including the Association, for any damage, loss or prejudice suffered or claimed on the account of any act, omission, error or negligence unless such person's conduct constitutes gross negligence or willful rnisconduct. ARTICLE VII: ASSESSMENTS 7.1 Covenant to Pav Assessments. By acceptance of a deed to any property covered by thia Declaration, each Owner of such property hereby covenants and agrees to pay all Assessments or charges made in conformity with this Declaration or other applicable instrument, including actual costs and attorneys' fees incurred by the Association in connection with any owner who fails to pay or perform any obligations under this Declaration. Regular Assessments shall be levied based on the need, as determined by the Board of Directors, to cover costs incurred in performing authorized functions of the Association, including, without limitation, maintenance and repairs of Common Areas and improvements thereon, insurance, and maintenance - of a reasonable reserve for future obligatians. 7.2 Assessment Constitutes Lien. All Assessments and charges provided for in thia Declaration including Regular Assessments and Limited Assessments, together with interest, costs and reasonable attorneys' fees which may be incurred in computing, assessing or collecting the same, shall be a charge and lien on the land and shall be a continuing lien upon the property against which each such Assessment or charge is made, which lien shall run with the land regardlesa of transfer of ownership. 7.3 Assessment is Pereonal Obliqation. Each such Asaessment, together with i.nterest, costs and actual attorneys' fees, shall also be the personal obligation of the Owner of such Lot beginning with the time when the Aasessment is presented to the Owner for payment. The personal obligation for delinquent Assessments shall not pass to such Owner's successors in title unless expressly assumed by them but shall remain such Owner's personal obligation regardless of whether he or she remains an Owne r . 7.4 Purpose and Procedure. The Board of Directors may levy a Limited Assessment against an Owner as a remedy to reimburse the Architectural Committee or otherwise pay for costs incurred or to be incurred in bringing the Owner and/or such Owner's Lot into compliance with the provisions of this Declaration. 10 4643150 1Qj18110011 o09 l0~'aA TQIIICiilITTfViJ Ttti c tUe rn nrr eiG m a42no r„ we For violations of provieions for which monetary costa to cure or abate are not readily determinable, such assessment may be made in an amount up to fifty dollare ($50.00) per day (or its equivalent value as compared with January 1, 2001 dollars and as adjusted from time to time by the Board of Directors), for each such violation which remains uncorrected after thirty (30) days' written notice given to such Owner from the Board of Directors, which amount shall be considered a reasonable estimate of liquidated damages to be sustained by all other Owners. Liquidated damage recoveries, to the extent not expended in enforcement or other costs, shall be added to the Asaociation's reserves or apportioned equally among the Owners of all Lots except the 4wners of the Lot(s) from which such assessment was collected. 7.5 Method of Foreclosure. Any assessment lien may be foreclosed by appropriate action in court. Any such lien shall be foreclosed in the same manner as a mortgage. 7.6 Reauired Notice. Notwithstanding anything contained in this Declaration to the contrary, no action may be brought to foreclose the lien created by recordation of a notice of delinquency, until the expiration of thirty (30) days after a copy of sueh notice of delinquency has been deposited in the United Statea mail, certified or registered, postage prepaid, to the reputed Owner of the Lot(s) described in such notice of delinquency at their last known address, and to the person in posseasion of auch Lot(s), and a copy thereof is recorded by the Association in the Office of the Spokane County Auditor. 7.7 Subordination to Certain Trust Deeds and Mortqacres. The lien for the Assessments provided for herein in connection with a given Lot shall be subordinate to the lien of a deed of trust or mortgage given and made in good faith and for value that is of record as an encumbrance against an Owner's Lot prior to the recordation of a notice of delinquency for any Assessments. Except as provided in this paragraph with respect to a trustee or mortgagee who acquires title to or a security interest in a Building Lot, the sale or transfer of any Building Lot shall not affect the Assessment lien provided for herein, nor the creation thereof by the recordation of a notice of delinquency, on account of the Assessments becoming due whether before, on, or after the date of such sale or transfer, nor shall such sale or tranafer diminish or defeat the personal obligation of any 4wner for delinquent Assesamenta as provided far in this Declaration. VIII. EASEMENTS 8.1 Drainacte and Utilitv Easements. Declarant and Owners expressly reserve for the benefit of all the Property, and any other real property as now or hereafter determined by Declarant in 11 • . 4643150 io1iel2ooi2 ~ ~~a Taeucuetmu ttT1 c tuc M ncr 919 m cnAvano ~A a its diacretion, those areas depicted on the Plat of the Property for drainage and utility easements, including rights for the installation and repair of utility services, for drainage of water over, across and upon adjacent the easement areas, for necessary maintenance and repair of any utility or drainage facilities, equipment or apparatus. Notwithstanding anything expressly or impliedly contained herein to the contrary, this Declaration shall be subject to all easements heretofore or hereafter granted by Declarant or 4wners for the installation and maintenance of utilities and drainage facilities that are required for the development of the Property, and any other real property as now or hereafter determined by Declarant in its discretion. In addition, Declarant and Owners hereby reserve for the benefit of all Lot Owners, to run with the land, the right of Declarant to grant additional easements and rights-of-way over the Property, as appropriate, to utility companies and public agencies as necessary or expedient for the property development of the Property, and any other real property, until close of escrow for the sale of the last Lot in the Property to an Owner. ART I CLE I X: R I GHTS TO COMMON A,REAS 9.1 Use of Common Area. Every Owner shall have a right to use the Common Area, which right shall be appurtenant to and shall pass with the title to every Building Lot, subject to the following provisions: 9.1.1 The right of the Association, as it may hold or control such Common Area, to levy and increase Assessments; 9.1.2 The right of the Association to auspend the voting rights and rights to use of, or interest in, Common Area recreational facilities (but not including access to private roads and pathe within the Property) by an Owner for any period during which any Assessment or charge against such Owner's Building Lot remains unpaid; and for a period not to exceed sixty (60) days for an infraction of the Association Rules; 9.1.3 The right of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority or utility for such purpoaes and su.bject to such conditions as may be permitted by this Declaration; and 9.1.4 The right of the Association or the Declarant, to create easementa and construct improvementa on all Common Areas, including but not limited to providing utility and private drainfield or drainfield access, private streets, crossinge, 12 • . 4643150 0118120013 Q910611 raeNCVeTrnu Trti c tWC r,n ncr. tg; nn cniiMans ci, we walkwaya, trails and other recreational improvements deemed desirable by the Association and/or Declarant. 9.2 Desicmation of Common Area. Declarant shall designate and reserve Common Area in this Declaration, and Declarant shall have authority to add to such Common Area through Supplemental Declarations and/ar recorded Plats, deeds or other inatruments and/or as otherwise provided herein. All Common Area ehall be subservient to the Lots within the Property; no Common Area may be sold or conveyed by the Association, nor may any Owner convey any interests in any Common Area apart from ownership of their Lot; nor may any portion of the Common Area be allocated to any Lot's exclusive use. 9.3 DamaQes. Each Owner shall be fully liable for any damage to any Common Area which may be sustained by reason of the negligence or willful misconduct of the Owner, such Owner's resident tenant or contract purchaser, or such Owner's family and guesta, both minor and adult. In the case of joint ownership of a Building Lot, the liability of such Owners shall be joint and several. The cost of correcting such damage shall be a Limited Assessment against the Building Lot and may be collected as provided herein for the collection of other Assessments. ARTICLE X: A►NNEXATION OF ADDITIONAL PROPERTIES 10.1 Bv Declarant. Declarant intende to develop the Property described on Exhibit A, and may, in Declarant's sole discretion, deem it desirable to annex additional real property to the Property covered by this Declaration. Additional real .property may be annexed to the Property and brought within the provisions of this Declaration as provided herein by Declarant, its successors or assigns, at any time, and from time to time, without the approval of any Owner or the Association. The use and development of such additional real property ahall conform to all applicable land use regulations, as such regulations are modified by variances. 10.2 Bv the Association. In addition to the provisions concerning annexationa by Declarant specified in Section 10.1 above, additional real property may be annexed to the Property, subject to the same conditions by the Association upon the exercise by Members of at least two-thirds (2/3) of the votes of the Association. 10.3 RiQhts and Obliqations of Owners of Annexed Propertv. Subject to the provisions hereof, upon recording of a Supplemental Declaration as to any additional real property, all provisions contained in this Declaration shall apply to the additional real property in the same manner as if it were originally covered by this Declaration. 13 . 4643150 0~18110014 o09 Q5A roAucutiTrnu TITic iuc rn ntr tic M 64sne r~ ilA 10.4 Method of Annexation. The addition of additional real property to the Property authorized under Sections 10.1 and 10.2 shall be made by filing of record a Supplemental Declaration or other similar instrument with respect to the annexed property, which shall be executed by Declarant or the Owner thereof and which shall annex such property to the Property. 10.5 Deannexation. Declarant may delete all or a portion of the real property described on Exhibit A, or any previously annexed real property, from the Property and from coverage of this Declaration and jurisdiction of the Association, so long as Declarant has an interest in all of the property to be deleted, and provided that a Supplemental Declaratian of Deletion of Property is recorded in the Office of the Spokane County Auditor in the same manner as a Supplemental Declaration of Annexation. Members other than Declarant shall not be entitled to deannex all or any portion of the Property except on the favorable vote of seventy-five percent (75%) of all members of the Association and written approval of Declarant so long as Declarant owns any portion of the property described on Exhibit "A" or any other real property which is then part of the Property, and written approval of the Owner(s) of the portion of the Property to be deannexed. ARTICLE XI: MISCELLANEOUS 11.1 Term. The easements created hereunder shall be perpetual, subject only to extinguishment by the holders of such easements as provided by law. The covenants, conditions, restrictions land equitable servitudea of this Declaration shall run for a term of twenty (20) years from the date thia Declaration is recorded, unless amended as herein provided. Thereafter, such covenants, conditions and restrictions shall be automatically extended for successive periods of ten (10) years each, unless amended or extinguished by a written instrument executed by menibers holding at least three-fourths (3/4) of the voting power of the Association and such written instrument is recorded witb the Spokane County Auditor. 11.2 Amendment. Except where a greater percentage is required by express proviaion in this Declaration, the provisions of this Declaration, other than this Article XI, may be amended by an instrument in writing signed and acknowledged by the president and secretary of the Association certifying and attesting that such amendment has been approved by the vote or written consent of Owners representing more than three- fourths (3/4) of the votes in the Association, and such amendment shall be effective upon its recordation with the Spokane County Auditor. Any amendrnent to this Article XI ahall require the vote or written consent of Members holding ninety-five percent (95%) of the voting power of the Association. 14 . , 4643150 10~18120015 ~ iQbA ToAucuATtnu TTTI C tuC M ner tic nn e~45,,a r„ ure 11.3 Truet Deed and Mortqaqe Protection. Notwithstanding any other provision of this Declaration, no amendment of this Declaration ahall operate to defeat or render invalid the rights of the beneficiary under any deed of trust or mortgagee under any mortgage covering a Building Lot, made in good faith and for value, and recorded prior to the recordation of such amendment, provided that after foreclosure of any such deed of trust or mortgage, euch Lot shall remain subjeet to this Declaration, as amended. 11.4 Notices. Any notices permitted or required to be delivered as provided herein shall be in writing and may be delivered either personally or by mail. If delivery is made by mail, it shall be deemed to have been delivered seventy-two (72) hours af ter the same has been deposited in the United States mail, postage prepaid, addressed to any person at the address given by auch person to the Association for the purpose of service of such notice, or to the residence of such person if no address has been given to the Association. Such address may be changed from time ta time by notice in writing to the Association, as provided in this paragraph. 11.5 Enforcement and Non-Waiver. 11.5.1 Rictht of Enforcement. Except as otherwise provided herein, any Owner of any Lot shall have the right to enforce any or all of the provisions hereof against any property within the Property and Owners thereof. 11.5.2 Violations and Nuisances. The failure of any Owner of a Lot to comply with any provision hereof, or with any provision of the Articles or Bylaws of the Association, is hereby declared a nuisance and will give~rise to a cause of action by the Declarant, the Association or any Owner of Lot(s) within the Property for recovery of damages or for negative or affirmative injunctive relief or both. However, any other provision to the contrary notwithstanding, only Declarant, the Aaeociation, the Board, or a duly authorized agent of any of them, may enforce by self-help any of tbe provisions hereof only if such self-help is preceded by reasonable notice to the Owner. 11.5.3 Violation of Law. Any violation of any state, municipal or local law, ordinance or regulation pertaining to the ownership, occupation or use of any property within the property is hereby declared to be a violation of this Declaration and subject to any or all of the enforcement procedures set forth in this Declaration and any or all enforcement procedures in law or equity. 15 . • . 4643150 10118120016 of~ 1805A TOAUCUATInU TTtI [ TYC rn ncr cic nn c,,A,n„ r„ WA 11.5.4 Remedies Cumulative,. Each remedy provided herein is cumulative and not exclusive. 11.5.5 Non-Waiver. The failure to enforce any of the provisions herein at any time shall not constitute a waiver of the right to enforce any auch provision. 11.6 InterDretation. The provisions of this Declaration shall be liberally con8trued to effectuate its purpose of creating a uniform plan for the development and operation of the Property. This Declaration shall be construed and governed under the laws of the State of Washington. 11.7 Restrictions Severable. Notwithstanding the provisions of the foregoing paragraph, each of the provisions of this Declaration shall be deemed independent and severable, and the invalidity or partial invalidity oF any provision or portion thereof shall not affect the validity or enforceability of any other provision herein. 11.8 Violations. These covenanta shall not be canstrued as the right to violate any existing or future federal, state or local laws or legal requirements or provisiona. IN WITNESS WHEREOF, the parties hereto have set their h nds and seals this day of , 2001. 10 R.ANDY . M ITCHELL A dn y4i DpIU-LFM L. MITCHELL WAHU, L.L.C., By : Title: 16 ~ 4643150 1011812001 T 9 ~OeSA ToburuArrnu TttI c tue m ncr► QiG nn ~ft4,,,p rA yu STATE OF WASHINGTON ) ) ss. COIINTY OF SPOKANE ) On this day pereonally appeared betore me RANDY D. MITCHELL and DARI,ENE L. MITCHELL, husband and wife, to me known to be the individuals described in and who executed the within and foregoi.ng instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentionecl. GIVEN under my hand and official seal this Ti" day of ' R D. R ~ ~i~' Siol~'•• tC . ' ~ • *NOTAR~ / •tp Pr ' t Name' : ' . PU81.1C : i No ar P li for Washington~ ~,9,~5 ~ Res idin at ~l1-~~1iLtL.. '•u••,f•~•Q•-M•~'~'' N1`_C>`:~ MY commission exPires :Aj-•~'' 1 ~.II1V• " ~s ~ ~ STATE OF WASHINGTON ss. COUNTY OF SPOKANE . On this i V Ti`_ day of or_l-viJe-tA , 2001, personally appeared Kc ~ute1 D. 14i.,w-i-f e and , known or ident i f ied to me to be --he cL. vv-t r:•~~l~ ~ rof WAHU, L.L.C., a Washington limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he his autharized to execute the said inatrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate last above written. ` ~ , P M' VF9~`~~i • ~.~-,~C:h,~c..~~% ~ . ' on Printed Name : J. c.-L c4A7_ IIIg✓ ..cA"z Np7 AR Notary Public f or Washington - : • : Residing at .Sra►Jlaoe:. ~d~:.. PU81.%C My commission e~ires ioo 28~~,0` ~o WAa ~~~It11111~ 17 . ~ 4643150 10l18I20018 o09 ~~A roeucuetmu Trti cTue rn nrP aiG m cnASne r„ VA EXHIBIT "A" LONGVIEW PUD A parcel of land situated in the Northwest quarter of Section 19, Tawnship 25 North, Range ZS North, Range 45 East, W.M., more particularly described as follows: Lots 5, 61 10 aad the North half of Lot 11 in Block 25 of CORBIN A.DDITION TO GREENACRES as per plat thereof recorded in Vo[ume "S" of Platsa Page 30; EXCEPT the North 124.00 feet of the West 181.00 feet of said Lot 5; AND EXCEPT the South 80.00 feet of the West 181.00 feet of said Lot 5; AND EXCEPT the South 130.00 feet of said Lot 6; AND EXCEPT ttie North 11.00 feet of the West 181.00 feet of said Lot 6; AND EXCEPT the East 380.00 feet of said Lot 10; Situated in the Cowity of Spokane, State of Washington. End oFEXMIT "A" CML . _ - 9116 ~ m job.-- _ Plomalnp. eripineartng: J►rehuceturo, Landera" u,cnJrorwra; LmM 9i2wylitg, ' CL~ ~~s,acI'ATES; D~N C--. ~ RECEIVED - AllG 17 ?01ti ISPOM couWr ENWNEffl_ ~ ~ ~ ~ , ~ ~ ~ ~ , - . L~ - ~ T--, ~ QFncX PUBUc oocu~~Nr E cou~nr ENcIwE:_~;"s a~FlC~ ORS NAL ~O,~ECfi 5 P l ~1K SUBMI~AL # - RE1`URN TO ~ ~f 2 5POK4Nt, Wr4 ~ [)EN11E,R~ CO ~ _ f ~ 1 ~ I i ~ ~ I ~ i ~ i D'P%f 1' NAGE 'ECHN CA. REPOR~ . ~ foc the. i - .O NGU EW Li' ' q~S- 4+oP-=t- P~4~ - 'CLC'No. 'S000470 I December,2000 : Prepated fot: ~ ~ ! Mike. Hume: . 8205, N_,. Division ,~StOe:et Spokane,. 'W,A 992~08 ~ Prepared By: - ' C:I. C. Associates, 1nc: . , 707 VV. 7th Avenue- Suite 20.0 Sp,okane, IN.A 99204 (509)458-6$40 , ~ ~ - DRAINAGE REPORT for the LONGVIEW PUD Spokane County, Washington November, 2000 ' The design improvements sho-tvn in this set of plans and calculations conform to the applicsble editions of thc Spokane County Standards fur RoAd and Sewer Constrnction and thc Spokane Connfiy Guidelines for Stormwatei Management. All design deviations have been approved by the Spokane County Engineer. I Approve these plans (eulculations) for construction. This report has been prepared by Nelson W. Ogren of CLC Associates, Inc. under the direction ofthe undersigned professional engineerwhose seal and signature appear hereon. rs ~ AN K s~4~~ , C ~v- "-ASy ~ ♦ 0 WAG~W 4~'- /t,.t11► . . 0 Q ` ° ~J► ~'E•~ _ YJ ~ - Z ~ ► ~ ~ ~ . ~ U l; f2aI? t 6 37451' 46 ~I8T1,~`~' AL 4; a . ~1~~~ ~S~ .,~~`•~101 EXPIRES p5.1g..Q~ EXPIRES l`~~ or.LS John F. Sawyers, P.E. ~ ikS Longview PUD Drainage Narrative GENERAL The proposed Longview PUD an 11.12 acre development of 53 residential lots, generaliy located in the NW 1/4 of Section 19, Township 25 North, Range 45 East, W.M. within Spokane County, Washington. Specifically, the development is located adjacentto and west of Long Road, adjacent to and east of Tschirley Road, between 2"d and 4'h Avenues, within the Spokane Valley. The site is presently vacant with pas#ure land for grazing. A vicinity map has been included within the technical Appendix of this document for reference. PURPOSE The purpose of this report is to determine the extent of storm drainage facilities which will be required to treat and dispose of the stormwater runoff created by the development of the Longview PUD. The storm drainage facilities on this project have been designed in general accordance with the Spokane Countv Guidelines for Stormwater ManaQement to convey and dispose of nunofffrom a 1 0-year design storm eventfor basins with onsite runoffonly. The 50- year storm event was used for those basins or combination of basins with any offsite runaff. AIVALYSIS METHODOLOGY The Rational Method was used to determine the peak discharges and runoffvolumes for all basins created byo►draining intothe proposed development. Weighted RunoffCoefficients, "C" Factors, were used in all time of concentration and peakflow calcu(ations. Forthis project, the Intensity, Duration, and Frequency (IDF) curves from Spokane, Medical Lake, Reardon, Cheney and Rockford areas were used. The Longview PUD development is within the Aquifer Sensitive Area of Spokane County and is therefore subject to '208' treatment requirements. TOPOGRAPNY As can be seen from the basin map enclosed, the site is flat to rolling, with slopes ranging from flat to 3 percent. The existing site na#urally drains from southeast to northwest. The natural topography was used as much as possible to route storm drainage. No concentrated pre- existing flows were observed, norwere there any signs that anything otherthan sheetflow and ground absorption have occurred on this site. C'LCA.SSOC/ATF.S. 1,'VC'. 1 LUN(; VlF.14' !'l 1U SOILS SCS Classifications As can be seen from the accompanying soils map from the Spokane County Soils Survey as performed by the SCS, the site consists of one soil type, within the Class B designation. GgA - Garrison gravelly loam, 0 to 5 percent slopes: This complex of soil is a somewhat excessively drained soil formed from a variety of igneous rock. Surface runoff is slow, and the hazard of erosion is slight. The Spokane Countv Guidelines for Stormwater ManaQement indicate this to be a Type B Soil Group and pre-approved for standard drywell disposal. Onsite Soi/s Investigation Subsurface investigation test pits were excavated in the general locations of the onsfte drainage ponds by members of the STI Northwest technical staff. The test pit logs indicate that the native soils encountered are consistent with the soils listed in the SCS Survey. A site map showing the test pit locations and the test pit logs are provided in the Appendix. DRAINAGE CALCULATlONS SUMMARY Offsite Basin Limits Based on the general geographic tendencies surrounding this site, offs'rte flows from the south enter onto the site. The offsite basin limits were determined from numerous site visits and the existing ground contours observed during the 8" and Long sewer project. A 60-scale basin map, showing basin limits, time of concentration routes and tract locations, is provided at the back of this document. Onsite Basin Limits All runoff within each drainage basin will be collected in the streets and conveyed to the various drainagefacilides and ponds. From high points in the proposed road improvements, assumed lot grading and tract Iocations, the proposed Longview PUD development was divided into 4 major drainage basins (1- 4). Basins 1, 2 and 3 were further divided into sub- basins based on inlet locations. A basin map, showingthe individual basin limits, is provided at the back of this document. CLCASS()C'1.°1 TF..C, !NC 2 LONGL'IrW P[ID Peak Flov+r Calculatrons - Ratianal Method drainage calculations were perFarmed in general accardance wi#h the SDokane Countu Guidelines for Starmwa#er Nianaqement to detennine the runoff volumes and flvw ra#es for each basin. Weigh#ed runoffcvefficients, °C" Factars, were caIculated for each basin, based vn the surface areas, surface types and runvff coefficients described in Table 1 of the Storcnwater Guidelines. The table labeled "SurFace Quantities," pravided 'rn the Appendix, liststhe surface areas, runaff coefficients foreach surfiacetype and the w+eighted runoff caeffcients for each basin. i'eak flow rates were determined for eaeh sub-basin and major basin for eitherthe 10 or 50-year storm euen#, depending on the addition of offsite flaws. The sub-basin peak flow rates were used in the following inlet and pipe calculations. The Peak Flow calculation worksheets are provided in the Appendix. '1208' 7reatment Calculafians Forthis development, the starrn drainage pands are loca#ed in tfact afeas. As shvrrvn onthe basin map, Tracts A, C. D and E wi11 be used for storm drainage storage pands. iVlinimum pond starage volurrtes were calculated in accordance with the `208' trea#ment requirements specified in the _$pokane Gauntv Guidelines for 5tarmwa#er Manaaement. The storage volume foreach pond was desfgned to adequately contain the runaff created bythe first half inch af rainfall upan the street, sidewalk and drivevuay impervious areas within the basin it serves. The individuai pond wolumes provide water qualitytreatment ta a dep#h af 0.50 to 0.67 feet_ The tab#e iabeled "Ponds," pravided in the Appendix, lists each pand bottam elevation and area} side-slnpe rat"ro, and the autlet elevation and area. T'reatment volumes pravided belvw fhe autlets were calculated using the Conic Method of Reservoir Valumes. Provided treatment volumes are greaterthan the required treatment valumes for each drainage basin. Bowsfring Calculafiorrs Bavustring calculations were performed forthe major basins to determine the required storage volume for each majar basin forthe designated storm event. Prvvided pond s#orage volumes, shown in the bowstring calculatians, were determined using a0.90 fQat depth forthe ponds in Tracts D and E(bath have an ou#Iet structure), and a0, 50 foat depth for the pand in Tract C(withaut an vutiet structure). To provide adequate storage within Tract A, a 2'tall retaining wali will providethe addifional storage beyond the treatmentvalume, A copy ofthe details for each storage volume situation has been included in the appendix. Storage volumes vrrere caleulated using fihe Conic Method of Rese€voirVolumes. The storage uolunzes provided are greater than the requice storage volumes rfetermined thraugh the bowstring calculatians. Bowstnng calculation worksheets are included with the Peak Flow caiculations, in th€ Appendix. Cl.C.4SSO('f.4Tl.:.S, lN['. 3 LQNC; L'IETi' PUiJ Runoffvolumes greaterthan the provided storage volumes wili be disposed of, via subsurface infiftration, with standard drywelis. According to the Spokane Countv Guidelines for Stormwater Manaaement, the flow capacities for Type A and Type B drywells in approved soils are 0.3 and 1.0 cfs respectively. These values were used in the Bowstring calculations as the minimum outflow rates, since the native soifs were confirmed to be Type B soils. 1nlet Calculations Inlet calculations were performed in general accordance with the Spokane Countv Guidelines forStomnwaterManaQement and the W.S.D.O.T. Hydraulic Manual to determine the runoff received and by-pass flows for each inlet. By-pass flows calculated forthe inlets on continuous grades were added to the following downgrade inlet. Calculation worksheets for the appropriate storm eventfor inlets on continuous grade and in sump conditions are provided in the appendix. In accordance with Figure 37 of the Sqokane Countv Guidelines for Stormwater ManaQement the maximum flowwidth obseFVed, during the 50-year storm event, was 10.9 feet, providing a minimum of 17 feet of Non-Flood Zone Width. The minimum required width for local access streets is 12 feet. Pipe Calculations H.D.P.E. storm pipe was sized to convey the runoff received from all upstream inlets, and to provide adequate headwater depth within each catch basin. On-site pipe flow schematics and the pipe flow report for each storm sewer system is provided in the Appendix. CONCLUS/ON As demonstrated by the calculations and body of this report, the storm drainage facilities provided in this design will adequately remove from the streets, provide necessary treatment, and dispose of the stormwater runoff for the 10 and 50-year design storms, where appropriate, as required by Spokane County for the Longview PUD. CL(>' 4SSUC1.9 TF.S,1Ne I,CI:VC; i7EW P(_[D APPENDIX MAPS Vicinity Map Soils iVlap Na, 76 DETAI LS Typical Pond Qetaifs Tract A Gross-Section YABLES Surface Quantities Ponds fic Characteristics DRAI NAG E CALC U LATI O N S Peak Flow and Bvwstring Calculativns Inlet and Pipe Ca1culations Rip Rap Calcu[ations NATIVE SOILS INVESTICATION BAs r N nnAP MAPS Vtcinity Map St~~~s Map MAP, ' t 1 ~ r 05 1 06 Ol Q pt v 02 ao z ~ Sgo q ~ EVCLID 08 ,4 Q ~ISS` N J s p o k 7~n i~ - vA~ ~6EV S AN 16 ~P~ 15 - 90 P . . . 4~~ 2 1 ~ w o E PRQ'JE~ LocoaN 2 16 ~ 24 30 Y r_)~H 29 M 25 4 ~ ~4ts' P 6 ~ 32N~ 34 33 ~ ~ 3~. 3d 3 w Y Z ~ ~ ~ I L S "Mm, A P ' I ~ P r SP_'0KAN.E 'C(3UNTY't WA~SHI,NGT._pN r~H€ET NUf+r'1BER, 76 ~ i• ~ r r-~r Q.. - ' M W ~ ~ - . - - ~ ~ l ~ ,y~_ ry ~ 4~ '~*''~~Y - e t t {'•4 ~ ~ ! -d~'' _ _ k ' r~~~:- ~ - a ~ I ' _ _ q~ r " G A}~.~ ~'t_S ~ ~ - 1 r, Y • I ' 1 ~'1 V - ~~SS^~ .'S . ~ T . " •~~w , •i J.:..z ~ sP4 7 ~ ~ 7. 4 I > T,`~~~~~_ • -~.r - e ~ " ~r - ~ - s ~,y _ ~`y^ ,-3~ ~ , t '7t? ~ . _ i i~ , : .~~1•a,'Sx'~ f ~ „-~4= ~ 1 i / _ ~y~ h _ ~ ~ A - ' a. Lr I - - - ~ I ' ♦ _ f _ ~ f `Y ~'*.1 7l' + - - - - - r ~ -^-Y; ~`r _ 3 , • • r r ~ ~ •.^3.. i ~ y - ~ = I - - ~ - - ~ i _ _ r } ~-m•.J~' ~ - 4 rh~ n t l Y: I 4 J - - ~ i • ~ ~ ~ i ~,y al ~ _ 1 - a~ - T''-~_ ~ - • Y ~ , .I - ~a - r ' , t/'~`. - _ t1~il•" - 4 , ♦ M } 'L, i . ' I ~ ,5~ • ! ~ ~ ~ j F~ ^a S ~ - ~ ' ' '~`t _ - ~ _ ~3 . _ • ' ~ • ' F'.-~- +4'^~~ _ 1• ~ _"~dr ' ~ . • ~ r~ ~s ~.."S.~i'~"1{~^'`- .jty.,~_'~.( b;`~4r, I I II I !I RVEY C]'F SPOKANE COUNTY ~ SH EET ?6 . i~ DETAILS, T~~'jca Pond Defails Tract A Cr~~~~Section I DEl MIN, 6EF NOTE: ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL IF GUTTER FLOWUNE IS GREATER THAN 0.5' ABOVE SOD EASEMENT OR R.O. W, DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF BERM ELEV.= GUTTER TOP OF CURB ELEV, FLOWLINE 0 +,20 FT, 1.5" SOD ON TOPSOIL, SOD CURB OROP INSTALLED C4NCURRENT WITH ROLLED OCCUPANCY OF ADJACENT HOllSE CUR6 & GU TTER 3 MAX. ~ ~1 NORMAL GUTTER LINE 3:1 ( TYP ) ~ . .5,-.67' .f.,.- CONCRETE APRON 4" THICK P.C.C. ~ IF TWO OR MORE CUR6 INLETS ARE USED, SET POND 60TTOM WITH 1"-3" TOPSOIL ON RESPECT TO THE LOWEST CURB INLET GUTTER FLOWi.INE ELEVATION GRADEO POIdD BOTTQM GRADED P4N0 60TTOM sECMoNaL VIEw .71*-.88' BEIOW GUTTER FLOWLINE TYP CAL "208" POND W TH OUT DRA NAGE STRUCTURE NOT TO SCALE v. , 'RC VOL,.,,,~ - 4.vv C.F. PROVIDEQ STORM VOLUME = 200 C.F. MIN, BERM ELEV, = 2035.66 NOTE: ORGANIC CARB4N TESTING IS REQUIRED FOR THE TOPSOIL IF THE DRYWEIL GRATE IS GREATER THAN 4.5' ABOVE S00 EASEMENT OR R.O.W. DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF BERM ELEV,= GUTTER TOP OF CURB ELEV, FLOWLINE 0 +.20 FT. 1,5" SOD ON TOPSOIL, S00 CURB OROP INSTALLED CONCURRENT WITH OLLED OCCUPANCY OF AOJACENT HOUSE CURB & GUTTER 3 MAX, NORMAL GUTTER LINE ~"a GRATE ELEVATION •4' 3:1 (TYP) • .51".670 6 . : RAINAGE 3;1 MAx CONCRETE APR4N S1RUCTURE 4" THICK P.C.C. / NOTE: ~ PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN 1"-3" TOPSOIL ON THE NATIVE SOIL AND THE WASHED DRAlN ROCK AND 6ETWEEN GRADED P6ND 80TTOM ~ THE WASHED DRAIN ROCK AND THE DRYWELL BARREL, GRADED ROND BOTTOM ~ 1F TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM WITH 1,11'-1,29' BELOW RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION EDGE OF ASPHALT SECTIONAL VIEW TYP CAL "208" POND W TH DRA NAGE STRUCTURE T NOT TO SCALE NO ALI:AN BLOCK ,CL PL RETAINING WALL'UNITS' I TOP` OF WALI. ~ ELEV=2034.00 ~ 2.5~9 MIN. . • ~ . . ~ , 0, . PoNa eonoM~. ~ ELEV=2032'00', - - ,TYPE B DRYWELL= _ ~ RIM ELEV=2032:50 °o 0 00 a ~ ~ POND C,R . OSS--SECT ON A- A , N:,T.s: ~ ~ 3 ~ 0 ~ ~ 0 0 0 ~ y V ,N a 10 c co J ~ TABLES, sI..irface Qk+lantities Ponds T~ Char~cterislUcs LONGVIEW S0470 Surface Quantities 11130100 NWO RATIONAL METHOD AREA SIDEWALK TREATMENT TREATMENT TOTAL BASIN (SF) (AC) ROOF DRIVE STREET AREA AREA* VOLUME" IMPERVIOUS C"* 1 A ~ 231,051 ~ 5.304 ~ 5.0 ~ 5,0 10,971 ~ 2,187 ~ 15,158 ~ 632 ~ 21,008 ~ 0.35 1 B 264,243 6.066 10,0 13.0 14,075 2,370 21,645 902 33,345 0,37 1 495,294 11.370 15.0 18.0 25,046 4,557 36,803 1,533 54,353 0.36 2A 15,719 0.361 3.0 2,0 2,783 584 ~ 4,167 174 7,677 0.48 2B 91,701 2.105 ~ 11.0 14.0 16,560 2,756 ~ 24,916 ~ 1,038 37,786 0.42 2 ~ 107,420 ~ 2,466 ~ 14.0 ~ 16.0 ~ 19,343 ~ 3,340 29,083 ~ 1,212 ~ 45,463 ~ 0.43 3A 240,808 5.528 11,0 11.0 13,387 4,686 22,473 936 35,343 0.34 3B ~ 40,938 ~ 0.940 ~ 3.5 ~ 5.0 ~ 16,020 ~ 9,633 ~ 27,653 ~ 1,152 ~ 31,748 ~ 0.69 3C ~ 5,410 ~ 0.124 ~ - ~ - 2,713 423 ~ 3,136 131 3,136 0.56 3D 12,228 0.281 1.5 1.0 1,755 300 2,455 ~ 102 ~ 4,210 ~ 0.37 3E 31,310 0.119 1.0 - • - 0 0 1,170 0.13 3 330,694 1.592 17.0 17,0 33,875 15,042 55,717 2,312 75,607 0.43 4 17,159 0.394 1,0 2,0 4,322 1,423 6,545 ~ 273 7,715 0.45 Roof 1170 s.f. C*!' Drive 400 s,f. Pasture • Flat 0.25 Pasture - Rolling 0.30 NOTE: Lawns - Sandy Soil 0.14 " Treatment Area includes street, sidewalk and driveway areas. Drives & Walks 0.80 " Treatment Volume (Required) = Treatment Area ! 24 Pavement & Roofs 0.90 i LONGVIEW S0470 Ponds 11130/00 NWO POND VOLUMES TRACT/ POND POND BTM ~ OUTLET Required DESIGN STORM Required POND Sideslopes ELEV AREA ~ ELEV AREA VOLUME* Volume*" ELEV AREA VOLUME Volume A I 5:1 I 2032.00 I 5,917 I 2032.50 1 5,986 1 2,976 1,533 2034.00 1 6,142 1 12,058 11,151 B ~ No Pond I I I I I l I C ~ 3:1 ~ 2034.81 ~ 343 ~ 2035.31 ~ 572 ~ 226 174 2035.31 ~ 572 ~ 226 - D ~ 3;1 ~ 2033.39 ~ 1,377 I 2034.06 ~ 1,835 ~ 1,072 1,038 2034.29 ~ 2,003 ~ 1,512 1,315 E I 5,1 ~ 2036.83 I 9,825 I 2037.33 ~ 11,232 ~ 5,260 2,322 2037.73 ~ 12,394 ~ 9,976 9,786 F 1 No Pond I I I I I I I 4 ~ 3,1 ~ 2032.83 ~ 360 ~ 2033.50 ~ 572 ~ 309 273 2033.73 ~ 653 ~ 449 141 NOTES: ' Incremental Volumes computed by the Conic Method for Reservoir Volumes. Volume = (1!3) " (Elev2 - Elev1) * (Area1 + Area2 + sqrt(Area1 " Area2)) Where: Elev1 & E1ev2 = Lower and upper elevations of the increment. Area1& Area2 = Areas computed for Elev1 and Elev2, respeciively. Volume = Incremental volume between Elev1 and Elev2. " Required Volume at Outlet = Requfred'208' Treatment Volume. Required Volume for Design Storm = Maximum Storage Required by Bowstring. 1 PondfTract A enclosed with 2' tall block walts, 5:1 sideslope at east end, 2 Pond 4 located on Lot 8, Block 2. 3 Required Design Storm Volumes for Basins 2A & 26 contained in Tract D. LONGVIEW S0470 Tc Characteristics 11 /30/00 NWO RATIONAL METHOD QVERLAND FLOW CUTTER FLOW BASIN SURFACE L S TYPE L S X-SLOPE 1 A ~ Pasture ~ 720 ~ 0.0260 R ~ 215 ~ 0.0080 ~ 2.50% 1 1 B ~ Pasture ~ 670 ~ 0.0250 R ~ 320 ~ 0.0080 ~ 2.50% 1 ~ Pasture ~ 670 ~ 0.0250 ~ R ~ 545 ~ 0.0080 ~ 2.50% 2A ~ Lawn ~ 70 ~ 0.0100 ~ R ~ 85 ~ 0.0080 2.00% 2B ~ Lawn ( 200 ~ 0.0100 ~ R ~ 215 0.0080 2.00% 2 ~ Lawn ~ 200 ~ 0.0100 ~ R ~ 215 ~ 0.0080 ~ 2.00% 3A ~ Pasture ( 355 ~ 0.0150 ~ B ~ 395 ~ 0.0120 ~ 2.50% 3B ~ Asphalt ~ 13 ~ 0.0250 ~ B. C & R~ 640 ~ 0.0155 ~ 2.50% 3C ~ Lawn ~ 80 ~ 0.0100 ~ R ~ 80 ~ 0.0200 ~ 2.50% 3D ~ Lawn I zzo I 0.0270 I - I - I - I - 3E ~ Lawn ~ 220 ~ 0.0320 ~ - ~ - ~ - ~ - 3 ~ Pasture ~ 200 ~ 0.0100 ~ B ~ 215 ~ 0.0080 ~ 2.50% 4 ~ Lawn ~ 50 ~ 0.0100 ~ B ~ 100 ~ 0.0050 ~ 2.00% LONGVIEW SHORT PLAT S0410 Updated Surface Quantities 08117101 NWO RATIONAL METHOD 1 AREA SIDEWALK TREATMENT ~EATME TOTAL BASIN (SF' (AC) ROOF DRIVE STREET AREA AREA* ,JOLUME* IMPERVIOUS C*"' 1 A ~ 231,051 ~ 5.304 ~ 5.0 ~ 5.0 ~ 10,971 ~ 2,187 ~ 15,159 ~ 632 ( 21,008 ~ 0.35 1B 264,243 6.066 10.0 13.0 14,015 2,370 21,645 902 33,345 0.37 1 495,294 11.370 15.0 18.0 25,046 4,557 36,803 ~ 1,533 54,353 ~ 0.36 2A ~ 15,719 0,361 3,0 ~ 2.0 2,783 584 4,167 174 7,677 0.48 2B 91,701 2.105 11.0 14.0 16,560 2,756 24,916 1,038 37,786 0.42 2 107,420 2.466 14.0 16.0 19,343 3,340 29,083 1,212 45,463 0.43 3A ~ 240,808 5.528 11.0 11.0 13,387 4,686 22,473 936 35,343 0.34 3B 57,960 9.331 5.5 8.0 96,550 11,370 31,120 1,297 37,555 0.59 3C ~ 5,410 ~ 0,124 ~ - ~ - 2,713 423 3,136 131 ~ 3,136 0.56 3D 12,228 0.281 1.5 1.0 1,755 300 2,455 142 4,214 0.37 3E 31,310 0,719 1.0 - - - 0 0 1,170 0.13 3 347,716 7.981 19.0 20.0 34,405 16,779 59,184 1,466 81,414 0.43 4 17,159 0.394 1.0 I 2.0 4,322 1,423 6,545 273 7,715 0.45 Roof 1170 s,f. C*** Drive 400 s.f. Pasture - Fiat 0.25 Pasture - Ralling 0.30 NOTE: Lawns - Sandy Soil 0.10 ` Treatment Area includes street, sidewalk and driveway areas. Drives & Walks 0.80 Treatment Volume (Required) = Treatment Area /24 Pavement 8 Roofs 0.90 LONGVIEW SNORT PLAT S0470 Updated Ponds 08117101 NWO POND VOLUMES TRACT! POND POND BTM I OUTLET Required DESIGN STORM Required POND Sideslopes ELEV AREA ELEV AREA VOLUME* Volume" ELEV I AREA VOLUME Volume A I 5:1 f-2032.00 I 5,917 I 7032.50 I 5,986 I 2,976 k-1,533 2034.00 I 6,142 I 12,058 11,151 B ~ No Pond I I I I I I I C I 3:1 ~ 2034.81 ~ 343 I 2035.31 ~ 572 ~ 226 174 2035.31 ~ 572 ~ 226 - ~ D ~ 3:1 ~ 2033.39 ~ 1,317 ~ 2034.06 ~ 19835 ~ 1,072 1,038 2034.29 ~ 2,003 ~ 1,512 1,315 E ~ 5:1 ~ 2036.83 ~ 10,305 ~ 2037.33 ~ 11,721 ~ 5,503 2,322 2037.73 ~ 12,890 ~ 10,416 10,367 F I No Pond I I I I I I I ~ 4 ~ 3:1 ~ 2032,83 ~ 360 ~ 2033.50 ~ 572 ~ 309 273 2033.73 ~ 653 ( 449 141 , NOTES: II ' Incremental Volumes computed by the Conic Method for Reservoir Volumes. Volume = (113)' (Elev2 - Elev1)' (Area1 +Area2 + sqrt(Area1 `Area2)) Where: Elev1 & Elev2 = Lower and upper elevations of the increment. Area1 & Area2 = Areas computed for Elev1 and Elev2, respectively. Volume = Incremental volume between Eled1 and Elev2. " Required Volume at Outlet = Required '208'Treatment Volume. Required Volume for Design Storm = Maximum Storage Required by Bowstring. 1 Pond/Tract A enclosed with 2' tall block walls, 5:1 sideslope at east end. 2 Pond 4 located on Lot 8. Block 2. 3 Required Design Storm Volumes for Basins 2A & 2B contained in Tract D. ~ I i I . -'.LONGVIEW-- SHORTPLAT S.0470_ .Updated;Tc Characteristics 08/17/01 i i NW.O , , RATIONAL- METHOD ;OVERLAND,_FLOW GUTTER'FLQUV_ -B'AS1N °SURR ACE :S TYPE ~L: . . "S., -X=SLOPE-: ' 1 A :Pasture ~ 720 ~ 0.0260 ~ R ~ 215 ~,0.0080 ~ 2.50% I '1 B ~ Pastuce ~ '670, ~ 0:0250 ~ R ~ 320 ~ ,0:0080 ~ ~ 2:50%' I I~ 1 ~ Pastuce ~ 670 ~ 0.0250 R ~ :545 ~ 0:0080~ ~ 2:50%~ 2A ~ Lawn ~ TO ~ 00.100 ~ -R ~ ---85 I 0.0080~ :2:00% - 26 ~ Lawn ~ 200 ~ 6.0.100 21.5 ~ '0.0080 ~ -2.006/6: . .2 ~ -Lawn.- 200 ~ 0.0100 ~ R. ~ 215 0.6000 ~2:00%, 1 3A. ~ 'Pasture ~ ;355. ~ 0:0150 B= ~ 395 -0.0120_~ -2:50%: _ .38~ ~'A.,`s~ihalt" ~ 1-5- ~~0.0250 :.8. &,,.R 6.:4.0 '0;01:,5_.5 ~ 2.50-:0 ~ - - ~ 3c I Lawn I eo- J o.o.~ oo I R .I 80 I o.020.o IZ:so~o . Lawn I 22o I o.0270 I - I- t3E 'Lawn ~ 220 ~ 0:0320 ~ = ~ - ~ - Pasture- 200: ~ 0.01:00 ' B ~ 215 ~ .0:0060 ~ 2.50% 4 L-awn 50. ~ 0:0100 ~ B_ ~ 100 ~ :0.0050 ~ Z00% I I , . ~ ~ ~ ; ~ _ DRAINAGE CALCULATIONS P~~~ ~~ow and Bowstrint~ Caiculations I.Met a,nd Ptpe Caicu ations Rip Rap CalcUlations PEAK FLOW & BOWSTING - CALCULATIONS 0 PEAK FLOW CALCULATION PROJECT: LONGVIEW SQ-Year Design Storm - BASIN: 1A T;_ rt Area 231,051 SF 5.30 Acres 1mp. Area 21,008 SF 0.35 See Surface Quantities worksheet for C calculations. V " :~C 1 720 ft. Overiand Flow Ct = 0.40 L = 720 ft. n = 0.40 S = 0.0260 Tc = 35.74 min., by Equation 3-2 of Guidelines 215 ft. Gutter flow Z1 = 40.0 For Z2 Z2 = 3.5 Type B= 1.0 n= 0.016 Rolled=3.5 S = 0.0080 d= 0.2322 ft. Flow Width 9.3 ft. A R Q Tc Tc total I Qc 1.17 0.12 2.32 1.81 37.56 1.25 2.32 Qpeak for Case 1= 2.32 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 1.99 cfs So, the Peak flow for the Basin is the greater of the two flows, 2.32 cfs PEAK FL01N CALCULATION PROJECT: LONGVIEW 50-Year Design Storm - BASIN: 1 B Tot. Area 264,243 SF 6.07 Acres Imp. Area 33,345 SF C= 0.37 See Surface Quantities worksheet for C caiculations. . ,:AS E 1 670 ft. Overiand Flow Ct = 0.40 L = 670 ft. n = 0.40 S = 0.0250 Tc = 34.64 min., by Equation 3-2 of Guidelines 320 ft. Gutter flow Z1 = 40.0 For Z2 Z2 = 3.5 Type B= 1.0 n = 0.016 Rolled = 3.5 S = 0.0080 d= 0.2500 ft. Flow Width 10.0 ft. A R Q Tc Tc total 1 Qc 1.36 0.12 2.82 2.57 37.21 1.26 2.82 Qpeak for Case 1= 2.82 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 3.16 cfs So, the Peak flow for the Basin is the greater of the two flows, 3.16 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW BOWSTRiNG METHOD PROJECT: LONGVIEW 50-Year Design Storm DETENTION BASIN DEStGN 9ASIN: 1 DESIGNER NWO BASIN:1 DATE. 28-Nov-00 Tot. Area 495,294 SF 11.37 Acres Time Increment (min) 5 Imp. Area 54,353 SF Time of Conc. (min) 38.43 C= 0.36 See Surface QuanUties worksheet for C calculations. Out(law (cfs) 2 Design Year F►ow 50 Area (acres) 11.37 CASE 1 Impervious Area (sq ft) 54353 'C Factor 0,36 610 ft. Overland Flow Area ' C 4.093 Treatment Area 36,803 Ct = 0.40 L= 674 tt. Tlme Time Inc. Intens. Q Devel. VoI.ln Vol.Out Storage n= 0.40 (min) (sec) ((nfir) (cfs) (cu tt) (cu ft) (cu ft) S= 0.0250 38.43 2306 1.22 5.01 15484 4611 10873 Tc = 34.64 min., by Equation 3-2 of Guidelines 5 300 4.58 18.75 7536 600 6936 10 600 3.10 12.69 10242 1200 9002 545 ft. Gutter flow 15 900 2.54 10.40 12539 1800 10139 20 1200 1.98 8.10 13033 2400 10633 Z1= 40.0 For Z2 25 1500 1.72 7.04 14151 3000 11151 Z2 = 3,5 Type 8=1.0 30 1800 1.46 5.98 14415 3600 10615 n= 0.016 Rolled = 3.5 35 2100 1.30 5.32 14974 4200 10774 S= 0.0080 40 2400 1.18 4.83 15379 4800 10579 45 2700 1,08 4.42 15402 5400 10002 d= 0.3100 ft. 50 3000 0,99 4.05 15334 6000 9334 55 3300 0.92 3.77 15379 8600 8779 60 3600 0.87 3.56 15612 7240 8412 A R 0 Tc Tc tohal I Qc 65 3900 0.82 3.36 15722 7800 7922 2.09 0.15 5.01 3.79 38.43 1.22 5.01 ^ 70 4200 0.80 3.27 16321 8400 7921 75 4500 0,77 3.15 16654 9000 7654 Qpeak for Case 1= 5.01 cfs 80 4800 0.75 3.07 17143 9600 7543 85 5100 0.72 2.95 17341 10200 7141 90 5400 0.71 2.91 17972 14800 7172 95 5700 0.69 2.82 18313 11400 6913 CASE 2 100 6000 0,67 2.74 18605 12000 6605 Case 2 assumes a Time of Concsntradon less lhan 5 minutes so that the "208" TREATMENT REQUIREMENTS peak flow =.90(4.58)(Imp. Area) = 5.14 cts Minimum "208" Volume Required 1,533 cu ft Provided Treatment Volume 2,976 cu fl@ 6" depth ~ ORYWELL REQUIREMENTS • 50 YEAR DESIGN STORM So, the Peak Flow for lhe Basin is the greater of the two flows, Maximum Storage Required by Bowstring 11,151 cu ft 5.14 cfs Provlded Storage Volume 12,058 cu ft@ 2' depth Number and Type of Drywells Required 0 Single 2 Double PEAK:PLOW CALCULATION PROJECT: LO'NGVIEW i --1JY-Year D,es,ign Storm - i - , BASIN~: 2A ~ To,t. Area 15;749 SF 0:36 Acres _ Imp.. Area 7;67,7 SF - , ~C= 0:48 See :Surface Quantities wor.ksheet for C calculations. I ~ CA'SEA' 70` ft. Overland Flow Ct = 0.1:5 L- = 70 ft. n,= 040 :S = 0.01'0.0 , -Tc, = .4.4-1 min., by Equation 3-2 of, Guidelines - ;85 ft.;.Gutter flow. , - Z1, = 50:0 For Z2 ' 22 1 5. Type B- 1.0 nl _ 0.0.16 , Rolled = 3.5. , S 0.0080 d_- 0.1240 A. Flow Width 0.2 ft: ~ A R_ _ Q Tc Tc total I Qc. ~ 041 0:06 0.54 1.09 5.50 3.05 _-,0:53 Qpeak:;for:Case 1 0.53 cfs CASE 2 ~ 06'se:2 assurnes .a Time of 'Concentration, less than :5 minutes so that"the peak flow =.90(3.10)(Imp. Are.a) = 0.50, cfs So, the Peak flom-.for the, Basin is the'greater of the-finro flows,, ; - 0.53 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW 14-Year Design Storm _ BASIN: 2B Tol. Area 91,701 SF 2.11 Acres Irtip. Area 37,786 SF C = 0.42 See Surface Quantities worksheet for C calculations. ''»NSE 1 200 ft. Overland Flow Ct = 0.15 L = 200 ft. n = 0.40 S = 0.0100 Tc = 8.28 min., by Equation 3-2 of Guidelines 215 ft. Gutter flow Z1 = 50.0 For Z2 Z2 = 3.5 Type B= 1.0 n= 0.016 Rolled=3.5 S = 0.0080 d= 0.2013 ft. Flow Width 10.1 ft. A R Q Tc Tc total I Qc 1.08 4.10 1.95 1.99 10.27 2.20 1.95 Qpeak for Case 1= 1.95 cfs CASE 2 Case 2 assumes a Time of Concgntration less than 5 minutes so that the peak flow =.90(3.18)(Imp. Area) = 2.48 cfs So, the Peak flow for the Basin is the greater of the two flows, 2.48 cfs PEAK FLOW CALCULATION PROJECT; LONGVIEW 80WSTRING METHOD PROJECT: LONGVIEW 10•Year Design Storm DETENTION HASIN DESIGN BA51N: 2 DESIGNER NWO BASIN: 2 DATE: 28-Nov00 Tot. Area 107,420 SF 2.47 Acres Imp. Area 45,463 SF Time inaemenl (min) 5 C= 0.43 See Surface OuanUties worksheet far C calculafions. Time of Conc. (min) 10.18 Outflow (cfs) 9 Oesign Year Flow 10 CASE 1 Area (aaes) 2.47 Impervious Area (sq ft) 45463 200 ft. Overland Fiow 'C' Factor 0.43 Area ' C 1,060 Ct = 0.15 Asphaltic Area 29,083 L = 200 ft, n= 4.40 Tlme Time Inc. Intens. Q Oevel. Vol.ln Vol.Oul Storage S= 0.0100 (min) (sec) (inlhr) (cis) (cu fi) (cu ft) (cu f►) 10.18 611 2.21 2.35 1926 611 ` 1315 Tc = 8.28 min., by EquaGon 3-2 of Guidelines 5 300 3.18 3.37 1356 300 1066 215 fl. Gutter flaw 10 600 2.24 2,38 1910 600 1310 15 900 1.77 1.88 2019 900 1179 Z1= 54.0 Fot Z2 20 1200 1.45 1.54 2164 1200 964 Z2 = 3.5 Type B=1.0 25 1500 1.21 1.28 2191 1500 691 n= 0.016 Rolled = 3.5 30 1800 1.04 1,10 2214 1800 414 S= 0.0080 35 2100 0,91 0.96 2227 2100 127 40 2400 0.82 0.81 2267 2400 -133 d= 0.2164 ft, 45 2700 0,14 0.78 2282 2700 -418 50 3000 0.69 0.72 2313 3000 -687 55 3300 0,64 0.68 2380 3300 -920 A R Q Tc Tc total I Qc 60 3600 0.61 0.65 2463 3600 -1137 1.25 0,11 2.35 1,90 10.18 2.21 2.35 65 3900 0.60 0.64 2613 3900 -1287 70 4200 0.58 0.62 2711 4200 -1489 Opeak for Case 1= 2.35 cfs 75 4500 0.56 0.59 2795 4500 -1705 80 4800 0.53 0.56 2814 4800 •1988 85 5100 0.52 0,55 2927 5100 •2173 90 5400 0.50 0.53 2873 5400 -2427 CASE 2 95 5704 0.49 0.52 3070 5100 -2630 100 6000 0,48 0.51 3160 6000 -2840 Case 2 assumes a Time of Concentralion less than 5 minutes so that the peak flow =.90(3.18)(Imp. Area) = 2.88 cPs "208" TREATMENT REQUIREMENTS Mlnimum "208" Volume Required 1,212 cu ft ~ Provided TreaUnent Volume 1,246 cu ft Tracts C& D So, the Peak flow for the Basin is the greater of the two flows, DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM 2.99 cfs Maximum Storage Required by Bovustring 1,315 cu ft Pravided Storage Volume 1,512 cu ft Number and Type of Drywells Required 0 Single 1 Double PEAK FLOW CALCULATION PROJECT: LONGVIEW 50-Year Design Storm - BASIN: 3A Tot. Area 240,808 SF 5.53 Acres Imp. Area 35,343 SF C= 0.34 See Surface Quantities worksheet for C calculations. (,;ASE 1 355 ft. Overiand Flow Ct = 0.40 L = 355 ft. n = 0.40 S = 0.0150 Tc = 27.58 min., by Equation 3-2 of Guidelines 395 ft. Gutter flow Z1 = 40.0 For Z2 Z2= 1.0 TypeB=1.0 n = 0.016 Rolled = 3.5 S = 0.0120 d= 0.2343 ft. Fiow Width 9.4 ft. A R Q Tc Tc total I Qc 1.13 0.12 2.73 2.71 30.29 1.45 2.73 Qpeak for Case 1= 2.73 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 3.34 cfs So, the Peak flow for the Basin is the greater of the two flows, 3.34 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW 50-Year Design Storm - BAS1N: 3B Tot. Area 40,938 SF 0.94 Acres Imp. Area 31,748 SF C= 0.69 See Surface Quantities worksheet for C calculations. CASE 1 13 ft. Overland Flow Ct= 0.15 L = 13 ft. n = 0.016 S = 0.0250 Tc = 0.18 min., by Equation 3-2 of Guidelines 630 ft. Gutter flow Z1 = 40.0 For Z2 Z2= 3.5 TypeB=1.0 n = 0.016 Rolled = 3.5 S = 0.0155 d= 0.2250 ft. Fiow W idth 9.0 ft. A R Q Tc Tc total I Qc 1.10 0.11 2.97 3.90 5.00 4.58 2.97 Qpeak for Case 1= 2.97 cfs CAS E 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 3.00 cfs So, the Peak flow for the Basin is the greater of the two flows, 3.00 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW SHORT PLAT 50-Year Design Storm Updated 6ASIN: 3B Tot. Area 57,960 SF 1.33 Acres Imp. Area 37,555 SF C= 0.59 See Surface Quantities worksheet for C calculations. CASE 1 15 ft. Ovedand Flow Ct = 0.15 L = 15 ft. n = 0.016 S = 0.0250 Tc = 0.19 min., by Equation 3-2 of Guidelines 630 ft. Gutter flow Z1 = 40.0 For Z2 Z2= 3.5 TypeB=1.0 n = 0.016 Rolled = 3.5 S = 0.0155 d= 0.2420 ft. Flow Width 9.7 ft. A R Q Tc Tc total I Qc 1.27 0.12 3.60 3.71 5.00 4.58 3.60 Qpeak for Case 1= 3.60 cfs CAS E 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 3.55 cfs So, the Peak flow for the Basin is the greater of the two flows, 3.60 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW 50-Year Design Storm - BASIN: 3C Tot. Area 5,414 SF 0.12 Acres Imp. Area 3,136 SF C= 0.56 See Surface Quantities worksheet for C caiculations. fi' AS E 1 80 ft. Overland Flow Ct = 0.15 L = 80 ft. n = 0.400 S = 0.0100 Tc = 4.78 min., by Equation 3-2 of Guidelines 80 ft. Gutter flow Z1 = 40.0 For Z2 Z2= 3.5 TypeB=1.0 n = 0.016 Rolled = 3.5 S = 0.0200 d= 0.0920 ft. Flow Width 3.7 ft. A R Q Tc Tc total I Qc 0.18 0.05 0.31 0.79 5.57 4.41 0.31 Qpeak for Case 1= 0.31 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(imp. Area) = 0.30 cfs So, the Peak fiow for the Basin is the greater of the two flows, 0.31 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW 50-Year Design Storm - BASIN: 3D Tot. Area 12,228 SF 0.28 Acres imp. Area 4,210 SF C= 0.37 See Surface Quantities worksheet for C calculations. I:ASE 1 220 ft. Overiand Flow Ct = 0.15 L = 220 ft. n = 0.400 S = 0.0270 Tc = 6.51 min., by Equation 3-2 of Guidelines 0 ft. Gutter flow Z1 = 40.0 For Z2 Z2 = 3.5 Type B= 1.0 n = 4.016 Rolled = 3.5 S = 0.0200 d = 0.1040 ft. A R Q Tc Tc total I Qc 0.24 0.05 0.43 0.00 6.51 4.13 0.43 Qpeak for Case 1= 0.43 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 0.40 cfs So, the Peak flow for the Basin is the greater of the two flows, 0.43 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW 50-Year Design Storm - BASIN: 3E Tvt. Area 31,310 SF 0.72 Acres Imp. Area 1,170 SF C= 0.13 See Surface Quantities worksheet for C calculations. ~',ASE 1 220 ft. Overland Flow Ct = 4.15 L = 220 ft. n = 0.400 S = 0.0320 Tc = 6.18 min., by Equation 3-2 of Guidelines 0 ft. Gutter flow Z1 = 40.0 For Z2 Z2 = 3.5 Type B= 1.0 n = 0.016 Rolled = 3.5 S = 0.0200 d = 0.1010 ft. A R Q Tc Tc total I Qc 0.22 0.05 0.40 0.00 6.18 4.23 0.40 Qpeak for Case 1= 0.40 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 0.11 cfs So, the Peak flow for the Basin is the greater of the two flows, 0.40 cfs PEAK FLOW CALCULATION PROJECT: LONGVIEW BOWSTRING METHOD PROJECT: LONGVIEW 50•Year Design Storm DETENTION BASIN OESIGN BASIN: 3 DESIGNER NWO BASIN; 3 DATE; 30-Now00 Tot. Area 330,694 SF 7.59 Acres Time Increment (min) 5 Imp. Area 75,607 SF Tlme of Canc. (min) 29.94 C= 0.43 See Surface Quantl4es worksheet for C alculaUons. Outflow (cfs) 1 Design Year Flow 50 Area (aaes) 7.59 CASE 1 Impervious Area (sq ft) 75607 'C' Faciar 9.43 355 ft. Overiand Flow Area ' C 3.264 Trealment Area 55,717 C1= 0.40 L= 355 ft. Time Time Inc. Intens. Q Devel. Vol.in Vol,Out Storage n = 0,40 (min) (sec)__ (inlhr) (cfs) (cu ft) (cu ft) (OU ft)__ S= 0.0150 29,9a 1796 1.a6 4.78 11a98 1796 9702 Tc = 27.58 min., by Equation 3-2 ot Guldelines 5 300 4.58 14,95 6010 300 5710 10 600 3.10 10,12 8136 600 7536 395 ft. Gutter flow 15 900 2.54 6.29 10000 900 9100 20 1200 1.98 6.46 10393 1200 9193 Z1= 40.0 For Z2 25 1500 1.72 5.61 11288 1500 9788 Z2 = 1.0 Type B=1.0 30 1800 1.46 4.77 11490 1800 9690 n= 0.016 Ralled = 3,5 35 2100 1.30 4,24 11504 2100 9404 S= 0.0120 40 2400 1.18 3.85 11598 2400 9196 45 2700 1.08 3.53 11672 2700 8972 d= 0.2890 N, 50 3000 0.99 3,23 11669 3000 8669 55 3300 0.92 3.00 11745 3300 8445 60 3600 0.87 2.84 11959 3600 8359 A R Q Tc Tc total I oc 65 3900 0.82 2.68 12075 3900 8175 1,71 0.14 4.78 2.36 29.94 1.46 4.78 70 4200 0.80 2.61 12564 4200 8364 75 a500 0.77 2.51 12847 a500 83a7 Qpeak for Case 1= 4.78 cfs 80 4800 0.75 2.45 13247 4800 8447 85 5100 0.72 2.35 13423 5100 8323 90 5400 0.11 2.32 13931 5400 8531 95 5700 0.69 2.25 14215 5700 8515 CASE 2 100 6000 0.67 2.19 14459 6000 8459 Case 2 assumes a Time o( Concentration less than 5 minutes so lhat the N208" TREATMENT REQUIREMENTS peak flow =.90(4.58)(Imp. Area) = 7,15 cfs Minimum "208" Volume Required 2,322 cu ft Provided Treatment Volume 5,260 cu ft @ 6" depkh ~ DRYWELL REQUIREMENTS • 50 YEAR DE51GN STORM So, the Peak flow for the Basin is lhe grealer of the twa flows, Maximum Storage Required by Bowslring 9,786 cu ft 7.15 cis Provided Storage Volume 9,976 cu fl Q 0,9' deplh Nurnber and Type o( Dryweils Required 0 Single 1 Oouble PEAK FLOW CALCULATION PROJECT: LONGVIEW SHORT PLAT BOWSTRING METHOD PROJECT: LONGVIEW SHORT PLA' 50•Year Design Storm Updated DETENTION BASIN DESIGN BASIN: 3 DESIGN: NIMO BASIN; 3 DATE: 17-Aug•01 Tot. Area 347,116 SF 7.98 Acdes Thne increment (min) S Imp. Area 81,414 SF T(me of Conc. (min) 29.91 C= 0.43 See Surface OuanGtles worksheet tor C alculations. Oufflaw (cfs) 1 Design Year Flow 50 Area (acres) 7,98 CASE 1 Imperoious Area (sq ft) 61414 'C' Factor 0.43 355 ft. Overland Flow Area ' C 3.432 Treatment Area 59,184 Ct = 0.40 L= 355 ft. Time Time Inc, Intens. 0 Devel. Vol.in Vof.Out Storage n = 0.40 (min) (sec) (inlhr) (cfs) (cu ft) (au ft) (cu ft) S= 0.0150 29,91 1795 1.46 5.03 12090 1795 90295 Tc = 27.58 min., by Equation 3•2 oi Guidelines 5 300 4.58 15.72 6320 300 8020 10 600 3.10 10,64 8555 600 7955 395 ft. Gutter flow 15 900 2.54 9.72 10514 900 9614 20 1200 1,98 6.80 10928 1200 9728 Z1= 40.0 For Z2 25 1500 1.72 5.90 11867 1500 10367 Z2 = 1.0 Type B=1.0 30 1800 1.46 5.01 12078 1800 10278 n= 0.016 Rolled = 3.5 35 2100 1,34 4.46 12093 2100 9993 S= 0.0120 40 2400 1.18 4.05 12192 2400 9792 45 2700 1.08 3.71 12271 2700 9571 d= 0.2946 ft. 50 3000 0.99 3.40 12268 3000 9268 55 3300 0.92 3.18 12348 3300 9048 80 3600 0.81 2.99 12573 3600 8973 A R Q Tc Tc lotal I ac 65 3900 0.82 2.81 12694 3900 8794 1.78 0.15 5.03 2.33 29.91 1.46 5.03 70 4200 0.60 2.75 13249 4200 9009 75 4500 0.17 2,64 13506 4500 9008 Opeak for Case 1= 5.03 cis 80 4800 0.75 2.57 13928 4800 9128 85 5100 0.72 2,47 14112 5100 9012 90 5400 0.11 2.44 14647 5400 9247 95 5700 0.69 2,37 14945 5700 9245 CASE 2 100 6000 0.67 2.30 15202 6000 9202 Case 2 assumes a Time of Cancentration less than 5 mfnutes so lhat the "208" TREATMENT REQUIRENiENTS peak flow =,90(4.53)(Imry. Are0) = 7.70 cfs Mlnimum 0208" Volume Required 2,466 cu ft Provided Treatment Volume 5,503 cu ft@ 6" depth DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM So, the Peak flow for the Basin is the greater af the two flaws, Maximum Storage R€quired by Bow,skring 10,361 cu ft 7.70 cfs Provided Storage Volume 10,416 cu ft Q 0.9' depth Number and Type of Orywrells Required 0 Single 1 Double PEAK FLOW CALCULATION PROJECT; LONGVIEW 80WSTRING METN00 PROJECT: LONGVIEW 10•Year Design Storm DETENTI4N BASIN DESIGN BASIN: a BASIN:4 ~ATE- <"t-N0v-u0 Tol. Area 17,159 SF 0.39 Acres Imp. Area 7,715 SF Time Increment (min) 5 C= 0.45 See Surface QuanGkes worksheet for C calcutatians. Tlme ot Canc, (min) 5.53 Outflow (cfs) 0.3 Design Year Flow 10 CASE 1 Area (acres) 0,39 = Impervious Area (sq ft) 7715 60 ft. Overland Flaw 'C' Faccor 0.45 Area ' C 0.177 Ct = 0.15 Asphallic Area 6,545 L = 60 ft. n= 0.40 Time Time Inc, Intens. Q Oevel. Vo1.in Val.Out Storage S = 0.0100 (min) (sec) (inlhr) (cfs) (cu ft) (cu tt) (cu ft) 5.53 332 3.04 0.54 244 100 141 Tc = 4.02 min., by EquaNon 3•2 of Guidelines 5 300 3,16 0.56 227 90 137 100 ft. Gutter flow 10 600 2.24 0.40 283 180 103 15 900 1,77 0.31 318 270 48 Z1= 50.0 For Z2 20 1200 1.45 0.26 337 360 •23 Z2 = 1.0 Type 8=1.0 25 1500 1.21 0.21 346 450 •104 n= 0,016 Rolled = 3.5 30 1800 1,04 0,18 353 540 -187 S= 0.0050 35 2100 4,91 0.16 357 630 •273 40 2400 0,82 0.15 365 720 -355 d= 0,1385 ft, 45 2700 0 74 0.13 389 810 -441 50 9000 0.68 0.12 375 900 -525 55 3300 0.64 0.11 387 990 -603 ° A R Q Tc Tc total 1 Qc 60 3600 0.61 0.11 401 1060 -879 0.49 0.07 0.54 1.51 5.53 3.04 0.54 65 3900 0.60 0.11 427 1170 -143 ' 70 4200 0.58 0.10 443 1260 -817 Qpeak for Case 1= 0.54 cfs 75 4500 0.56 0.10 458 1350 -892 80 4800 0.53 0.09 462 1440 -978 95 5100 0.52 0.09 480 1530 -1050 90 5400 0.50 0.09 489 1620 -1131 CASE 2 95 570U 0.49 0.09 505 1710 -1205 100 6000 0.48 0.09 520 1800 •1280 Case 2 assumes a Time of Concentration less lhan 5 minutes so that the peak flow =.90(3.18)(Imp. Area) = 0.51 c1s "209" TREATMENT REQUIREMENT5 Minimum "209" Volume Reqwred 273 cu ft ~ Prnvidec1 Treatsnent Volume 309 cu ft @ 0.67', Pond 4 So, the Peak flow for the Basin is the greater of the two flows, DRYWELL REQUIREMENTS • 50 YEAR DESIGN STORM 0.54 cfs Maximum Storage Required by Bowstring 141 cu ft Providsd Storage Volume 449 cu it @ 0.90' depth Number ard 7ype of Dryvuells Required 1 Single 0 Double INLET & PIPE CALCULATIONS ~ LoNGVIFw s0470 Spokane County, Washington 1 2lQ 1 /d0 Engineer: NWO DRAINAGE INLET StJMMARY Street and Guttcr Basin By-Pass Sump oz Inlets Station Slope Peak Flnw Flow Added Goncinuous Inlet Type (cfs) (cfs) 3RU LANE 2 TYPE la STA 104 60, LT 0.0080 2.32 1.77 Cont. GRATE 3RU LANE 1 a TYPE 2 1 b STA 104 aA, L'f - - 2.37 Sump GRATE 3RD LANE 3 'i`YAE1 2 STA 12+75, L'f 0.008() 3.16 0.06 Cont. URA'I'I3 3RD LANE 4 TYPE1 3 STA 16 ~ 75, LT 0.0080 0.43 0.20 Cot]t. CLIRB MAN1FOIbU LANT- Sb 7"YPE I 4 STA 17t-27.33, LT 0.0200 0.31 0.49 Cont. GRA'TE MANIFOU) LANE 7YpF 1 5a STA 18+ 16.3 7, LT 0.0200 3.00 - Cont. GItA`I'E MANITOI_n LANE Sa 'I`YPF, t 5b STA 18+07.31. LT 0.0200 - 1.41 Cont. GRA7'E. 4`Tf ! 1.ANE TWE 2 6 sTA t l-+ ~5.50.12`t° - 3.34 - Sump ~RATE C'URI3] N Lrr1NE TYFE 1 7 STA 11 }50, RT 0.0080 0.53 - Cont. CtXttB 2NA LANE 7 '1`YI'E 1 8 STA 10+-43.75, LT - 2.48 0.23 Sump cim TSGHIRLEY ROAU '1'YPE2 9 STA 11 +48.8 1, R`P - 0.54 - Sump C.'tT" , NOTE: Ma.acimum Flow Capacities in Sunip Conditions and By-Pass Flow Calcutations for inlets on a continuous grade are provided in the following sheets. Inlets LONGVIEW S0470 Spokane County, Washington l l r30100 Engineer: ti'W0 GR.ATE INLET CALCULATIQNS on Continuous Grade L Inlet Basin Basin + Gutter Crass- Grate Deptb af Gutter Gutter Flow By-Pass Inlet Street and Peak Flaw By-Pass Slope Slope Width Flow Flow Width Velociry Received Flow Station (cfs) Q (ft/fi) 1/Z (ft) (fl) (ft) (fps) (cfs) (cfs) 3RD LANE 2 la STA 10+60, LT 2.32 4.09 0.0080 0.0250 2.00 0.27 14.856 3.159 1.71 2.37 3RD LANE 3 ? STA 12+75, LT 3,16 3.22 0,0080 0.0250 2.00 0.25 9.927 2.931 1,45 1.77 MANIFOLD LAN'E Sb 4 STA 17+27.33, LT 0.31 0.80 0.0200 0,4250 2,00 0.12 4.970 2.421 0.60 0.20 MANIFOLD LANE 5a Sb STA 18+07.31, LT - 1.41 0.0300 0,0250 2.00 0,15 6.141 3.000 0.92 0.49 MANIFOLD LANE - Sa STA 18+1b.37a LT 3.00 3.00 0.0200 0.0250 2.00 0.20 8.141 3.900 1,59 1,41 This form is in accordance with the WSDOT Hydraulic Manual Grate Widths Section 5-5.1, Capacity of Lilets on a Continuous Grade Herringbone =1.67' Vaned =1.67' w/ 1" sump = 2.00' ~ Inlets LONGVIEW S0470 Spokane County, Washington l 1/30/00 Engineer: NVVO GRATE INLET CALCULATIONS in Sump Conditions Inlet Basin Basin - Inlet Maximuln Inlet By-Pass Inlets Street and Inlet Tv . pe Peak Flow By Pass Perimeter Flow Depth" Dischar~e*** Flow Siation (cfs) Q P H Qa Q-Qa 3RD LANE TYPE 2 1 a lb STA 10+50, LT GRATE - 2.37 3.67 0.50 3.89 -1.52 4TH LANE TYPE 2 - 6 STA 11+35.50, RT GRATE 3.34 3.34 3.61 0.50 3.89 -0,55 Grate Perimeters* Qa = C* P* H^ 1.5 TYPE 2 Herringbone = 3.67' Where: C= 3.0, P= Perimeter, TYPE 1 Vaned = 3.67' H= Flow Depth * Grate Perimeter = Available Perimeter Divided by a Safety Factor of Maximum Flow Depth is based on curb crest above inlet. Calculated in accordanee with Spokane County Guidelines for Stormwater Management, Section 4-1. ~ Inlets LONGVIEW 50470 Spokane County, Washington 11130I00 Engineer: ~1W0 CUR.B DROP CALCULATIONS on Continuous Grade Curb inlet Basin Basin + Gutter Roughness Depth Discharge Inlet By-Pass Inlet Slreet and Feak Flow BY-Pass Slope Cross slope Coeff. Z of Flow per Lengtli .Length rlow Station (cfs) Q S 1fZ n n d~ QalLa** La Q- Qa 3RD LANE 4 3 STA 16+75, LT 0.43 0,63 0.0080 0.0250 0.0160 2500 0.14 0.095 6 0.06 CORBIV LANE - 7 STA 11+50, RT 0.53 0.53 0.0200 0.0250 0,0160 2500 0.11 0.075 4 0.23 NOTE: TYPES 1& 2 CURB INLETS Curb Inlet Depression = 2 in. * Calculated per Figure 18 of the Spokane County Guidelines for Stormwater Management Calculated per Figure 16 of the Spokane County Guidelines for Stormwater Management Inlets LONGVIEW S0470 Spolcane County, Washington 12I01/00 Engineer: NWO CURB DROP CALCULATI4NS in Sump Conditions Curb Inlet Basin Basin + Inlet Maximum Maxi,mum By-Pass Inlc:t Street and Ynlet Type Peak rlow By-Pass* Lengtb Flcaw Depth" Discharge*** Flow Statian (cfs) Q (ft) H Qa Q- Qa 2ND LANE TYPE 1 7 8 STA 16+43.75, LT Ct1RB 2.48 2.71 4.00 0.50 4.37 -1.66 TSCHIRLEY ROAD TYPE 2 - 9 STA 11+48.81, RT CURB 0.54 0.54 4.00 0.50 4,37 -3.83 ~ NOTE: TYPE 1 CURB INLET TYPE 2 CURB INLET Qa = 3.087 ~ L* H^ 1.5 Curb Inlet Depression = 2 in. Gurb Inlet Depression = 2 in. VUhere L= Lengtth of Curb Drop, H= Flow Depth Maximum Inlet Height = 6 in. Gurb Inlet Lenglh = 4 ft. Maximum inlet Heighht = 4 in. ~ * By-Pass flows from upstream inlets on coatinuous grades. I Maximum Flow Depth is based on Inlet height Calculated per Section 4-1 of the Spokane Gounty Guidelines for Stormwater Mannagemenc I I Iniets ~ LONGVIEW SHORT PLAT S0470 Spokane County, Washington 08/17/01 Engineer: NWO Revised DR.AINAGE INLET S Y Street and Gutter Basin By-Pass Sump or Inlets Station Slope Peak Flow ~►'loNv Added Continuous Inlet Type (cfs) (cfs) 3RD LANE Z TYPE 1 a STA 10+60, LT 0.0080 2.32 1.82 Co.nt. GRATE 3RD LANE 1 a TYPE 2 1 b STA 10+50a L'T - - 2.41 Sump GRATE 3RD LANE 3 TYPE 1 2 STA 12+75, LT 0.0080 3.16 0.13 Cont. GRATE 3RD LANE 4 TYPE ] 3 STA 16+75, LT 0.0080 0.43 0.30 Gont. GURB MANIFOLD LA1vE Sb TYPE 1 4 STA 17+27.33, LT 0.0200 0.31 0.70 Cont. GRATE MANIFOLD LA"NE TYPE 1 5a STA 18+16.37, LT 0.0200 3.00 - CoAt. GRA'I'E N[AJ~IFOLD LANE Sa TYPE 1 Sb sTA 18+07.31, LT 0.0200 - 1.80 Cont. GRATE 4'I'H LANE TYPE 2 6 STA 11+35.50, RT - 3.34 - Sump GRATE CORBIN LANE TYPE 1 7 STA l 1+50, RT 0.0080 0.53 - Cont. CLaB 2ND LANE 7 T'YPE 1 8 STA 10+43.75, L,T - 2.48 0.23 Sump CI,TRB TSCHIRLEY ROAD TYPE 2 9 STA 11+48.81, RT - 0.54 - Sttmp CURB NOTE: Maximum Flow Capacities in Svmp Conditions and By-Pass Flow Galculations for inlets on a continuous grade are provided in the following sheets. Inlets LONGVIEW SHORT PLAT 50470 Spokane County, Washington 08/17/01 Engineer: NWO Revised GRATE INLET CALCULATIONS on Continuous Grade Inlet Basin Basin + Gutter Cross- Grate Depth of Gutter Gulter Flow By-Pass Inlet Sn•eet and Peak Flow By-Pass Slape Slape Width Flaw Flow Width Velocity Received Flaw Station (cfs) Q (fUft) UZ (ft) (ft) (ft) (fps) (cfs) (cfs) 3RD LANE 2 1 a STA 10+60, LT 2.32 4,14 0.0080 0.0250 2.00 0.27 10.904 3.171 1,73 2.41 3R.D LANE 3 2 STA 12+75, LT 3.16 3.29 0.0080 0.0250 2.00 0.25 10.008 2.951 1,47 1.82 MAIVIFOLD LANE Sb 4 STA 17+27.33, LT 0.31 1.01 0.0200 0.0250 2,00 0.14 5.412 2,645 0.71 0.30 MANIFOLD LANE Sa Sb STA 18+07.31, LT - 1.80 0,0200 0.0250 2.00 0.17 6.717 3.269 1.10 0.70 N1AN1FOLD LANE - Sa STA 18+16.37, LT 3.60 3.60 0.0200 0.0250 2.00 0.22 8.717 4.143 1.80 1.80 This form is in accordance with the WSDOT Hydraulic Manual Grate Widths Section 5-5.1, Capacity of Inlets on a Continuous Grade Herringbone =1,67' Vaned =1.67' w! 1" sump = 2.00' Inlets LONGVIEW SHURT PLAT 50470 Spokane County, Washington 08/17/01 Engineer: NWO Revised CURB DROP CALCiJLATIONS on Continuous Grade Curb Inlet Basin Basin + Gutter Roughness Depth Discharge Inlet By-Pass IAlct Strcet and Peak Flow By-Pass Slope Cxoss slopc Cocff. Z of Flow per I,ength Length Flow Station (cfs) Q S l/Z n n dQa/La** La Q- Qa 3RD LANE 4 ' 3 STA 16+75, LT 0.43 0.73 0.0080 0.0250 0.0160 2500 0.15 0.100 6 0.13 CORBIN LANE - 7 STA 11+50, RT 0.53 0.53 0,0200 0.0250 0.0160 2500 0.1l 0.075 4 0.23 NOTE: TYPES 1& 2 CUR.B INLETS Curb inleti Depression = 2 in, * Calculated per Figure 18 of the Spokane County Guidelines for Stormwater Management Calculated per Figure lb of tlie Spokane County Guidelines for Stormwater Management Inlets LONCVIEW SHORT PLAT S0470 Spokane County, Washington 08117/01 Engineer: NWO Revised GRATE INLET CALCULATIONS in Sump Conditions Inlet Basin Basin + Inlet Maximum Inlet By-Pass Inlets Street and Inlet Type Peak Flow By-Aass Perimeter Flow Depth" Discharge~~* Flow Slatien (cfs) Q P H Qa Q-Qa 3RD LANE TYPE 2 la l b STA l@+SQ, LT GRATE - 2.41 3.67 0.50 3.$9 -1.48 4TH LANE TYPE 2 - 6 STA 11+35.50, RT GRATE 3.34 3.34 3.61 0.50 3.89 -0.55 Grate Perimeters* Qa = C* P* H^ 1.5 TYPE 2 Herringbane = 3.67' Where: C= 3,0, P= Perimeter, TYPE 1 Vanetl = 3.67' H= Flow Depth ~ Grate Perimetex = Available Perimeter Divided by a Safety Factor of 2. Maximum Flow Depth is based on curb crest above inlet. Calculateci in accordance with Spokane County Guidelines for Stiorrnwater Managem,ent, Section 4-1. Inlets - - I LONG~II~EVV°~ ; L;J, DRAMAGEIN LETS .~1 ~6/ I- ~ - - - _w - - 3Td ' ~ ~ 1 2 ~ ~4 ~ ~ ~ ~ LoeJ~a~l1~ ~ i I ~ i ~ I i ~ , - , - - ~ - - ~ - - - - . I I 1 ~ ~ ~i- r-- 2• 71 ~~NGVIE~W.%Ono"' i ~ LJ DRAONAGE "INLETS O.~oC - ~ 3 .e,~ e~s ~ 1 ` Y s ~ ' I I ~ I . 1•41 ~ LA, ~ . . - - . - - Z ~ 0,1 I ~ 10., r' -n I I • _ - ~ - ~ " - Scenario: Base ~ - - - ~ - - - - ~ ~~J a, _ o . ' ~ - - ; . . E5b ~i' ~~tSa I 5 ! I ~ I `I 1 - I 1 1 _I dl i ~ I I ~ Tille; LONG,VIEW Project Engineer:,N.W.O. j;ldocumerit%0004701p1pes2.atm CLC ASSOCIATE$ . SlormCAO v4„1 (428) 121.01100 ,05>18:55,PM CHaesladMethods; Inc: 37-Broakside Road 1iVaterbu,; CT'08~091USA, +t•203-755~1868 Page t, of t i Scenario: Base Pipe Report ',pnningJ Full JpsheamiJpstreamkUpsUeambownstreartbownstreanbownstrean Hydraulic Hydraulic Average Has Material °n Cepacity Inven Ground Cover Invert Ground Cover Grade Grade Velodry Hydraulic (c(s} Elevatlan Elevation (ft) Elevadon Elevatlon (ft) Line In Line Out (fUs) Jump? LD Q (R) (h) (ft) (ft) (ft) (h) ~ Z I 5.38 42.05 45.42 2.36 38.02 41.33 2.30 42.63 39.28 5,57 false Com,galed HDPE (Smooth Interior) m 11 37.92 41.33 2.40 37.83 41,15 2.31 38.93 38.80 6,15 false Corrugated HDPE (Smooth Interior) n a a~ 37.43 41.15 2.22 37.00 39.57 1.07 38.38 38.16 4.49 false CoRUgated HDPE (Smooth Interior) 36.90 39.57 1.17 36.85 38.03 -0.32 37.92 37.87 5,06 false Corrugated HDPE (Smooth Interiar) 57 35.79 2.39 32.50 34.00 0.67 33.04 32.97 4.51 false Corrugated HDPE (Smooth Interior) 34.07 1.17 32.00 34.00 1 17 32.59 32.52 4.74 false Conugated HDPE (Smooth Interior) 33.99 1.49 32.00 34.00 1.17 32.75 32.68 4.96 taiss Carrugated HDPE (Smoolh Interior) Project Engineer. N.W.O. CLC ASSOCIATES StormCAD v4.1(4281 37 Braakaide Road WaterGury, CT 06708 USA +1 •243-755•16fi6 Page 1of 1 - - - ' ~ - - _ - - - - - - " - - I' - , _ .Scenario: Base; ..~.v~ . ~ , . . , I i , . : a3 ~ .,A. 0-2 . ~1 Q ~1b b l-1~a P2 ~ ~ Title:, LONGVIEW ProJecl Eri gineer;"N,W.O. 1:,Idocument1s0004701piqes2.stm CLC~ASSOCIATES, StartnCAD.v4:,t; 1428J 12/01100t.05:16:50 PM B'Haeslad Metfiods;'Inc, 37 Bmokside Rbad Waterbury; CT 067Q8USA +1:203-755-1666 ;Page. i"of ,1 Scenario: Base PmTmo Pipe RePort Label Up Down System Total Lenglh Pipe SecGon Manning Full Upslream Upstream Up Downstream Downstream Down Hydraulic HYdraulic Ave. Has stream stream Added System (ft) Slope Size n Capacity Ground Inverl sUeam Ground Inverl stream Grade Grade Veloaty Hydraulic Node Node Flow Flow (ftlft) (cfs) Eleveaon Elevauon Cover EfevaGon EfevaGon Cover Line In Line Out (ft/s) Jump7 (ds) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) P-1 1•6 I•5a 3.34 3.34 224.00 0.0180 121nch 0.012 5.38 45.42 42.05 2.36 41.33 38.02 2.30 42.63 39.85 7.01 true p-2 1-53 I-5b 5.14 5.14 9.00 0.0100 12 inch 0.012 4.01 41.33 37.92 2.40 41.15 37,83 2.31 39.47 39.32 6.36 false P-3 I•5b 1-4 624 6.,24 86.00 0.0050 15 inch 0.012 4.95 41.15 37.43 2.47 39.57 37,00 1.32 39.08 38.40 5.08 false P-4 1-4 0-1 6.95 6.95 10.00 0.0050 15 inch 0.012 4.95 39.57 36.90 1.42 38.03 36.85 -0.07 38.09 37.91 5.66 false < P•5 1-2 0•2 1.47 1.47 7.00 0.0100 10 inch 0.012 2.37 35.79 32.57 2.39 34.00 32.50 0.67 33.11 32.99 4.58 false P-7 I-1a 0•3 0.00 1.73 7.00 0.0100 10 inch 0.012 2.37 34.07 32.07 1.17 34.00 32.00 1.17 32.66 32.54 4.75 false P•8 1•1b 0-4 0.00 2.41 7.00 0.0100 10 inch 0.012 2.37 33.99 32.07 1.09 34.00 32.00 1.17 32.77 ~ 32,69 4.96 feise 4 i ,y = o rTitle: LONGVIEW Pro°ect En ineer: N.W.O. j.Wacurnent1s0004701 i 2.stm ~ g P I~ CLC Assoclates Inc StormCAD v4.1 [428) 0807/01 02:29:09 PM @ Hasstad Methods, inc. 37 Bronkside Road Walerbury, CT 06708 USA +1-243-755-1666 PaBe 1 of 1 Proflle Scenario: Base Label:1$ Rlm 45.42 fl Surtp:42A5 ft - _ - - - - 46.00 - LabcI:J-Sa- - , - _ ~ _ - 45.00 Label:l-4 LabeGt-5b . Rirtr4133ft ' ~ 144.00 Rim:41.15 R Sunp; 37.82 A - - - - 43.00 , Sump:38.9Q fl J Suap: 37.43 fl ' - ~ . ~ - - - - - 42.00 aQaatlon ((t) - 41.00 Labe1, 0•1 - ~ - - - , 40A0 Sump 388311 ' ~ - - -•~Y~ - - ~ ~ - - 39A0 f ~I i I - ~ ` - - - - - - - ~ 38.00 ' ' - - a 37.00 - 38A0 0*00 0+80 1+00 1+50 2+00 Lap81:P•1 2+50 9+00 3+50 Label;P•4 Label:P-3 LabeL•P•2 StOon(N) Up,Inwrt42.05Q Up, inverr 36.80 fl Up. Inuert 37,43 ft Up, Invert 37.92 A pn, ~nvert 38,02 p Dn. h►vert 36.85 R Dn. Inwert 31,00 ft Dn. tnrert 37.93 R L 224.00 ft L;10.00 fl L:88.Q0 Q L'8,00 f! Size:12 inch ID. Size:15 inch Siae:15 Indh Size: 12 Inch ID. S,0.0180 Mi S:0.0054 9At 5:0,0050 ftAf S:0.0100 flAt Title: LONGVIEW ProJeG Engineer. N.W.O. j;Ndocument\s0004701pipes2.stm CLC Associates Int StormCAD v4.11428J 08I17/01 01:53:00 PM (DHaeslad Melhods, Inc. 378rookside Road Waterbury, CT 06708 USA +1.203-755-1666 Page 1 of 1 ~ 06. 1 tA S, _ ~ - . PW I I - - - - - - - - . -rFZ-A.cT" ~ ~ La = t:BQ + 7Do foc TW Dal2 - ~c=-i ~ D, ~Do I _ ~ - Iw = 1'.02' ~ - ~ • „ . .La' + 7Do for1W > Da/2~~ D ~2 - W/l`• y. ~ Do = ~.~ae ~v~ ;,ft. I I " ' ~ 4 Q Pipt diichatgt~"cfi ~ TW = T3UW3teC, dePth, R- i La Riprap pad -Iangth;_fL. W= Riprap. pad aidth- whrn cbanneJ -is aov,weU-defined, R Note: See Saxi~ -4 for siaag~ rip.rap and~: - blaakr,t , ~ - - 1 - ' I - ' j 4 .-S ~ ~ - o - 300 i - ~ ~ , i . ' 0.1 ~ 5 ~ !2 I ~ . ~ . . ~ :1 - W~-3Da~;0:4C~ W= 30a * 0_4C. i ; - _ ;(Tailwater 10:5 0i ,(Tai1witer.:<,0.5',Dj - i - - - 1 _ _ - -ltiprap Reaetment at ~ ~ . Pipe- Outfall _ ~Guidelines:for Stormwater.~lVianagement ' ~ ki Fi~e Addendum, :February1-998 - - ~ ~4 _6 Pg. 642. ~ . 1 - y( 29)1 ~~w w )I ( to18 • sin e)'Ll OQ ~ Example Lerel Slope, EmOeddeO Stone Emeeeaea Ston$ (j:1.20) W:W/6 dOs rr MAlfe rr s 165 10~, oer 11.3 V:T H, Nr tet Non Emeeaaee sione (y :0.16) Mya 62.410s, per ft3 do :O.S2 fl. or IN42.810L aoi aot 003 O.a ao1 0,00 0.1 o t a! 0.4 o5 0.4 06 1.0 1.0 !.o ~ e!,o 6.0 0.6 • 1.0 to ioa - ~ go io to J~) ` {Y r~ ~ •0 ~.f ~ ~t~ ~ I ~ I ~ ••I ~ 1 •I ~ 1 ~ I 1 W a l~l d7jc !0 . . •r- , ~ 10 :a ~ 40 ~ • ~ ~ • ♦//J~+ . ~ . ~ . I• ' •~O ,O ~ • ~ ~ ~ ' I . 1 ~ ~ ~ ~ O ~ V'O ~ !0 . ~ . _ ~ ~ ~ . ~ ~ ~ ~ » . ~3' r i~ ~ ~ , ~ _ _ ~ ~ . . . . . . . . --~--1- o:o . . . ; ~ _ . . ~ : . , , :o w °p ~ 8 , i I..~; . ~ ~ ~ ~ ~ . : ( I~~~~'~ " , 'r • _ ~ ~ - -F~-~--- ~ ~ o ~ ~ . ~ . - r ~77' > 11 • ♦ _ i / / / / ~ A. 10r ~ t p~ N ~ 10 a R ~ ` ' - • ' i i 1 a ao ~ ~ ~ ~ . , ~ , • ~ ~ ' i o~ s 'r' ~ . ~ ~ • ~ ~ C3. doo~ I" _ • ~ , ' iT-~•~j ~ b~ ~ p , . i ~..LUr~I ~ _ i i i I : L i.., r--• ? o , ' y _Z01 97. c~ 5.~0 I Q' T+ VA ~ ` . ~ 'I OR ~ r - J • . ; ~ ' I /-dW ;00/ : I 1 ~I.• ~ • . . I' . ' I 1 j I ~ QQ _%001 l~I , ~ Y ~ ~ . + • : / • ' ' i r:~• ~ ; I . : i OOP . .,...i . "I . . i: . . . . ; ~ ; % . . i . . . : .s , I ~ ~ 041 0.02 0.03 o,a oAS 0.060.1 o,: 0.3 ,4 0.5 0.6 0.4 1.0 :,a 1,0 .6.0 5,06.o ao io' ' EaunraUnt SpMricol Stone ian+eler (dq) fMl ~ N p5° =0,40' RBQUtItBD RIPRAP &TONE (Wsp) AS A FUNCTION OF VELOCITY AND BANK SLOPE , ~ , A N S S INV ESTIGA- T 1 ON ~~E L STI Narthvwest C~~~~~er, 2000 LONGVIEW P`~--F e BORING HOLE LOCATIONS NOT A PART ~ z'°' 3 & NW 114, SEC''ION 19, T.25 N., R 45 E., W.M. ~ ; g~ ~ ~ ~ SPOKANE COUNTY, WASHINGTON ; -f=9-~-~-•---•r-~•~ I V°. o~ Ao I t~ 11 1JiDUNE 17 13 . ' J_ N 3 8 7,e s%~ 4 3 z ; GRAPHIC SCALE ~ I Z 100 50 104 200 I~ - - ~ NOT A PART ~ ~ I OF PRO,fCT ~ ~ ( ) ~ 10 11 IN FEET , - e 1 inch - 100 ft. ~„1 ~1P-1 ~ - - - - 40- _ - -..G.o~' - c: 1RACT 'V i~ II ~r~~Z 13 ~1~~~~ , y ~_nrt- _•}6 ~ ` ~ i~ M y I.LGMD LANE ►S~~ ~ ~ ~ . . . ~ ~ 4~71P-1 TEST PIT IOCATION fo~ I^'r r _ ~ ~r ~ '-e~ ° _r~ ' 4 ~ - --f3~ _i2_ .~u._ --to' o ' A,.• --3-- "'8 5 ~ - „ ' . 1 I ~ ~ --3 J- ipAA ~ ` ~l ~ ~ ~ & TEST PIT INFORMATION ~ ~ ~ ~ ( 1EST PIT N0. TEST PIT LOCAliQN J TP-1 3RD LANE STA 12+00, 25 LT jZ--=-7- TP-2 3RD LANE, STA 15+00, ON CL 2~~q 4TM t,LAN TP-3 MANIFOLD LANE, STA 18+00, 20' RT TP-4 4TH (J1NE, STA 11+70, 20' LT ~ ~ TP-5 4TN LANE, STA 15+50, ON CL TP-6 CORBIN LANE, STA 12+00, ON CL 5 4 3 2.°`f 1 ~ I TP-7 1'SCHIRIEY LANE, STA 12+00, 20' RT ~I TP-8 CORBIN LANE, STA 13+00, 30' R1 ,,r-' ~ < dl9i ~ c~iw~ p ClC AssroCiOteS, IAC. ~ ~ - Lcnd&ffvey4 A,aiHatun - landscape Ilyddechue 707 Wat 11A •Suila 200 (809) 458-69r0 Spokafle. WA 90101 FA1C (809) 458-684t ~ ~ ~►-r` ~ ~ OG- ~ U.S:=SIEVE aF'ENING M'MCHES 1 U.S.,SIEVE NUMBERS I HYDROMETER 6 4~ 2 3!4 1/2y8 _3. 4•6, 8 f416 ~ 30 SO ~ 100140~ _ - - ,---~---l- , 100 7 95 ~ • ~ ~ ' - ' , gp - ~ - _ , • ~ ~ ~ ~ 85- = ; . _ :1- - - ' -----i- i~ ~ i i80 - ...-~--=1- --L----- - _ 1 1 1 1 75 '70-- ~ ~ - - ~ - ~ - ` ~jrJ - . - ~ ~ ~ - - - ~ - - ~ i _ T'~_. • ~ 1~ / 1 1 1 1 1'1 1, ~ 55,7- . -T-- ~m w 50 ' - .z ~ : 45 _ - _ - _ _ - , ---y- - z. ~ W - ao --s---- ~ - - _ . u, d. ' 35 ~-1-=-- ' , --i--,~: . ~ ~ • ~ - 30__. ' - ' ~ 25__. ~ • ~ ~ i i 20-- T - - T - ~ T ~ ' • 1 1 1 ~ 1 1 1 , - -r- --r ~ -r- ~ ,1Q . - - ~ . ~ ; - ~ , $ - ~ . -1- --i----- -------r- ~ ~ :0 ~ ~ ~ ~ - 100 10 1- 0.1 '0.01 0.001 ~ GRAIN Sl2E'IN MILLIMETERS, S1LT OR CLAY COBBLES~ G~~L ~ ~~D coarse I fine 1 ooarse J rne~um I fine , ' Specimeri,ldentifcation- Clas.sification LL , ~ PL ~ PI ~ Cc Cu - el Tp-2 2.0 1 GP-GM, Po.oriy Graded Gravel'wkh-Sitt-and Sand ~ 17.25~l6.1 m 1 TP4 2.0 ~ GP-GtVI, `Poorly Graded_ Gravel'witfi SiH_and: Sand 1. ~ 11.01 61.1 Al TP-6 . .2.0 1 GP-GhH, `Poorty,Graded Gtavel'tirth Siit-and Sand 5.24 ~ 64. ~ 8pecirmen~ldentification ; D100 D60 ~ D30 D10 ~°Gravel ~oSand ~%S1t I %Clay ol~TP-2. 2.0 76.2 26.19 ~-5A65 70.7 ~ 18:1 ~ 10.6 ~TO- a z.o f 7s.z ~~~o.73a ~ z:sos ~ s~.~ ~ rr:s ~ 10:5 TP-s* z0 762 ~ ~a:043 ~ 2.149 52:9 ~ 36.6 10.1 I- - ~ - I_ I I I I o~ I_ 1 1 I I I I ~ ~ GRA11d SIZE- DISTRIBUTION Project: Longview, PUD: ~ Location: East. of Tschirley Road arid, 3rd Avenue ~ ~ JWTF NORTHWEST Nurnber. c-26-so00470 , - - ~ LOG OF TEST PIT _ 4'1 NoanHWEsr . pRO.rE-cT: c 2asooMo TEsr Prr: TP-1 Geotechnical Investigdaon LOCATION: Langview, PUD 3rd Lane, STA 12+00 25' LT East of Tscbirley Raad and 3rd Avenoe Spokane County, Wasbingtun DATE: 10124100 SCAL.E: 1" = 4' AS'IM Elev. Depth D2487 Description of Materials WL Tests or Notes 0.0 Symbol SILT, with roots, a trace of Gravel, dark brovm to 1.0 - black, moisK. 1 (Topsoi» I ~ POORLY GR,ADED SA]YD with SII.T and GRAVEL fine to medium gainad, brown, moist, ~ densc- ~ (Allw;um) o . ~ ° - SP SM . ~ U - ✓ G. - 'C n _ N - ~ 10.0 POORLY GitADED SAND with GRtlVEL, mixed a with large cobbles and boulders, light browri, moist, . ° ' dense. ~ - SP (Allwium) ~ _ . ~ - w 14.0 PC)ORLY GRADED GRAVEL Rit6 SAND, ~ - o0 medium to coarse graineci,light brown, deme. 3d (Alluv,um) ~ - GP 03 ~ 'd ~o t R - ,4 ~ 20.0 C~ c~ w - n~ cn - ~ ~ - ~ H _ ~ ~ a O _ 0 P ~ a v Q - ~ W M . - ; LOG OF '''I'ES~'~ PIT . - - - _ . - ~ PROJECT: G24,S000470 TEST PIT: TP=Z' ~ ~ Geotee6nica!'Imestiption. ~ LOCATION: Longview; PUD 3rd Lane, STA 15+00 on centerline , East of TschirieyiRmd'and 3rd Avenoe Spolcsne'Coooty; Wag6ingtoh DATE:_ lOVZ4/00' 'SCAL-E: 1`- 41. - AS1~ . - Elev: , Depth D2487 Descriptianbf~Iviaterials WL Tests~ ar Notes . - ~ -0.0- ' Symblol - ~ . 1.0 ML $~'T; with i'°°ts;~ a fia~oe of Gravel, dark b"rown to - -~bl GP a~k,-moist - 2:0 opsoil) ~ ~-POORLY GRAIDED-GRAVEL-wiib'SII:T,and L~ ~SAND; msdium to coars,e..giained, cobbles, ~ Gp~ cQ~ light brown,:mo'fst, ~dei~se: ? :(Allwiun) . ~ ° ~ 5:0 C F(~)URLX GRADEID GRAVEL wit6 SA1~1D, medium:to -coarse grained,v'itti ,oobbles, brown, moisL dense: - _ ~ (Alluvium). _ I - - U I ~ I I ~ ~ C - O ~ cc - > ~ 404 - ` N ~ - ~ Cc ~a -b - ' - v~ - ~ ~ - o ' I ~ .H ' . Q - . r• . ' ~ LOG OF 1'EST PIT s _ J*W NORTHWEST , PROJECT: C 20.5000470 TEST PIT: TP-3 Geotechnical lnvestiption LOCATION: 1oogview, PUA Mnnifotd, STA 18+00 20' RT Fast oiTschirley Roacl aod 3nd Avenue Spokane County, Washington DATE: 10l24/00 SCALE: 1" = 4' ASTM Elev. Depth D2487 Description of Materials Wi,. Tests or Notes 0.0 Symbol 1.0 ML SILT' ~th r°°ts' a trace of Crave), dark brown to GP black, mc~ist. - ~ 2.0 ~M W (Ttspsoil) POORLY GRADFD (;RAYFL witb SILT aod SAND, medium to coFUSe grained, light hrown, Qa moist, dense. (Allwium) o POnRLY GRADED GRAVEL with SAND, o Q medium to coarse grained, with cUbbles, brawna moist, GP o dense. (Alluvnan) a o ~ ~ V 10.0 ~ q - " FOORLY GRADED GRAVEL wit6 SAND, hne to o medium grained, brown, moist, dense. _ ~ (Allwium) GP o ~ O w aQ ? 15.0 ~ POORLY GRADED SAND, medium to coarse A" ed, a b~ace of Gravel, browr% moist_ ~ ~ (Allwitun) ~ SP V - ~ - 0 24.0 O ~ ~ a~ ~ ~ A - 0 ~ - ~ a o _ 0 F ~ O O - _ ~ ~ ~i ,I.OG OF'TE5T PIT . _ ~s~~,~ NOR'THINEST , - - - , I ' PR07EC7': C_20;.S000470 TESTPIT: TP-d Geotechimical Investigatibn L4GA1101V: . Longview, PUD ' 4t6 Lane, ~STA 11+70 20' LT I East'og-,Tscbirley, Road and;3rd Avenue ~ 'Spok:pne Couoty; Wastiington ~ DATE: 10R4100 , 'SCALE:, ~ "ASTNt~ - Elev: Depth D2',4,87 De.scription oFMaterials WL ~ Test.s or- Notes Syinbol - :S1I.T, with roots, a~trace:of GraveI; dark`lirown to - b)ack, moisl. ~ 0 1~ ~ - ;~.POORLY GRADED GRAVEL with.SlL~'~and GP ~SAND,,medium~to coarse,grdined, with cobbles, GM ~o; lig~t brown; moist; ciense. . ~ (Allirvitun) . > . O. - 'C N _ CS = ' .O 3 ~ ~ P. - ~ ,00 a ~ 'b - ~ . - i g , , O ~ _ ~ - a v ~ 0 ~ O O - 'a ~ _ • _ i~ LOG UF TEST PiT - j*W NORTHWEST , PROJECT: C-24-S000470 ?EST FIT: TR-5 Geotechuicai Investigation LOCATION: Longview, PUD 4t6 Lane, STA 15+50 on centertine East of Tscbirley Road and 3rd Avenoe Spokane Gounty, Wasltingion - DATE: 1U1241U0 SCALE: 1" = 4' ASTM . Elev. Depth D2481 Description of Materials WL, Tests or Nates 0.0 Symbol SILT, with mots, a trace of Gravel, dark brovm to 1.51 ML btack, moisL (7'opcsoil) ~ 2- GM SILTY GRAVEL with SANI), crredium to coarse grained, wiih cobbles, light bmNm, moist, dense, f GP 0 (Alluviun) ~ - GM , oEccaarse 'n~, with c bbl~s,d 0 5.0 a ~ ~ browr16 moist. dense. (Aliuvicmn) ~ ~ ~ ~ n~ - > u Q U ~ 'O ~ Q _ 0 ~ ~ - ~ ~ w - N ~ ~ - ~ ~ b ~ 'Ly ~ - ~ O p ~ ~ - ~ C/? ~ - 0 Q ~ r. 0 r- v ~ 0 ! . ~s ~ ~ ` LOG OF TEST PI'I' _ Aw NORTHWEST pRoJEcT. c 20-soM~0 TEsT PrY': TP-6 Geotcchnical Investigatiofl LMAUON: l,ongvi+ew, PiTD Corbin, STA 12+00 on centerline East of Tsehiriey Road aod 3rd Avenue Spolaoe Coanty, WasLington DA'L"E: l U1141'(10 SCALE; 1"= 4* A5`TM Elev. Deglh D2487 Dkscription of Materials WL Tests or Notes 0_0 _ Symbc4 ~.~hq~, SILT, wilh ro~vts, a trace of Cravel, e~ark bznwn to - GP a black, moisL f . ~M (''°~oi1) l P(!t]RLY GRAUED GRAVEI. wi#h SII.,T and r =dium to coarse grained, braravm rinoist, - op ddense. GM (11lluviuurri) 0 PoaRt,x GRAn~ GRAvEL with su.-r $na - sANQ, medium to coe~se grairxd, wii.h cobbles, r light brvwr4 maist deme. (Alfuvi=) I ~ ID ~ ~ Q_ - ~ ~ ~ -v ~ a ~ ~ m ~ ~ - ~ ~ w° - ~ ~ w - a3 ~ ~ ~ "a ~ - ~ O - ~ m ~ a ~ h ~ ~ ~ O f v ~ ~ ~i - ~ ~ a11 H . LUG OF TEST PIT ~ JOW NORTHWEST MoMcr: c Zo-.SOOOa7o TEST P1T: TP-7 Geotec6nical Investigadon LOCATION: Longview, PUD Tsc6irley, S'1'A 12+00 20' RT East oi Tsc6irley Road and 3rd Avenae S ne Coan~' Washington ~ DAZE: 10/24100 SCALE: 1" = 4' ASTM Elcv. Depth D2487 Description of Materrials WL. Tests nr Nates 0_0 Symbol 1.0 ML ~'T~ with r°°ts' a trace of Cnavel, dark brown to - black, moist. 2.0 C'M ~ (Topsoil) f , SILTY GRAVEL, medlum to coarse graineda ~ brown, moist, der~se. - GP } (Alluvium) ~ _ GM ~ POpRLy GRADED CRAVEL wilb SILT and r ° 5.0 ) SAND, medium to coarse grainedy with cobbles, ~ --`light brown, cnoist dense. ~ (Alhrviwn) ~ - ~ ~ ~ ~ .w~ V .y {.p U tn _ ~ 'O ~ C O es _ ~ ca ~ 40- H ~ ~ a ~ ~ ~ cn -o ~ - ~ 0 c. - ~ ~ ~ - ~ H - Q ~ ~ - a O _ 0 ~ ~ ~ Q - J H N W E„, LOG OF TEST PIT _ j*rff NORTNWEST pxoJEcT: c Za,.soooa7o TFST PTl': TP-8 Geotec6nica! lnvestigation LOCATION: Loogview, pUD Corbin, STA 13+00 30' RT F.ast of Tsrbirley Road and 3rd Avenue Spo{csne Couoty, Was6ington DA'TE: 10/Z4/00 SCALE: 1" = 4' AS7fNi Elev. Depth D2487 Description nf Ivtatcrials WI. Tesis or Notes 0.0 Symbol 1.0 ML S1LT, with roots, a trace of Gravel, darlc brown to - black, moist. ~ 2 0 GM (7'opsoil) SiLTY GRAVEL, medium tp co,arse gtained, ~ brown, moist, dense. (Alluvium) ^ P+OORLY GRADED GRAVEL wiib SILT, meciium o Gp ° to coarse gained, with cobbles, brawn, moist, dense. GM (Alluvium) n~ - , a 8.0 ° POORLY GRADED GRAYEL, fYne to meciium ~ - ° grained, grading to Poorly Graded Sand below 1$', - s p brown, maist, dense. (Alluvium) ~ ° o - O ~ o > _ O u 0 4° ° GP o H Q y _ ~ o C. o ~ - Q o ~ ~ OO W O „n o 20.0 ~ - ~ ~ D O b- a. 0 _ 0 Pq V4 ~ N ~ Q ~ ~ ~ ~ BASINMAP. 0 Pfqfotsp ~ ~~~r ENGIN~E~~S ~V~VV'S~IEE~ As Suilt pamu x~;0w*d 5'hort Plwne-,#:, , S `-Y, 288 . -a~ Rpitd R1nns,Apprometf-.~ fil"% Ne~v~o~~l Stntidar`~~-~-,!'S•q~ A~Xlar~ Hc~c?ing: 13uiTding•Dcpt: - - T~clntilic:il Rcvi~w: ~.eI'l~ditlz~l FAr Narvat;d,Rd:k1um, ~.$ii~J-~~5 PtCtir~liic#a►y`~vi8~y; pSf3~'il`?~~ki '~}ipii bate Wec#ived:, 'q$r1;?1`2041 - ~ 14"d Loi DW Squam Eee:t X6.; 'atS; 4 N;p. Atmt 1109. Project Naine UR 3:5SINGLERGS _ Sitr'A4dit*, N.,03TH. vw, I.ONOt S, 3RRACM ~.1sq'I[iLL"Y~. _ A0R1tCG11t - Rmipi Towrtship=Sec.tNan: 4S - ~25 --19 PARC~t$j: (Rtsl, 20) M,ce,f~amc cOi~d~~on~~+~'~c`it:u: °f 'y P1 ~s~9ima~ti' ~Iw~d,iL~rfv ~~la 8205 N. AYvWcm t~, W$ou.be POtitec 'SP0KA1V4,,W~ 99208 Sf.%vtWStA,imt= 'p~i.blia Rhane (509}'467 7400 SrWO1 aiit 3t6 Fire bist l phaai: &at Qwast. :Fia~l~illing, ~~or Mikp Hume' rlqit~tttJ R~~IYy nItd 8205 dit~isip~n 3~ S, [a~~ Surveyb~ nntrtek J Nioori: ~~CATT~.Fi;:W~ 99308 GI~,yACRCaS,1~Ft1 98t1't'6- ASSOGIA'~'CS MC Ptto~4 C~O~►'J ~8-6~13 (509).467L7400 767 W. 7ih ia►v .204 SPOxA-Nt, WA "20,4 PhanZ (~'tf9y458c6840 tipcd Nurfn:: MIKE HOME F,M '(513~~ 458-4844.' $uiTdirtg 477~-367,5•'/M6di`t.iLi-477.~7900 Mm &w 4a'1: 3600 CAitW4t lk3l,i' MA'NATiIfWAtiIT-R aa$ GREOa 0ALUW.IN' Doe.'Submffted7 _ Uderiotinn _ _ I`nitials I~4g)*tt1 TccMnioaYly tOmpiCete Rarvkr+d,Rdi.lip~s~on ~Bqg'Netd ~rgrm3e PiW , tng Need 'traffic Araal}!ais_~ 0W312001 Zict&A9ne, Pay geas l3raw:ived: ! Copy,tu Aacaunfmg FM#grft plJ~ri~ypr~-ss~RccvIv.r#1 ;08fiWk1i Eng Or,etimIlat•AifMCornpictecl -,14olice lr► Aublin Gifoiit:cs to-pubiie # 1. '3. 4 Cotxi l~d-- QrNWO tplir, A~(!W - _ - _ - - ` _ T Dc~~~n°'Oc~i~~tGP Dac~:(I~'~Q4!1~ ~ I I I 1 1 ~ ~ . ~S q~ncyrs ~or Apr.~ Io0` ~I a 9ec - - _ _ _ ~ - - A'PPeuted'fb. 807 Decisinn _ AO De*r C-arid - AppldC-0u4- - - -npptMIW~tr~°.Cow,t,0eci~{an ,Axip Deti .Cand Appld yim, #aS=returw (Sdndy,) , G - - - - - - - -a - - _ - - -St"amptd 208 Lci!' P1Ans !o Soeneta~j,► ~geP~dy~ ~ - - _ _ - ~ - ~ ~ 1-1401- ~etCAVed 4A-*I"H~1 _ _ GDG - - - - - - - - - s - . q 1410 1 v _C P~ ~r!evt ~rv 1►,~" ~1 tiu.~.,r'~I t s1o'~n.S - (eAe - ~ - - - - - _ - _ t - . t1~so lot Smi, _ ~.orA e$hmate 6,p s~ w,-tl~ -c-- ~ - - - _ - - - -q o::, JQW L d" I ■ , ~ , ~ NO. - >>LAT Nf`:kir~ ~ _ - 5 . t S~ - ~r~~~ris•rtc~ - - i~,~~t~~~. , - I'l;it Check l,c:e ov A* I ! k~. - - - - ~ lln~cl i~~I ilts Nc~~~ ~ 9A7 -p Ttii;tl r1r<ii ~ ' - MA P _ Ncarih llrr;nw, scate r:c;i;~ . I~s~~is`,,~1' C3e7riiigs 1?lnt Lucntion I3y "1'itfe Qftic:ia,( Si,tl;imri: {31acl;s Surv~~~orS';C~rtiliCttli _ eff Ro,1& N,inus, Road, wictihs. _ 11'W AfL';1 L4J ~ ~ ~ 1_ot..l': 131ou:k NOrttlx,~r"s l r-'not Stri{3, WA 3!tl'S o~~,Gi_O;:C~r•ilcrs t e4&c ALcrr •rraCt x - ~ . Lot~ '13encli 'tvi-ir•k C1ns&L - - - ± j 1)I;llICt1'1'1 ON - t)csi:rip►initi ("i'o Ivlttp) Q,~vners - - • - . e Cirtilicalc: jo~l'lat I:in -~CI'1; Si:~lt~»>rtIt ~ Acre'ss, l'rciliihitecl ':1:i11~ 1~~•~licnlic~t►, ` - i . _ - - ~ I)c;t.icil~~: L:►~i~i~;i~i: ~ _ OC1i'111se Ct1Vtt1111t,//' - , 1=.IQc,tl, titisurinc:c ~ - _ .?OSl;onc{s=- SI,000.00"ca '208,,PLANS A1'PROV,r-'-D_ _ ~ Privitc: Ro;icl nnc.,#".S 1'rt~±;~tc: itirut~ti+~s•iiiii~__ .lt~~;~il,'il~~n~l; lir~j»•c~vunu~tt ~ r ~J`~~', ,QYj~ y ~ _ ~ ~ Ro:►c4 ltmi'rl 1111,spccti6n . ~f (,U"'N - :Sisnctf f3y.,;i:nbineer /C) . l:t~~~~~i,►:,lt ~at:cl:.t;t,il Callan, Cindy From: Susan Murphy [smurphy @clc-inc.com] Sent: Tuesday, May 07, 2002 7:49 AM To: ccallan@spokanecounty.org Subject: Longview Short Plat Ca.ndy : I finally found the time last night to look through our electronic files of Longview PUD to see if some files had been added/updated on or about 8/17/01, which is the d.ate you reference in your letter of 9/4/01. I plotted copies last night and will send a set down to you for confirmation that these are what need to go to mylar. Let me lazow what else you need to get this buttoned up. Thanks, 5usan 1 . ~ ' . RECEIVED SPOKANE COUNTY TR.ANSNATION TITLE INSURANCE COMPANY NoRTx 72 0ARcornJE nrT 1 19001 S POKANE , WASHINGTON 99212 DIVISION OF PLANNING Prepared f or : Order No.: JM-244236 M=RS HOME Charge: $175.00 N. 9205 DIVISION Tax: $14.68 cc: Pat Moore & Aggociates P L A T C B R T I F I C A T$ Certificate for filing Plat of : SP-1288-O1 In the matter of the eubdivieion to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the- records of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: The East 380.00 feet of Lot 10 in Block 25 of COR.BIN ADDITION TO GREENACRES located in the Northwest quarter of Section 19, Township 25 North, Range 45 East, W.M. as per glat thereof recorded in Volume "S" of Plats, Page 30; EXCEPT the North 200.00 feet thereof; Situate in the County of Spokane, State of Washington. VESTED IN: NORMA J._REILLY, as her separate property. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 55192.0321. Parcel Nos. are provided from the latest Asaessor's Maps available to the Company. Said parcel numbers are not a matter of the public record therefor, the Company makes no assurance as to validity or accuracy relating thereto. Page 1 of 3 . ' y. . ' 'e . ~ i Order No. JM-244236 2. GENERAL TAXES AND POTENTIAL SUPPLEMENTAL ASSESSMENTS, including other amounts due thereunder, which reaults from any change in tax exempt status. The land is currently carried on the tax rolls as exempt from taxea. On the date of a conveyance or change in use which removes it from exempt status, the land will become subject to general property taxes from that date forward. In addition, supplemental asaessments for general property taxes for prior yeare may also be levied against the land. For further information regarding the ahove, contact the County Treasurer. -Tax Account No.: 55192.0321 3. Liability to future assessmenta by Consolidated Irrigation District No. 19. 4. At3R$LMENT AND THS TERMS AND CONDITIONS THEREOF : BETWEEN: Spokane Valley Farms Company, a corporation AND: Community Service Company, a corporation DATED: July 5, 1923 ~RFsCORDED: November 10, 1923, In 8ook "X" of Contracts, page 282 RECORDING NO.: 733599 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.: and providing for lien for unpaid charges for such service 5. Reservations contained in deed recorded Novetnber 34, 1943 under Recording No. 605554A in Book 505 of Deeds.. Page 518, as follows: The Company hereby reserves and the purchaser does hereby grant unto said Company the rights of way now or- hereaf ter deemed necessary by eaid Company for the construction and maintenance of irrigation flumes, ditches, and pipe lines over and across the above describd land for the irrigation of said land as well as other lands, with the rights and privileges to enter upon said land for survey, location, constructfon and repair of said irrigation conduits, either by the Cornpany, or by the owner or owners of lands served by them. Page 2 of 3 ' :.,r, • ' Order- Wo. ,JM-24423.6 6. DONATION EASEMENT AND THE,:TFRMS• AIJD CONDITIONS THEREOF,: GRAN'rEE': The .Un-~i,ted S.t.ates of America PURPOSE;: Irri.gation, turnout and appurteriances - ~ - :AFFECTED: -Acr'oss the East 2.0 f,eet of the South 20 f eet of said, -L- o_t 10 RECORDED: . _ P Decembe "r :0,. 1964' RECORDING NO. : 715'62C :,$ND. OF E%G$PT-IONS: . DATW AS OF-September 25, 2001 at 8,:,00 a-m. TRAN3NATION TITLE INSUR:ANCE CONiPANY BY . - - - - - For 'service on t'hi"s order call: 922-'2222, (FAX) 92,6-1519 ,judie Mi:t~chell , {T~it-le Of f icer sc, -Page 3, of 3 .y - - - - . - - - - • ~ - ° , , ! . • ` ~ . • . . . ~ • . .'r , ~ ' . • + , , L..., ~ `~~y~•1!'t~} • • • i~+~: ~l,r. ' ' ~ ' , • • - • . ~ . . 0 1, : V. . . . - s . . r, , . . 294 PAGf °~f• ~ 02110 TMS SMQ RESETYEO IO= tECOtDt!'S tdL . . PIoHC-ER w►nonuume IHSUaAnCe 7611203029S ~ ow ..~aow m~r~.N+► • FiSed ios Rewrd at Request of FILgp.pR RfiEOR0E0 i = AEauESTaF 11J►k:-.-GWCJ% Tm Z3 q az ~b'16 0 ~ o t~t . i ~ YFRNONW.~HLAHD~J~UDITOA • .I , iPOxAtIE 60ifl~TY.Wk`H. • . ~ Cl~ , ~ _ _ 9 • i d ~•ti° - : ; . . ~ t~ ° ~••t tl~f . ; lOiw LQO , Sfatutorq Vvaztanty Deed ' 1C01tPORATE FORM1 THE GRANTOR gnST REALTY, INC., doing businese as s wlts s nssocIATEs ~ far sna in cmsidaatba at TEN IIOLLARS and other good and valuable consideration ` in 1128d paid. ooaveys aW .a*rants to DEE R. REILLY and NORMA J. REILLY., husband and wife the ioltamiag acacribed na1 atate, sitcated ia the CQyoty o! Spokane , Suu of V11asA'cagtan: THE EAST 380 FEET OF LdT 10 IN BI.OCR 25 OF CORBZN ' ADDITION TO GREENACRES, AS PER PLAT THEREOF RECORDED IN VOLUME "S" OF PLATS, PAGE 30; EXCEPT THE NORTH 200 FEET THERE4F= ' SITUATE IN TAE COtJNTY OP SPOKANE, STATE OF WASHINGTON. ' SUBJECT TO: ° Easements, reatrictions and reservations of record and provisions common to the district. ' IN K'1'T•VESS WTiEREOF, said wrporatim Das eaused tbfs inscnamt to ix esrcuted by Ita praper offioas and its corporate seal to 6e beoettnto aftxed this 4!7% day at , October, 1976 3% Escisc Tra op,RW E+t" ~~~r~~~~~# D~~ • Sale. DotEh " ~/•,G Na/~` 1vc.7~~~ By._...~.r..1.~..~..A~.e4c.a..a~r . . Daii 1N~~:~Ui~iV. Ca~ tta3~,, prcrtde+~t. By....~e , L ' C ~s~ry. S'rAT`E AF WASHINCTON. i Couaey of SPokane SL - 9 7 6. beton aw. dw undersigned. On chis :"D3 day of November, 1976. a Notuy Public in and fot the Staie of «'ashiagton, duly commissioard aad sxnrn, persanaAy appeued wil].iam R. Smith and to aw .knawn te be lhe rfesident and Secfcta*Y, cespeetivdy, of • ~ w ~ . ±o t1u corporatian.Q%*Lezicuted dr toregainR iastrumest, and acknowkdged ehe siid innrvment to oe tba ftft aad A. ° valuntary aet aatl derb •oi satd eorTM,racF.ia, [u: the usea aad purNosea tbecein nwntic+aed, aad Ga aatp stated that . ,Yt612Cd t0 CXCCu« ibe s3ld tf1dfK1HoH♦ -P! f*w• ~L~ M • • ~ ~ ' . • ~ , s ~ ~ ~ jq . ~ *M'~ 7 . 7 . 1 ~~p g 1E ~ ~ .~.ea.~' s~• .~.x~.~' art • ~ *1 y S ~ ir ~ ~ I-Ar ~ • - . a ~ 1 ~ i ~ QD ~ . i ~ , ~ - ~ ~ . ss~~• ~ ~►sl . ~ , ~41.,~' _ _ _ _ i zb" ~ ~ • ~ ~ ' ~ I ~ - ~ .1'35'r- am K+. I • ` ~ TR D ~j ~ r l Z 3 LI 5 b~6 TRC ~ 65 r ►r , ~ • 0 i ~ L r ~ TELA ,,TR 8 ' ~ ~ s• VIME ~ . . . ~ ~i- ~ ~ TRMSNAnON Tm.E tNSURAWCE C0MPAWY ~ DIs sicetch ts FroMded, +rrllhout charge, ior roar ~e tn#armaflarf. (t Is rtai 3ntended io shpwalt maMem ml8ted !o fhe property lrtcludinp, bul nat Ilmited to, area, dfmonsian, easemenfa, encioachmants, or location olboun~dn. ! t Ianot gart af~ nor dnes ft 1 mot#'q, the cOmmitment ot policy 10 which it is ~ oftehad. The camparay assarn$s NO LIABfi.ITY lor ' sny rratter relafad to this sketch. Reforence should ~ be mada ta an eccurate affay tor iurtha I*rrsYon. ~ on. ti s- I ~ . ~ BEFORE THE SPOKANE COUNTY DIVISION OF PLANNING IN THE MATTER OF SHORT PLAT ' FINDINGS OF FACT, NO. SP-1288-01 CONCLUSIONS AND APPLICANT: NORMA REILLY DECISION THIS MATTER, an application for short subdivision of land from Norma Reilly has been received and was decided upon, pursuant to Spokane County Subdivision regulations, on the 11, day of October, 2001. FINDINGS OF FACT AND CONCLUSIONS 1. The individual signing below has further been properly delegated the responsibility for rendering the decision by the Director of Spokane County Division of Planning. 2. The proposal is to divide approximately 1.09 acres into four (4) lots for one existing single- family residence and thres (3) additional single family residential lots, and for those uses permitted in the existing Urban Residential-3.5 (UR-3.5) zone. 3. The proposal is generally located at the northwest comer of the intersection of Long Road and 0 Avenue in the NE'/ of the NW % of Section 19, Township 25 North, Range 45 E.W.M., Spokane County, WA. Tax Parcel No. 55192.0321. 4. The existing zoning of the property is Urban Residential-3.5 (UR-3.5), established in 1991, previously classified as Agricultural (A) in 1958. Pursuant to the Revised Code of Washington (RCV11) 58.17.195, this proposal conforms to the requirements of the existing Urban Residential-3.5 (UR-3.5) zone. 5. The Spokane County Comprehensive Plan designates this area as Urban. The development and uses, as proposed and conditioned, are in compliance with the Urban category. 6. Surrounding uses are primarily residential and the surrounding zoning is Urban Residential- 3.5 (UR-3.5). Lot sizes in the area range between .19 acre and 9.42 acres. 7. The Spokane County Arterial Road Plan identifies Long Road as a County Local Access with a future right-of-way width of 60 feet. The existing right-of-way width of 40 feet is not consistent with that specified in the Arterial Road Plan; however, only the applicable radius at the northwest corner of 4'" Avenue and Lang Road is required for additional dedication. The Spokane County Arterial Road Plan identifies the newly established extension of e Avenue (through PE-1870-00, Longview PUD) as a County Local Access Road with a future right-of-way width of 60 feet. Longview PUD (PE-1870-00) Plat sponsors are dedicating 36 ~ feet, and an additional 2 feet is to be dedicated through the finalization of SP-1290-01. The right-of-way width of 36 feet is not consistent wfth that specified in the Arterial Road Plan. In order to implement the Arterial Road Plan, the Division of Engineering and Roads has required 2 feet of right-of-way dedication. Therefore, as conditioned (such as irnprovements, dedication, sidewalks and acquisition areas) the proposal conforms to the Arterial Road Plan. 8. The subject property is located within the Public Transportation Benefit Area (PTBA). 9. The proposed short plat will be served by Consolidated Irrigation District No. 19 for domestic water. The subject ske lies outside a 15-year sewer service area; however sewer has recently been extended to the site through the infrastructure improvements associated with the finalization of Longview PUD (PE-1870-00), immediately south and west of the subject site. Wastewater disposal will be as authorized by the Director of Spokane County Division of Utilities. 10. The required public notice was provided for this proposal on September 6t', 2001. Agencies having a potential interest in the project were notified on August 1r, 2001 and recommendations solicited. ■ 10. As an altemative method of constructing the road improvement stated herein, the applicant may, : with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvement. At such time as an RID is created or any Road Improvement Pro ect is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to Long Road. 11. The following statements shall be placed in the dedicatory language of the final plat: Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with any applicable accepted plans on file at the County Engineer's Office. Any revisions to the accepted drainage plans must be accepted by the County Engineers Office prior to construction of said revisions. The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property owner(s) fails to maintain the surface path of natural or man•made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner(s). If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. There may exist properties, Iocated uphill and adjacent to this subdivision, which periodically discharge stormwater runoff onto individual lots wfthin this plat. Runoff from nearby uphill properties should be expected, and during snowmelt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff that what is nomnally observed or anticipated. Because stormwater runoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. It is the responsibility of the individual lot owners to maintain existing surface paths of runoff through their respective lots and to grade the lots in accordance with applicable rutes and re$ulations, so as to prevent property damage. WARNING: Spokane County has no responsibility to build, 'mprove, maintain or otherwise service the private roads contained with n or providing servi to the property described in uently by allowing building permit to be issued this ptat. By accepting this plat or subs Iq on property on a private road, Spokane ounty assumes no bligation for said private hat the County h no obligation of any kind or road and the owners hereby acknowled t nature whatsoever to establish, examin surv y, construct, ater, repair, improve: maintain, provide drainage or snow rern al o a private road This requirement is and shall run with the land and shall be binding up the owner, t ir heirs, successors or assi ns includin the obli ation to participate i the maintenace of the private road as pro vded herein 9 9 Findings and Decision SP-1288-01 4 ~ 1 That in consideration of Mutual Benefits now or to be hereafter derived, do for themselves, their heirs, grantees, assigns and successor(s) in interest hereby request and authorize Spokane County to include the above described property in a Road Improvement District (RiD) and to support the formation of a Road Improvement District for improvement of the road(s) described below by requesting and authorizing Spokane County to place their name(s) on a petition for the formation of a Road Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane County to cast their ballot in favor of a RID being formed under the resolution method pursuant to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed under the aftemative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW. If a RID is roposed for improvement of the road(s) described below, said owner(s) and successors)further agree: (1) that the improvements or construction contemplated within the proposed RID are feasible and (2) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the ~r?perty within the proposed RID is sufficiently developed; provided, themselves, their eirs, grantees, assigns and successor(s) shall retain the nght, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of a RID by either the petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decision of the Board of County Commissioners confirming the final assessment roll; provided further, it is recognized that actual assessments may vary from assessment estimate so long as they do not exceed a figure equal to the increased true and fair value improvement(s) add(s) to the property. It is further acknowledged and agreed that at such time as a RID is created or any County Road Improvement project is authorized by Spokane County, the improvements required shall be at the sote expense of the owner(s) of property within the RID or served by the improvements without any monetary participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. This provision is applicable to Long Road. 12. The County Engineer has designated a Local Access Roadway Section for the improvement of Long Road which is adjacent to the proposed development Long Road has been constructed to the Local Access Roadway Section except for curb and sidewalk along the frontage of this development. The construction of curbing and sidewalk is required. 13. The private roads shall be improved to adopted Spokane County Road and Sewer Standards for private roads. Note: Right-of-way is being dedicated for the alignment of 4t' Avenue for use as a public road at an undetermined time in the future. Applicant shail construct a private road rnnthin the future e Avenue Right-of-way for use of the proposed ptat until such time that the County Engineer authorizes 4'' Avenue to be constructed as a public road. Prior to the filing of a final plat the applicant shall execute a Spokane County Notice to the Public No. 4, which authorizes the construction of a private road within the 4th Avenue Right-of-way. 14. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These dvcuments shall be reviewed and approved by the Spokane County + Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 15. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 1-0298, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. 16. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warcants the dedication of additional right of way and the roadway improvements herein specified. Findings and Decision SP•1288-01 5 M 17. °The applicant is advised that there may exist utilities either underground or overtiead effecting the applicant's property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities." "The applicant should contact the applicable utilities regarding responsibility for adjustment or relocation costs and to make arrangements for any necessary work." SPOKANE COUNTY DIVISION OF UTtLITIES 1. The dedication shall state: GPublic sewers shall be constructed to provide for the connection of each parcel to the County's system of sewerage. Uses on properties within the project shall be required to connect to the sewer and pay applicable charges per the County Sewer Ordinance. Sewer connection permits shall be required." 2. Applicant shall submk expressly to Spokane County Division of Utilities "under separate cover", only those ptan sheets showing sewer plans and specifications for the public sewer connections and facilities for review and approval. Commercial devetopments shall submit historical and or estimated water usage as part of the sewer plan submittal. 3. Sewer plans acceptable to the Division of Utilities shall be submitted prior to the finalization of the project. 4. Arrangements for payment of applicable sewer charges must be made prior to issuance of sewer connection penrit. Sewer charges may include special connection charges and general facilfties charges. Charges may be substantial depending upon the nature of the development. 5. Any water service for this project shall be provided in accordance with the Coorclinated Water System Plan for Spokane County, as amended. SPOKANE REGIONAL HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Division of Planning to the utility companies, Spokane County Engineer, and the Spokane Regional Health District. Written approval of the easements by the utility companies shall be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorizzed by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane Regional Health District that an adequate and potable water supply is available to each tract of the plat. 7. Prior to filing the final ptat, the sponsor shall present evidence that the plat lies within the recorded seNice area of the water system proposed to serve the plat. 8. A public sewer system will be made available for the plat and individual service will be provided to each tract prior to sale. Use of individual on-site sewage disposal systems shall not be authorized. Findings and Decision SP-1288-01 6 t ~ 9. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the plat and individual service will be provided to each tract prior to sale. Use of individual on-site sewage disposal systems shall not be authorized." 10. The dedicatory language on the plat shall state: "Use of private weils and water systems is prohibited." Approved this 1't day of October, 2001. Deanna C. Duk&Walter Associate Planner Under State Law and County Ordinance, you have the right to appeat this decision to the Spokane County Hearing Examiner. If you desire to file an appeal, you must submit the appropriate Appeal Application together with the required Fee, payable to the Spokane County Division of Planning, within fourteen (14) calendar days from the date this decisron is signed. Upon receipt of a complete appeal application, a public hearing wi11 be scheduled. + If you have any questions, please call the Division of Planning at 477-7200. c: Spokane County Division of Engineering and Roads/Traffic Circulation Spokane County Division of Engineering and Roads/Development Services Spokane County Division of Utilities/Information management Spokane County Division of Utilities/Stormwater Utility Spokane County Division of Building and Code Enforcement Spokane Regional Health District Spokane County Fire Protection District No. 1 Consolidated Imgation District No. 19 Spokane County Air Pollution Control Authority Norma J. Reilly, Owner Mike Hume, Agent Pat Moore, Surveyor ~ Findings and Decision SP-1288-01 7 ~ . - _ - - - ~ FP(It,3 ~a r<<! 't--i LS d ) i i Z' ! Ok ; H i ~r-4 1►~~° 1 :0, IS~F~~:~ti~` ~LOT~ 1 ,~~~0,Lu1=1';LOt=:?3I 111 !-1DtS~~ . ~ x=IUTU ? 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RECE(VEp SPOKANE COUNTY TRANSNATION TITLE INSURANCE COMPANY NORTH 7 2 O ARGONNE SPOKANE, WASHINGTON 99212 npT Prepared for : f•~NNING Order No.: JM-244236 MIRg HUMg Charge: $175.00 N. 9205 DIVI3ION Tax: $14.68 cc: Pat Moore & Agsociates REcFj\ED P L A T C E R T I F I C A T$ QCT 1;, 2001 Certificate for filing Plat of : ~~~~NTY ENONEM SP-1288-01 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United Statea DistriGt Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: The East 380.00 feet of Lot 10 in Block 25 of CORBIN ADDITION TO GREENAGRES located in the Northwest quarter of Section 19, Township 25 North, Range 45 East, W.M. as per plat thereof recorded in Volume "S" of Plats, Page 30; EXCEPT the North 200.00 feet thereof; Situate in the County of Spokane, State of Washington. VESTED IN: . NORMA J._REILLY, as her separate property. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel PTo. 55192.0321. Parcel Nos. are provided from the latest Assessor's Maps available to the Company. Said parcel numbers are not a matter of the public record therefor, the Company makes no assurance as to validity or accuracy relating thereto. Page 1 of 3 ' • • Order No. JM-244236 2. GENER.AL TAXES AND POTENTIAL SUPPLEMENTAL ASSESSMENTS, including other amounts due thereunder, which results from any change in tax exempt status. The land is currently carried on the tax rolls as exempt from taxes. On the date of a conveyance or change in use which removes it from exempt status, the land will become subject to general property taxes from that date forward. In addition, supplemental assessments for general property taxes for prior yeaxs may also be levied against the land. For further information regarding the above, contact the County Treasurer. Tax Account No.: 55192.0321 3. Liability to future assessments by Consolidated Irrigation District No. 19. 4. AGRSEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Spakane Valley Farms Company, a corporation AND: Community Service Company, a corporation DATED: July 5, 1923 RECOR.DED: November 10, I9231, In Book "X" of Contracts, page 282 RECORDING NO.: 733599 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.: and providing for lien for unpaid charges for such service 5. Reservations contained in deed recorded November 30, 1943 under Recording No. 605554A in Book 545 of Deeds, Page 518, as follows: The Co an hereb reserves and the mP Y y purchaser does hereby grant unto said Company the rights of way now or hereafter deemed necessary by said Company for the construction and maintenance of irrigation flumes, ditches, and pipe lines over and across the above describd land for the irrigation of said land as well as other lands, with the rights and privileges to enter upon said land for survey, location, construction and repair of said irrigation conduits, either by the Company, or by the owner or owners of lands served by them. Page 2 of 3 Order No. JM-244236 6. DONATION EASEMENT AND THE TERMS AIVD CONDITIONS THEREOF: GRANTEE: 'The United States of America PURPOSE: Irrigation turnout and appurtenances AREA AFFECTED: Across the East 20 feet of the South 20 feet of said Lot 10 RECORDED: December 17, 1964 RECORDING NO.: 71562C END OF E%CEPTIONS DATED AS OF September 25, 2001 at 8:00 a.m. TRANSNATIORT TITLE INSURANCE COMPANY BY For service on this order call: (509) 922-2222 (FAX) 926-1519 Judie Mitchell, Title Officer sc Page 3 of 3 ' • , . . . • _ . . . . _ . , , , - ^Tf r. . .s _ • . ° o . ~ ; , • ~ ,%`'e a . . . . - . _ . . ~ ~ _ ~ ~o • ~►r , . , . ^ rc~. 294 PAcE 723 ~ • ?HIS SPAC[ RESEfyFO fOR QECOimEt S tl3E _ ~ pIoHGeR nrATIauALmn,E INSUaArrcE 76I10'2030Z95 ~ . .,,em w",." J Filed fos Record at Request of FItEaoR RScoaaEO ~ REauEST a~'Th*: `.rh~t;tA m~ o ~a~! Z3 442 ?H'16 { sPaK,w oE~Ntirr.w~sH. Qj'o • ~~.:7 I r ~ ~ 1 foxr c.sv c Statutory W~airantY DeFd ' lCORPORATE FORM1 THE GRA.tiTOR KREST REAI,TY, INC., doinq business as WRS 6 ASSOCIATES ~ tor and in consideratian of TEN DOLLARS and other gaod and valuable consideration in t,saad pud, oooveys and .nrrancs to DEE R. REILLY and NORMA J. REILLY o, • husband and wife the follaw'sng desrn'bed real atate, sitcuced in che Coeaty oi SpokaAe , Suu of Wa~.hingtoa: THE EAST 380 FEET OF LOT 10 I2J BLOCR 25 OF CORBIN ADDITION TO GR]EENACRES, AS PER PLAT THEREOF RECORDEO IN VOLUME "S" OF PLATS, PAGE 30; EXCEPT TAE NORTA 200 FEET TAEREQF= SITUATE IN TAE COUNTY OF SPOKANEs STATE OF WASHZNGTON. SUHJECT T0: Easements, restrictions and reservations of record and provisions comnon to the distrfct. ' rx «'lT1ESS Z1tIiEREOF, saia corporsuon has causea " friorum«,c co ne executea by in peoa affloas and its corporaee seal co be 6ereuato affizcd this 457% day ot Qctober, 1976 3% Esdse Tu ap,Rtal Esl" _._...•~1.1•`~•a~/-~..~~~~'~`'~.'^~•~-(ab•~t~+ '~l~~F....J._.~ Sale, Detc~ P/;~: XZ137j By A~..tka.~e~r P+►uidtut. DU MVOWY, Co. tr3~6 ~ .aZIF I BS►....~~yC~yG~~Gi~~araL.l~'~ r..~~ s,.~. ~,,,y, 5'rA u'ASHINGTC1N, ~ ss. Covncy of Spokane + • Qr► this :103 day of NOVembe=, 1976 . betore aw, cbe andeaigetcci. a Nc,tary Public ia and tar the State of Washiagton. duly tommissioncd znd svrorn, persanaily appeared tnilliam R. Smith and ' to au knmrvn to be Ihe t'resida►t and Secretary, mspectivety, of the torporatian.tlui <x~cuted &-e (otcgaing instrumer►t, and a:knowieBRcd the said iastrumtat to oe thr lere aad r. valuntacy arc and cer0 •af s,id curpiraciua, tur the uses aad purPOses eiurein axstioned. aad en aa:b ststed tbae authotitrd ta execute the satd iosttttmtnt antt fM* r}- .r . . ~ J-1 : - G ~ ~ ~ ' • R ~ - . _ ,q ~ ~ ADD,~7►,p~+1/ 6 , . ~ ~ 7 ~iF1~~E5 ~ I ~ 7 I 1~ t4 ~ ~QQa~~ deQ R~ ~ 0 g ° . ~ ~ ~ ~ ~ • • 4 ~'.3 . ~ ~ L.Rajjy .f A . ,s~' 3' ~ ' r 3AT I }C.~ ~ ~ A040, ` , r ~ ~ i ' - • . ' ' ~ i ~ ~ d TR D j2 1 2 ~ ~i 5 ~ b TRC ~ . y • ~ . ~ ~ Q ~ ~ ~ ( ~J ~ • ~ ~ \AR ~ A 4i' ~ ~ ~ ~ ~ • I w ~ ; ~ ' • ~ ~ ~ I + ~ ~ ~ • 111 } rwuasNnTtoN TMJE IrtsuWcE cDkOAW i~ Thls s#cetch is prMded, withaul charge, f ar pour ~ f [nFOsmaflon. It is not int$ftded to shaw a(I moers ~ relatetl to tho prdp" inaluftg, bul noi Itmoted to, area„ dirtonsians, easetnents, encroachments, or Fo far.atio n of bouridedes. lt fa rtat part of. tt4r does It I m ~ad~~y, Ihe ca~nminneni of poff~y to whicn i~ ~ ' ~ dtd. fhecampanyassurne& lY4LlABllfi'Ytw ~ ariy rrat#er nefa4ed to Ihls sketch, Raimnw sRauPd he made tc an accurats survey fue furthet i*rma*n. ' - - Berto, Dave From: Hohman, John Sent: Monday, January 07, 2002 2:43 PM To: Berto, Dave; Walter, Deanna Subject: FW: SP-1288-01 Hume - Final Short Plat I just received a bond far the missing sidewalk. i'm not sure ff they added the required statement in the drainage language. If they did, I'm OK with them proceeding to final plat. Thanks, John Hohman -----Onginal Message----- From: Hohman, John Sent: Monday, Octaber 29, 20019:52 AM To: Wa![er, Deanna; Berto, Dave Cc: IGmball, Sandy; Lftde, Colleen; Callan, Cindy; Sims, Brenda; Peherschmidt, Lucy Sutrject SP-1288-01 Hume - Final Short Piat 10129/01 I have reviewed the request for final plat and have the following comments: • Road and drainage plans have been accepted. • A bond is required for the improvements that have not been constructed. • The following drainage language is missing from the plat dedication: "Spokane County does not accept the responsibility of maintaining the drainage course on private lots or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property." Please let me know if you have any questions. Thanks, John V. Hohman, P.E. 1 46435es ip~19 J2001 10:0 ~ • rru~m c~:~MSCa a sn.m qrtve fa. ~a After Recording Retnrn To: Spokane County Engineer Attn.: Rigbt of Way Departmeat ~ ~ Documcnt Titio: Notice to tha Public No. 4 . GrentorQar tvoRMA J. Rsr;.:PY • Grant=(s); Govemment, County of Spokene Leg,al Description: PTN. NWI, SF.C. 19, TWN. 25N, RG. 45 BAST, W. M. Additianel Legal Descxiption: 3ee Page 2 Assessors Tax Parul Number(d): 55192 . 0321 Reference Tiumber. Log ln Date: 10-16-01 Requesbed hy: DAVE Prepared by: ~n pucpose; SP-1288 1tF No(D4.: I689 Road Nameft 4TH AVENIIF SPOKANE COUNT'Y DIVISION OF ENGINEERING Spokane County, Waghington j~ N0. 4 NUTICE TO T~ PUBLIC IIV THE MATTER OF AGREEMENT WAIVING PROTEST TO FORMATION OF ROAD IIViPROVEMWT DISTRICT: KNOW ALL MEN BY THESE PRESENTS, That NORMA JUNE REILLY, bei,ng the owners of the following described lands in consideration of Mutual Beaefits to be hereafter derived do for theinselves, their heiis, grantees and assigns, hereby agree to the followiag: 'Chere may be a need in the future to construct a public road to serve the lands herein described. Said road shail be constructed ia accordance witb the then adopted Spukane Covmty Road Standards for public roads. Said road to follow, as near as practicabie, the existing County road right of way. If additional right of way is required, the owners, their heirs aadlor assigfls agree to deliver to Spokane County a properly signed and executed Right of Way Deed covering the required additional right of way. The owners or successors in interest agree to authotize Spokane Couaty to include the below described property in a Road Improvemeat District (RiD) and to support t'he formation of a Road Improvement District for itnprovemeat of the road(s) described below by requesting aad . autborizang Spokane County to place their name on a petition for formation of a Road Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane County to cast their ballot in favor of a RID being fonned under the resolution method pursuant , to RCW 36.88.030, and/or by not filing a protest against the fomaadon of a RID being formed under the altemative resolutioA method pravided for in RCW 36.88.065 and Chapter 35.43 RCW. 1 4643586 0~1912001 o 10 Q11 MIIMTY CIY:111FCA Y !~n m fthre ci a If an RID is proposed for improvemeat of the road(s) de.scn'bed below, sald owneis aud • suocessors furttter agree: (1) tbat the unprovements or construction contemplated within the proposed RID are feasible, and (2) thet the benefits to be derived from the #'oimation of the RID by the praperty iacluded therein, together with the aanount of any County participation, exceed the cost and eacpense of fonnstion of the RID, and (3) that the property wittun the praposed RID is sufficiendy developed; pmovided, the owaers or successors shaU retain the right~ es authorizeci uader RCW 36.88.090, ta object to aay assessment(s) on the property as a resuit of the improvements called for in coqjunction with the fonnation of a RID by either the petition or resolution rnethod under Chapter 36.88 RCW and to eppeal to the superior caurt the decisivn of the Board of Counfiy Commissioeers confimning the finai assessment rvll; provided further, it is reeognized that actual asscsmats may vary from assessme,nt e.stimate so long as they do not exceed a Sgure equal to the increased true and fair value the improvement add to the properiy. By ellowing a building permit to be issued on propetty haxing access from an unmaintained . County roa+d, Spokane County assumes ao obiigation for said road, and tbe owners herelry ackaowledg+e that the County has ao obligatian of amr kind or aatuue whatsoever to establish, examine, survey, coostruct, aJter, repair, improve, maintain, provide drainage or snow removal on said road. Tfie requirement is and shall rvn with the land and shall be binding upon the owaers, their hoirs, successors or assigns, undi seid road is improved to Spokane County R,oad Stauderds and accepted by tbe Cownty foc maintenance. • The undersigned owners, their heirs, successors or essigfis hereby release Spokane County, and al,l ifis officers, employees and agents from any responsibility or liability for any damage whatsoever bDthe hereinabove described lands and improvements thereon as a result of allowing _ a building gernnit to be issued on property which is setved by a unmaintaiaed County road.. This Agreetment applies to the improveraeut of FOURTH AVENUB , RF No. 1684 , by gradiag, draining, surfaciag, curbing, paving, and sidawallc consttuction, including traffic control facilities and relateci work. These requircments are and shall run with the land and shalt be binding upon the ownecs, their heirs, successors or assigns. 'Ihe Road Improvement District (RID) waiver in thi.s agreement shall expire after ten (10) years from the date of execution below. The above conditions and covenant apply to the following de,scribed properiy: ASSE$SORS PARCEI. NO(8).: 55192 . 0321 TFIE EAST 380.00 FSET QF LOT 10, BLOCK 25 OE CdRBIN ADDITION TO GREENACRES AS PER PLAT THEREOF RECORDED IN VOLDME "S" OF PLATS, PAGE 30, SPOKANg COIINTY, WASIiIN6TON. EXCEPT TFIE NORTH 200.00 FEET. 2 . ~ - - I ~ 4s~3ses PaIe: -.:3 of-1 10 ,1912001 10:4?A fYNaTY'FA1:T61FiA N SA M Cn4110 fn .ird ' IN ..iSS m3ERE4F;; _ I -have hereunto set my bandand sealQ6)' t}us dgy~Of OCTOBER , ZQ OI . $y:' . . _ .1a~u~ - - - $Y; ;NORMA JiJNE • REZ ' STATE=OF WASHINGTON ; ) COUNTY~OFSPOK:ANE ~ ss. I certify ,thai I know or have satisfactory evidence that. NoRMn J-vNE REiLLY 'rsla*,die individual(o w}io,aPPeared before me, and'said .individual(10 acknowtedged.~.that *gsliel&- yxsigaed;'this. instivment, and * ackaowledged it as' k~lher/~ fi~ee and voluntary act, for.the:uses and puaposes mentioned~in"the iiistrutneat ~4 ai►y of. oCToHER , zo o.1 . . ngiea tnit /9y NOTAA Z LIC ,o~clw~. _sr.iu. In aad fo_r, the State of Washington, '~RAYMOMD T. ,-M00PI TCSId' St - S O. _ . . I~Ae. noT~nr P .1 STA?E -OP 1N/~t![PIC~TC~l4 M aPP ointment eXPire5: - rn -coMMission g.xPUtcs ' Y . I twfortnslnotice; to public 4 reg-notaryllic 3 i I / SAOKANE COUNTY DIVISION 4F ENGIlVEERING 1026 W Broadway, Spokane WA 99260 (509) 477-3604 Land Use File # APPLICANTS NAME _00<C07 14V~6 BLDG # <6 a Qs N. Plul OTHER # MAILING ADDRESS ~ S~ T Z~ R L4 s a~ars 7 ~ PAItC'L;L # PHONE - #1 -7 y W ROAD NAN1E 41k AoV6 PHONE - #2 7 M ROAD FILE NO. . The following documents are needed before the Spokane County Engineer's Departrnent can begin processing your land use application as approved ~ AGREEMENT TO PAY F'EES have been collected. RECORDED COPY OF DEED (with Auditors Stamp), DEED OF TRUST, contract or coaveying instrument. These may be obCained &om the County Auditor, 2nd floor of the Courthouse. LEGAL DESCRIPTION (detailed and camplete) of your access easement. A LISTING OF NAIVIES of i.ndividuals who will be signing the documents. These individual names should appear as the person(s) Iegally sign their name. CURRENT ASSESSOR'S MAP which depicts the location of the properiy and legal description. OWNERSffiP NIICRO-RUN. These may be obtained from tlle County Assessors, 1 st floor, of the Courthouse. ~ RECORD OF SURVEY or legal descriptions of parcels cs~~- ~-p• r I L P T'he necessary documenrs will be prepared by the Engineer's Departrnent, Right-of-w-ay Section, upon provision of the infonnation noted above. You will be notified when 1he documents are ready for signature. The documents may be sent to you, however, IT SHOULD BE NOTED THAT ALL SIGNATiJRES MUST BE NOTA►RIZED. The Engineez's Department does have notaries available if yau choose to sign the documents at our office. x Please caU when ready Please mail when ready Notice to Public Riglit-of-way co~~s Rhy PAR s_ . -,tWtous ~ AV& I-Qs IN Co lu uc4ldtluj Zh P l1s7V LWs v IPw tAi Right-of-way Agent Forward to you from MipartTP-07/0i . 16 Spokane County Engineers 1026 W Broadwey Spokane VVA 9926¢0170 509)477-3600 Document TiUe DECLARATIOV OF COVENANT Reference 1Vumbers Legal Description Parcel Number Grantors and Grantees In consideradon of the approval by Spokme CAUnry of (hereinafter refened to as the "Development"), the; undersiped covenants and agrees chat: 1. The subdivider/sponsor will constxvct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by a private rnad when: a. the only road fcontage for the lot in the Development is on the private road, ar; b. a lot having frontage on mare thaa one road (public or private) constructs an approach tn the private road. 3. The owner(s) of any lat created by the Development or alternation thereof and served by a private rod shall be responsible for mainte;nance of said private road, including assnciateci drainage facilities in contormance with approved plans on file with the County Engineers Affice. 4. Maintenance financing of the private roads aad assoCiated drainage faciliaes shaU be in a maaner determined by the owners of: a. the majoriry of lots sen►ed by such private road; b. the majority oti frontage of lots served by such private road; c. the majority square footage of iots served by such prnrate road; or d. . 3. In the event such private road, including associated drainage facilicies is improved to Spnkane County standards for public streets, and the County is willing to accept the dedicadan Af sur.h road and facilities, earh lot owner shall exec:ute any daeuments, necessary to accomplish such dedication. 6. Owners of lots within the Development who are served by su(h road, may sue and recover damages and aaorney's fees from any owner of any lot within the Development which is similarly served who refused ca participate in the road and drainage facilities, construction, financing, and maiatenance. 7. WARNING: Spol:ane County lias no responsibility ta btsild, improve, or mainlain or othenvise service the private roads, including associated drau:age faciliaes, rontained within or proiliding service to the prunerry described in this Development. By accepring this Developmmt or subsequently bv allowing a breilditig perntit to be issued for property on a private road, Spokcrne Counh► Qssrunes no obligation for said private road and tYze otiuners hereby ar.knowledge that the County has no ofikgution of wiy Wid of nature tiwjratsoever to establish, examine, scervey, constntct, alter, repair improve, maintaa, provide drainage or snaw renrvval An a private road, or associated drQinage fircilities. 1 ~ . ~ . , 8. This;covenantand agreement, sball run wilh~,the ilandand sball.:be,,tiinding_,upon'•,tlie owner: tkir heirs, successors or-'assigas, iacluding,the obligation to participate;An the, mainteAance~of ttie,private-,road,.and dcainage;facilities as providedherein. , OWNER OWNER DATED this day ;of .26 STATE, OF WASHINGTON- ) County of `Spokane ) On,thisfday,personally appeared before .me _ knotivn t&,.:me ,to be -tke, individua!(s) described :in: and tivh"o execute'd the witi:in cind~ foregoing itrstrun:en'~, ayid acJ~iowledged tlrcu !re/sh'e'~they. signed t/ie. sirme us'fiis/,i~er/tf:e'rr free and- voluntary act aid: ~deed for-,dce.,uses,,and purposes tlieiern strited. GIVEN IINDER:MY HAND•AND OFFICIAL• ,SEAL -this, - day of , 20 . Notary Public- in and for tlie State of Wa"shington, -resida"vSpolwne ' kiildeclapr I12000 •2 ir t i OFFICE-OF' THE COUNTY '.ENGI-NEER SP,OKANE COUNTY, •WASHINGTON TO: JOIHIJ-HOHMAN FROM DAVE BERTO DAT-E,:, •January' 18 , 2 0.0-2 'SIIBJECT': -BOND ITEMS SiP 1~2:8.8 The tond for the a:bove-.mentioned p,roj ect is for` the f,ollowing items: 1), For s'idewalks on -the 'No"rth "side~ of 4T''- Avenue' adj.oin~i~ng p-1-at boundry. ' S P C) KA~ N~ ~ O U r7' 'I' -ic I31VI53Q'N OF BI+IGEMMG AND ROADS A DIVISSOAT I,;1F THE I'UBLIC VYURAS I7EPA.RTMENI JAnUwy 29a 2003 WaShiIIgtoII TI'u5t Bank ? I 7W. Sprague A.ve., 10" Flaor Spokane, WA 99204 RE: SpeciEal Accvunt #231-301-514-b for Langview Shart Piat, (SP 128$) Dear Sir or 1lriadarn: Plea.se be advised that the 5pecia[ Account #231-301-514-6 issued by yvur comgany as surety ta WAHU, LLC. far road iaiprvvement construction to the above-mentioneci plat in the remaining cwrrent ainount of $4,300.00 may npw be released in full effective im.mediately. The project road improrements have beea completed. This final release shauld close oat the above refereaced account. If you have any questions, please call me at (509) 477-3604, Sineerely, John Hohma.n, PE Develvpment Sezvices EnginererlMaiager cc: WAHU, LLC. - Mchael Hume File 1026 W. Braadway Ave. • Spokane, WA 99260-0] a41 9 (5D9) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 13rd Fioor] •'PDD: (509) 477-7133 DEC-31-2001 tON 01:53 PM WP8 FASt RG. 549 353 0369 P. 02 ~ SYECIAL ACCOLTi'T A.SSIGNNlE1"I' FOR CONSTRL~cTIoN pERFoRwANcE, RECEIVED BONID JAN p'7 2002 SpOKANECOUNTY ENGINEER IHU L.L.C, .("Dtvh).nrEit'7 bw dcjusaaled fuods in a sF+ecial non•,nterest-bearins For wcunty purposes only. wt account fot tGe purpose of surety for tlu tull and faithful perfnrmnnce by the DEVru.oPEt of dte conzwction of cqtaw roa43, mm►umwcs ar►d draintte facilities for 1iSA1288 - LO?`GV)EW SNqRT I.P1.A'f' ("PROUx:r") 69%40ed in t3te typIOe! Sectio+ eusd rasdway impravimcm plattb {'ot nid Px4tti~, a=pitd en tM. 31si Q3y of DFCEMBEft . 20D! uu! oe fik in the OHiQe o! ene Spol:annt Cosmy Engpieer. Tho OCVCL01OtR hcmDy dcsipetw SPOIiANE COUNTY, apa!ltFcai! subdivi►ian of the 54m QC Wsishsngfsttt, os henefeciary of ilte follow tpg Speci,i AcCOUef Niumlra 331-301•514-6 lMit,hael D. HuRne1 ip tAe (ace cunount et i•4300 QQ (fOUlt TNOUSAND 7Ii[tLE HUNDREn RND KOPlifa LtS i)OLLAR51 and hel0 in ond by Washinstun Tnust Bank . IId1 f0ut ButtQer SarviecF - SUOkent 8raneh (tht "$nW) Fund= aeposite4 +n this account may be rclcesad to the DEVELeP13t ur any ether party unly wnh tho prior vrritten cor-rtnc astd agcement of the Spicue Ccumy: Engmm• `tltie undnrrciped DvE1.riPFR Mt+cby at►t}roiucs t7ic BnNK to pny oyer to SvOxME CeUt.'i'v ull, ar a sufficient gostim of slyc a:oaWa an dcposit in eht sptxta1 aecaunt fttertnced hemnsbave, upon (1) w~s,tten documeoxrifln lmittg nsetivcJ fiem the Spd:ane Couaty Ugusrrr indiwing ttwt tha purpaszs (or whieh ihe spec;al accvunt was assigned d,ive oat bcen futl) iind faicUfully pertnmud at requin^d, and (2) a scnremeat t'rom the County Ersmeer of that arnrnuunt of atoney which ilte COt3N"tY Qeems aecrssnry ta oampteu sucA abligation. Upon rereipt of such wtitttn Josutnatsatioa, the UEvELOrER hrtebry auihorict3 tht $1►NK w ceiwse tu Spoicant Crnsnry that amoum of morrry rrqucsud, up co dta tnaximam amount tn ttse 5peciel aecounL ln the evont titac eamplr.liQn of sald road and drainagt !'1eilitirs arz aat camQlatad w11Ain tww {2} yrars of tM: dsir of pto nueptaoce, all fundi in the aaount shatl be fnrfafted w SaqtcArtE Cout.'rv upan wr'stttn reque-st by tbc $pOkaJ1! County Engin2er to the BAw. it is urrderstood and agreed that in thc rvent of any shmtege of fundu to compietr sa;d imprvvemtrux, sRe GbL^.vty may havt cccuurse agahtsc the Or.v6lAPElt. For puAlic ronds & drafns6c fAcilitics Said sPECIAL AcxOtsNr AgSKOXME*}'T CBR CU~4STitUCil07K i'ERFOS1MATiCE HC1Np PISAPOSES in the amoum of L4,300.00 fur tho publ;e road aad drainagc rmprovcments fos chts Vaaec; c sha11 iamair in eSiea uniif ite+:h tune is tlto tvnylrnction of snid irnRtovemeau lias bttA utexpted by tlte County L:Agineur end said improYements hayc bes~i citabluhrA u pubtis 6c[lltiea by RasaSut;ar+ of the Spokmnc Cevnty Hoard of Cauuty Gammissiantts. Stitd SPECIAI At'COUNT ASSt01NiEM fnSt G.W.STRL'CTtON FERFOMUIVI:F B()ND Pl+'Rl+ON;S shAll ccnvuR t0 0 51'BGIAt ACCQti." ' AS5I(jNI4041' Wli V►'ARRAN`s'r BOND Pt)RP05FS. Uf such smovnt zs rcqutta by ihe Count,v SUgfneu, upon (1) ihc Couary Eagtneer's finol accaptanct of the public roads. manumcnts and drainagu facilities for thix Dro~ett; attd V-) tstnblishmsnt of aune as public taciiides by Resolution ol" the Spoknne County Board of County Cw=ltsioncsr;; atO (3) upon M,e Bat,x's receio ofthe Couary Engictttr's nouuized sutemens of fanal uceptance And estahliahmuu S31d SPCUAi. ACcO" As5tUNUM 1-tm wAAAAnrr BaVO a(lx49isTr5 is r»esfie- es savriq fot thc futi and fwiifitht performuncr by thc DFt,E1.OPElt ot a QuarAnt►-t against all defccts in workmanghig erid tnatcrlnls \Yt1tGJ1 t121) btcamc appmM dwuts o panod of one (1) year after lhc CvtltsTY's cstablishmtm otUie improvrmeatcs as public fnsihtits. Duting thu warcanty petQnd, the Cnunty CngineeT may c"uast paymeni from the Bu+K for thc puryosea of cemedy of sueh defecta m materials nud workmanship betome apparent, by providin$ daumc.r+wicsn ro ehc eA.%x. Thc Caunty Ungmeeer's Ooeumentalion shnll indieau that tlta woric done contains defects in materials or woriananship in 0K esasiructioa of tAc imptorcrntnts t't►r ttw Pito3ECi bnd thtretore the purpnses of Said sPEoiokL tiCCOur r AS.SWMEN r havo nflt bre,n lbtly and falzllfi,lly porformed r+s rquimQ 7'hc~County Engmsa's dacumentatloto ehaU atso inctude a swtemnnt of thr emeunt of money thrat the CoutiTY dc:rm; qt.tossary to cOmplcte sucD obJigariario L'peta Q►c BaNK'S iece+pt of suuh writtse dssumenCtttion. tite UEvr1bPF.R hlftby authoriZts thc BAYK [o releast t0 SKoxANF CcKMv ilmr amovnt ofmaruy requssd, up tn the maYimum amaurt jn the 5peciai ilccoune DEC-31-200I i'M 01-'53 Pil WTB FA}{ N0, 509 353 0368 P- n3 I ~ ~ . , A GOpy Ol 8I1 suC?1 dtlCUrnBnliidosf 3lftl 6slntsposldtlncd Nrith the &ANK shall tt gtrovfded by the Caunt~ EM&M to t?q' 04urkl-vp'A -w ihC 3ddrQSS 118Led b@tOW DAUU(b4 31atlny vC DrcemGer ,2001. E1rlNK: WM13ERPlan Trust Bnnk APL>Ri:SS: 717 W. S ra ne RYenu#. 1_QO F1obr C3TfwSi'ATE, ZFP: 106hnr. tVA 99204 PHONE; iSQ911§3-5td3 A RepianAi Senior V'irx Prusidenz ~ orhir. jAL z,6AL I ~ 1`?Cj i A(~`r` StaTe ofWashington ) AT~ (ai w.ASrENGToli C.07% 'EaiKSi.~-~ Cuunty AFS~c~~se 1 ccnNY thut 1 know or bsvc sadsfrttiry cvitlemc thaa (ixstanec M. Besr.hQff~ u ifse p-asar, wim upg=cd brufara nu, and so€d parsna acirnowtedged thtie (ttcrshe) sfg,ned this lnsuumorrt, ap aath ssated ttfat (drJshe) aas outtrorized tra u;atute the in5lrument and acitnokv feQged il as tht tRe~ionay Sej~iVV"icc Pcsidcnt? nf Wu.RWmm#a,n Tcust Bank so bs dse fr+cc and aatim'ssry ;Lu afi'tuch pam faa ttmum arr.d ruMasts stktrt~.~c! fn e,~ ~n~m~ns. [7flit0 " ~ ' r~ ~ Z - f Notary blfc an aW • far the 5wu oi' WaAiagwn. r~y w~~:~ Up~ ~ 0 ~ ~ DE3'L~L[)P~R, wAF1U ~..C. Ac:utt'10. Htlatc, A,fCR11a ADDRM: i~tUS N. Divis4oa C1TY. STATE, l.!P• gooiane. WA "208-5713 PHONE: (509) 467-7400 SiBLrof lVaYlfinjtwt ~ ~ Counij ofSpoirane ) 1 cescitjr thal l knaw or hove sAirsfnctary evidenc~ eha~( ichurf Q. Humcy Is the parson whu appaarad betafre nte, and sald gersen iteknawEeciged ttiat (heishc) signed this inswMen; an aaih sEVee [hut (hOxhe) was nuftri.ed w e:c4ute dm ;nmumeax snA acknowle4gad it ua khe (Merobrr afQFAHU_ L.LC_ to bc the frte gnd vatuRtary acl of guch pxrty for the tasrs cmd purposa nxentioned #a thr kw °iY. - E DaGed X ~,~~s~¢~~t~,, • P~ioc is~ and p' lor the State aF Wa3)3intUll, ~ ~A My ApWintrncM &pists. _ ~13~~~~ _ f ~ . . 30, ~ yu~~~,~' A~ 1!l44~ TrariSmlttal AN nmiopmmc semm Depuftmt Ihvi.sion pf Fzgineering and Roads ~ (509) 47T-360Q Fax (509) 477-7655 Date: December 20, 2001 Frora: Cindy Gallan To: 1Viike Hume Froject: SP1288 Subj ect: SF 1288 Band estimate ~ Copies: Descriptioa: 1 Bond esti.mate for SP1288 Longview Short PIat ~ XI Fvr Y+aur Use k For Your Records ~ As Requested ~ Camments: NIi_ke, Please call ifyou h.ave any questions. Cindy . i io ' BOND ESTIMATE Project~ iVame: _ _Longview'Short:Plat Project. Numtierw SP1288 _ - Da4e: _ :December 20, 2001 Pr+epared by:. Cindy Callan WKIO'tOURN. Item,;,Description - ~ .Qty. Uni4 Unit,Price Total , Roadway Items _ 1, Sidewalk, - 162 SY $ '23:00' "3;726 ,,3% inflation fromyear2001 to,-2003 $ 227 Sub=Tota1'including inflation, 3953GRAND TOTAL,(includes, multipiier of 1:10), $1 -4g300 i I ~ ~ ~ I ~ ~ FAX COVER SHEET SP4KANE COUNTY ENGINEER'S OFFICE 1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 477-3600 Second Floor Fax # (509) 477-7655 DATE: Dec. 2.0, UOI FAx #44L4 - 6 fo $3 TO: ~i Le Rume CONiPANY: CITY/STATE: Number of Pages (including cover sheet): y . FROM: Cm Cl C&L a,Y~.- ~ MIESSAGE: Re.re t' S tirle 1 as ac,S igftMe n-~- ;orm 4ou r-ecUue . stege < ! . . SAYINGS ASSIGNMENT FOR ROADWAY IMPROVEMEN'f For security purposes only, (Developer), as "PuNcEPaL", hereby assigns to SPOK:ANE COLJNI'Y, a political subdivisian of the State of Washington, the following: Savings Certificate Number . in the face amount of $ Totsl Bond Amouat - Numeric (Total Amount - Written) (e.g.: S 10,500.00 (I'en Thousand Five Hundred and NO✓100 IdSAollcrrs) itemized as follows: Roadway Improvement: (Rocrd Nanre) (Amount -.Nunreric & tisritte)!) (e.g.: $10, 000. 00 (7'en 76raiisnnd and N09100 IfSDo!lars) Roadway Iaspection: (RAad A'ame) (4nraunt - t'Vumeric & written) (e.g.: S500. 00 (Five Flundred and N0,1100 USDollars) and held in and by (insert Bank nnme aiid Branch) ("BAvx"), itemized as follows: WHEREAS, said Principal is the developer of a tract of land in Spokene County known as (Project Name) (Spokane County Project Na. xa.ux) and being located in Section XX, Townslup YY IVorth, Range MM E.,W.M., in Spokane County, Washington, and said County has required that a performance guarantee be furnished in an amount suificient to pay the construction cost of installing to the approved grades, curbs, sidewalks, drainage control andlor paving of roadwarys adjacent to said development, and such ather work as in iaeidental and necessary thereto, as weU as aU in accordance with the accepted pians on file at the Spokane County Engineer's Office, and Spokane Couuty Road Department Specifications dated April 1999, and to the satisfaction of the Spokane County Engineer; such improvements to be completed within two (2) years or less from the date of plan acceptance unless said time period be extended at the opNon and with the expressed written cvnsent of the Spokane County Engineer; and This Assignment is made as security for tbe full and faaithful performance by the PttmetPA, of the constcuction of certain roads, monuments and drainage facilities, and related oonstrudion inspection ac'vities, for (Pi-oject Name) (Spokane Couaty Praoject No. zxxxi) and being lor,ated in Scction XX, Township YY North, Range MM E.,W.M., in Spokane County, Washington. Said improvements are to be installed as specifiai in aocordance with the accepted plans on file at the Spokaae County Engineer's Office, and Spokane County Road Department Specifications dated April 1999, and to the satisfaction of the Spokane County Engineer. Said improvements are Lo be cornpieted within two (2) years or less from ihe tlate of pian acceptance unless said time period be extended at the option and with the expressed written consent of the Spokane County Engineer. Failure by the PRINCIPAL to obiain the County Engineer's acceptanoe of the work by the expiration date of the plan acceptance shall constitute a material breach, and shall be grounds for immediate denand by the Spokane County Engincer for full payment of the entire amount of this Assignment. T6e proceeds of this Assignment shall be used by the County Engine,er to coroplete the remaining work. Any surplus shall be refunded to the PRINCIPAL upon the County Engineer's acceptance of the compieted work. The PRiNGIPAL shall reimburse the County Engineer's Office far any costs in exce.ss of the amount of the total amount of the financial guarantee incurred by the County, includ'mg but not limited to construction, inspection, administration, collection agency fees, and legal expenses ineurred in securing the financial guarantee and completing the wark. This SAV[NGS ASSIGNNENT FOR CONSTRUGTiON PERFORMANCE PURPOSES shall remain in effect until such time as the Cotmty Fngineer accepts construction of the improvements for this project and the public roads are established by R,esolution of the Spokane County Board of County Commissioners. - ~ Upan Resolution af the Spokane County Board of County Commissioners e.stablishing the public roads for maintenance by County forces, the County Engineer shali notify the Bwtc that the said SavnvGS AsStGNMErrc FoR cONSTRUGTIAN PERFORMANCE PURPASES shaU be converted to a SAV[NGS ASStGNMfNT FOR wARRANiY PEMORMANeE .etTRpOSES. The County Engineer's notification shall include a copy of the said Re.solution, and shall indicate the amount required for construction warranty purposes. Said SAVllNGS ASSIGNNETtT FOR WARRANTY PERFORMANCE PURPOSES is made as security for the full and faithful performance by the Developer of a guarantee against all defecis in warkmanship and materials which may become apparent during a period of one (1) year after the County's establishment of the improvements as public facilities. Said SAYINGS ASSIGNMEAT7' FOR WARRANTY PERFORMANCE PURPOSES shall automatically expire one (I) year a$er the County's establishment of the improvements as public facilities. The County Engineer may request payment from the BANx, in order to remedy of sucb defects in materials and warlamanship as may become apparent during the warranty period, by providing documentation to the BANK. The Caunfiy Engineer's documentation shall ind.icate that the work done contains defecis in materials or workmanship in the construction of the improvements for the Project and therefore the purposes of said savings assignment have not been fully and faithfully performed as required. The County Engineer's documentatian shall also include a statement of the amount of money that the County deems necessary to complete such obligation. Upon the BA.',t[c's receipt of such written docwnentation, the Developer hereby authorizes the Baw to release to Spokane Gounty that acnount of money requested, up to the maadmum amount in the savings certificate. The County Engineer shal[ provide a copy of all such documentation and correspondence with the Bmc to the Developer at the address noied below. Any interest benefits accruing under said savings certificate shall remain the property of the PRINCIPAL. The fuads encumbered by this Assignment are to be released to the PRINCIPAL or other duly designated party Qnly with the prior written consent and agreement of the Spokane County Eagineer. PROVIDEA, FLJRTHER, the undersigned does hereby authorize the Bank to pay over to the Spokane County Engineer all or a sufficient portion of the monies in the savings cerdficate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings oertificate was assigned have not been fuUy and faitiifully performed as required and a statement of that annount of money which the Gounty Engineer deems necessary to camplete such obligation. Upon receipt of such written documentation, the PRINCIPAL hereby authorizes the BANK to release to the Spokane County Engineer that amount of money requested up to the maximum amaunt in the savings certificate. 1fie County Engineer shall provide a copy af atl such documentation and correspandence with the BAN[c to the PRINCIPAL at the address noted below. DATED this day of , 200. BANK : ADDRESS : CII'Y, STATE, ZIP: PHONE : AUTHORIZED REPRESENTATIVE: TITLE : PRINCIPAL : ADDRESS : . CITY, STATE, ZIP: PHONE : Note: This form needs to be notarized by the Prlricipal(s) and Bank Please opply the approprivte format... (I) For acArnoKledgnrent in an indiaidual canacil}► (fyped Alame) State of Washington ) }ss County of Spokane ) I certify that I lanow or have satisfactory evidence that fname of oersonZ is the person who appeared before me, and said person acknowiedged that (he/she) signed this instrument and aclmowledged it to be (hisJher) free and voluntary act fnr tbe uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington. My Appointmeat Eupires: For rni acknowledgment !n o representafive capacJh': CORPIDRAT'ION NAMB A WQSfrington Cotporatinn By: (lvped name) Its: (Itepresentntive Gapacitv) State of Washington ) }ss County of Spokane ) I c,ertify that I know or have satisfactory evidence that (name of uersonj is the person who appeared before me, and said person acknowledged that (hs/sbe) signed this instrument, on oath stated that (helshe) was authorized to execute the instrument and acknowledged it as the (tvDe of guthoritv, e.g.. officer. trnstes, etc,) of fname af narte on behalf af whom instnunent was executed) to be the free and voluntary aci of sucb party for the uses and purposes mentianed in the instrument. Dated Notary Public in and for the State of Washington. My Appointinent Expires: ~ - Y. S C4 K ~ N~ ~ C O LT N T Y Ai DNI5ICa;V C)t; ENGIt`"GERING AND IZOADS A DiVISlON OF °fHF PUBL1C WORKS [)EI'A1tTMENT September 4, 2001 1Velson W_ Ogreti, P.E. CLC Associates. Gica 707 West 7`h" Suite 200 Spokane, WA 99204 Subjecto S p1288 - Longview Sbort Plat Rpad and Drainage Submittal #1 Dc;ar NeIson, We re-vicu•ed your August 17, 2001 submittal of the road and drainagt design documents for this prajeet ThL follcawing items need ta be addressed or resolved prior to acceptancc of the planso 1. Plcrase provide an updated intm4etion detail for 40'Avenue and L.ong Road. 2. The border and utilitv casemcnt GAm the Longview P.U.D. needs to be exw-nded through die I.ongview Shdrt Plat. 3. The developer nec;ds to sign each sliec;t of the Alan set. Since tUese are relativcly minor issues, you are audiorized to submit mvlars with rzvisions th,at address the previous list of cAncenis. Our departrnent will review the mylars to verifv the rcvisinns before final acceptance of the plans. Thank you for vour attention to dhese issues. If you have any questions about this revic;w, please contact Cindy Callan at 477-3600. Sincerely, Johu V. Hohman, A.E. Devc;topment Services Engineer/Manager ' 9 aI M Cindy D. Gallan. E.I.T. Plan Review Engineer ce; Project fi!e Project sponsor - Mike Hume Project eoardinator - Deanna Watter, Spokane County Planning 1026 W. Brmdway Ave. 9 Spokane, WA 99260-0170 •(509) 479-3600 FAX: (5t19) 477-7655 (2nd Flaor) 477-7478 (3r+d FIcwr) • TDD: (509) 477-7133 • OFFiCE OF TME SPOKANE COUNTY EIVCINEER 1026 IN groadway Ave, Spokane, WA 99260-0170 (509)477-3600 Fax (509)417-2243 ":ENGINFER'S CUNaITIC}NS QF APPROVAL" SHC)RT P'L.AATS TO: Spakane County Division of Plannin FRQf~II: Division of Enginee~ing & Raads DATE: August 30f 2001 PROJECT: UR-3.5 SINGLE RES FILE SP-1288 Review Date: 08131/2001 Planner: QEANNA► VIlALTER Hearing Date Sponsor/Applicant: M1KE HUME Sectian Tawnship Range: 19-25-45 Techrrical Review Date: (@) The Spokane Caunty Engineering Department has reviewed the above referenced application. The follawing "Conditions of Appnoaal" are submitted to the Spokane Couniy Planning Department far inclusian in the "Findings of Fact, Conclusians and QrderlDecision" shauld the request be approved. 1. Contlitianal approval of the pfat by the County Engineer is given subject to dedication of right-of- way and approval of the road system as indicatad in the preliminary plat of recvrd. 2. A Professional Engineer, licensed in the State of Washing#on, shall submit fina) roatl and drainage plans, a drainage report and calculations that conform to the April 3, 2001 Edition of the Spokane Gounty Standards for Road and Sewer Construction, the current edition of #he 5pokarte Caunty Guidelines far Starmwater Management, and all other standards and (aws that arre applicable ta this project. The final plans and repork shall receive the County Engineer's acceptance prior to release of a construction or buitding permit ar approval of the final plat. 3. Canstruction within all proposed publicfpdvate roads shall be performed under the direct superv`ssion of a licensed engineerlsurveyor, whQ shall furnish the Counfiy Engineer with "Record Drawings" and certifiGatian which states the folEowing* "I have reviewed the constructian and to rny knawiedge find 'rt to be in substantial conformance with appraved certified plans and Standard Specifications except as noted." 4. iVo constructian work is to be perfarmed within the existing vr proposed Rubiic rigfitrof way until plans haue been acceQted by the County Engineer and a permit has been issued by the County Engineer. All work is subject to inspection and approWal by the County Engineer. 5. All construction within the existing or proposed public right-of-way i$ to be completed prior to fiting the final plat or a bonc# in #he amount estimsted by the County Engineer to cover the cost of construction of imRrvuements. Construction certification, "Record Drawings" and monumenfation of the street centerlines shall be filed with the County EngiReer. Cc: Applicant MZi{£ HoME EngirteerJSurveyor PATRICK J MOORE Planner DEANNA wALTEft Paqe 2 Engineers ' 08/3i/2001 SF - 1288 - 01 6. Approach Permits are required for any access to the Spokane County road system. 7. Dedication of 2 feet of additional right-of-way along 4"' Avenue and the appiicable radius on 4`" Avenue and Long Road is required. 8. The applicant shail grant applicable border easements adjacent to Spokane County Right of Way per Spokane County Standards. 9. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purposes is the formation of a Road Improvement District (RID) for said improvements pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to Long Road. 10. As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvement. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicabte to Long Road. 11. The following statements shall be placed in the dedicatory language of the final plat: • Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with any applicable accepted plans on file at the County Engineer's Office. Any revisions to the accepted drainage plans must be accepted by the County Engineer's Office prior to construction of said revisions. • The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property owner(s) fails to maintain the surface path of natural or man-made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner(s). If not corrected within the period indicated on said notice, Spokane County has the right to correc# the maintenance failure, or have it corrected, at the expense of the property owner. page 3 Engineers ' 08/3!/2002 sp - 1288 - 01 • There may exist propefies, located uphili and adjacent to this subdivision, which pedodically discharge stormwater runoff onto individual lots within this plat. Runoff from nearby uphill properties should be expected, and during snowmelt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater nunoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. It is the responsibility of the individual lot owners to maintain existing surface paths of runoff through their respective lots and to grade the lots in accordance with applicable rules and regulations, so as to prevent property damage. • WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. • That in consideration of Mutual Benefits now or to be hereafter derived, do for themselves, their heirs, grantees, assigns and successor(s) in interest hereby request and authorize Spokane County to include the above described property in a Road Improvement District (RID) and to support the formation of a Road Improvement District for improvement of the road(s) described below by requesting and authorizing Spokane County to place their name(s) on a petition for the formation of a Road Improvement District pursuant to RCW 36.88.450, or by requesting and authorizing Spokane County to cast their ballot in favor of a RID being formed under the resolution method pursuant to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed under the altemative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW. If a RID is proposed for improvement of the road(s) described below, said owner(s) and successor(s)further agree: (1) that the improvements or construction contemplated within the proposed RID are feasible and (2) that the benefits to be derived from the formation of the RIO by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the property within the proposed RID is sufficiently developed; provided, themselves, their heirs, grantees, assigns and successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of a RID by either the petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decision of the Board of County Commissioners confirming the final assessment roll; provided further, it is recognized that actual assessments may vary from assessment estimate so long as they do not exceed a figure equal to the increased true and fair value improvement(s) add(s) to the property. Page 4 Engineers ~ 0ei5a/aooi s? - 1-2ea - 01 It is further acknowledged and agreed that at such time as a RID is created or any County Road Improvement project is authorized by Spokane County, the improvements required shall be at the sole expense of the owner(s) of property within the RID or served by the improvements wfthout any monetary participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. This provision is applicable to Long Road. 12. The County Engineer has designated a Local Access Roadway Section for the improvement of Long Road which is adjacent to the proposed development. Long Road has been constructed to the Local Access Roadway Section except for curb and sidewalk along the frontage of this development. The construction of curbing and sidewalk is required. 13. The private roads shall be improved to adopted Spokane County Road and Sewer Standards for private roads. Note: Right-of-way is being dedicated for the alignment of 4~' Avenue for use as a public road at an undetermined time in the future. Applicant shall construct a private road within the future 41' Avenue Right-of-way for use of the proposed plat until such time that the County Engineer authorizes 4t' Avenue to be constructed as a public road. Prior to the filing of a final ptat the applicant shall execute a Spokane County Notice to the Public No. 4, which authorizes the construction of a private road within the 4th Avenue Right-of-way. 14. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer pdor to recording with the Spokane County Auditor. Recording numbers shail be referenced in the dedicatory language of the plat. 15. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 1-0298, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. 16. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional dght of way and the roadway improvements herein specified. 17. "The applicant is advised that there may exist utilities either underground or overhead effecting the applicant's property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utitities." "The applicant should contact the applicable utilities regarding responsibility for adjustment or relocation costs and to make arrangements for any necessary work." End Kimball, Sandy . From: Hohman. John Sent: Wednesday, August 22, 2001 7:38 AM To: Engelhard, Scott; Baldwin, Greg Cc: Kimball, Sandy; Walter. Deanna; Little, Colleen; Callan, Cindy; Sims, Brenda; Peterschmidt, Lucy Subject: SP-1288-01 Hume 8-22-01 I find that the application is technically complete. The folfowing are my recommended conditions of approval: • A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and calculations that conform to the April 3, 2001 Edition of the Spokane County Standards for Road and Sewer Construction, the current edition of the Spokane County Guidelines for Stormwater Management, and all other standards and laws that are applicable to this project. The final plans and report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. • The following drainage language shall appear on the plat: The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respec6ve properties. If the property owner(s) fails to maintain the surface path of natural or man-made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner(s). If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. There may exist properties, located uphill and adjacent to tfiis subdivision, which periodically discharge stormwater runoff onto individual lots within this plat. Runoff from nearby uphill properties should be expected, and during snowmelt periods or wet seasons tlie lots may be subjected to higher amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after developrnent. It is the responsibility of the individual lot owners to maintain existing surface paths of n.inoff through their respective lots and to grade the lots in accordance with applicable rules and regulations, so as to prevent property damage. Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limjted to a window well, a wlndow unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3°1o away from the building for a distance of at least 10 feet from the buflding. The lots shail be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facili The approved dramage facility shall be constructed m accordance with any applicable accepted plans on fle at the ~~unty Engineer's Office. Any revisions to the accepted drainage plans must be accepted by the County Engineer's Office pnor to consuuction of said revisions. Spokane County daes not accept the responsibility of maintaining the drainage course on private lots or floadplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. Thanks, John V. Hohman, P.E. 1 P A G E 1 09:47;49 20 AUG 2441 Road# Road Names.......... MFast. Reference Descriptia Road Log Info........,. 02578 LONG RD (S TART ) .000 WH I TMAN COLTATTY L INE R 09 GRAVEL 22 LONG R.IJ 3.390 MARTIN RD ( END ) R09GF,AVEL 22 6.090 END GRAVEL / S TART PAV R 09 L T GHT B T TUM , 22 LONG RD (ENU ) 6.150 RCJ CK LAKE RD R 09 L I GHT B I TUM . 22 02579 LONG RIa (S TPRT ) .000 BT H A,V (S'TART ) U19 PAVED 22 L4IJG RD .090 6T H AV ( END ) U 19 PAVED 22 .220 4 TH AV ( START ) U 19 PAVED 34 .350 2 ATI] AV ( END ) LJ 19 PAVED 34 LONG RD ( END ) .470 S PRAGUE AV U 19 PAVED 34 02581 LQNG RD ( START ) .000 AFPLEWAY AV LT 19 PAVED 16 LONG RI3 .120 COFnILEY AV U 19 PAVED 16 .310 ALKI AV U 19 L,IGHT BIT[3M. 16 .380 SPRINGFTELb AV (STAR U 19 LIGHT BITCJM, 16 .420 BROADWAY AV ( END ) U 19 L I GH'T B I Z`[TM . 16 LONG RD (END ) .470 NOR'TH END OF ROAD U 19 L I GI3T B ITL1Nf . 16 02582 L4NG RD (S TPRT ) .000 CATALDO AV ( END ) U 19 T, I GH'T BI'T`UM. 18 LONG RD .050 DESMET AV ( START ) U 19 L IGHT B I TUM. 18 .110 BOUNE AV (START) U 19 LIGHT BITUM. 18 .130 BOQNE AV ( END ) U 19 L IGHT BITUM. 18 .280 MAXWELL AV (S TAR'I' ) €3 19 L IGHT B I TUM. 3 S .380 Ni I S S I O1V AV U 19 L IGH'I` BTTLrM. 1 S .620 rNDrANA AV u 19 L I GHT Bz TUM. ia .870 MC}N'I'GOMERY AV LT 19 LI GHT B I'TUM. 18 LONG RD (END ) 1.030 R I VERWAY RD ( START ) U 19 L I GH'I` B I TUM . 18 02583 LONG RD (S TART ) .000 SR 290 { TRENT } LT 19 LIGH'I' B I TUM. 16 L~~G RD (END ) .080 N'ORTH END OF ROAD U 19 L TGH"F B I Tt7M . 16 5 Records Pracessed PAGE 1 09:48:06 20 AUG 2001 Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... 0 5 8 3 2 4 TH AV ( START ) .000 HAVANA ST & S POKANE U 16 PAVED 36 4 TH AV .120 DEARBORN RD ( END ) U 16 PAVED 36 .250 CUSTER RD (END) U 16 LIGHT BITUM. 24 .380 CHRONICLE RD (END) U 16 LIGHT BITUM. 24 .470 WARSINSKE AV (END) U 16 LIGHT BITUM. 24 .500 CARNAHAN RD (END) U 16 LIGHT BITUM. 24 .670 MCKINNON RU (END) U 16 LIGHT BITUM. 24 .790 KORFN RD (END) U 16 LIGHT BITUM. 24 .880 HOWE ST (END) U 16 LIGHT BITUM. 24 1.000 FANCHER RD (END) U 16 LIGHT BITUM. 24 1.260 EASTERN RD U 16 PAVED 24 1.460 DAVID ST (START) U 16 PAVED 20 1.520 THIERMAN ST U 17 PAVED 20 1.580 ELIZABETH RD (START) U 17 PAVED 20 1.640 BRADLEY RD U 17 PAVED 20 1.780 COLEMAN RD U 17 PAVED 20 1.890 GIRARD RD U 17 PAVED 20 4 TH AV ( END ) 2.030 PARK RD U 17 PAVED 20 05834 4TH AV (START) .000 STEErT RD U 19 GRAVEL 26 4TH AV .120 FLORA RD U 19 PAVED 40 .190 COACH ST ( END ) U 19 PAVED 40 .270 ARC ST (START) U 19 PAVED 40 4 TFi AV ( END ) .380 TS CHI RLEY RD U 19 PAVED 40 05835 4TH AV (START) .000 LONG RD U 19 PAVED 27 4TH AV .150 MOEN ST (START) U 19 PAVED 16 .240 GREENACRES RD (START U 19 PAVED 16 .500 BARKER RD U 19 LIGHT BITUM. 16 4TH AV (END) 1.000 HODGES RD U 19 LIGHT BITUM. 16 05837 4TH AV (FOUR LAKES)( .000 SPQKANE ST R 09 GRAVEL 14 4TH AV .070 CHENEY ST R 09 GR.AVEL 12 .310 4TH AV EXTENSION (FO R 09 GRAVEL 10 4TH AV (END) .630 EAST END OF ROAD R 09 GRAVEL 10 0 5 8 3 8 4 TH AV ( START ) .000 HENRY RD R 09 PAVED 36 4TH AV .060 B I LLY JACK CT (START R 09 PAVED 36 4 TH AZl ( END ) .200 ASHTON ST ( STA.RT ) R 09 PAVED 36 05639 4TH AV (MEAD) (START .000 FREYA ST U 19 LIGHT BITUM. 20 4TH AV .070 MAIN ST U 19 LIGHT BITUM. 20 .130 MARKET ST U 19 LIGHT BITUM. 16 .250 MYRTLE ST U 19 PAVED 30 4 TH AV ( END ) .380 RA I LROAD AV ( END ) U 19 PAVED 30 06045 4TH AV (START) .000 FARR RD U 17 PAVED 20 4TH AV .230 HERALD RD ( END ) U 17 PAVED 20 .380 FELT S RD ( END ) U 17 PA`IED 20 .630 UNIVERSITY RD U 17 PAVED 20 .700 VAN MARTER RD (END) U 17 PAVED 20 .880 PIERCE RD U 17 PAVED 20 .980 SKIPWORTH RD (START) U 17 PAVED 20 1.140 BOWDISH RD U 17 PAVED 20 1.230 WILBUR RD (END) U 17 PAVED 20 1.290 FOX RD (END) U 17 PAVED 20 1.360 UNION RD (END) U 17 PAVED 20 1.380 UNION RD (START) U 17 PAVED 20 1.540 WHIPPLE RD (START) U 17 PAVED 20 1.630 SR-27 (PINES) U 17 PAVED 20 1.740 HOUK RD (END) U 17 PAVED 20 1.860 VERCLER RD (END) U 17 PAVED 20 1.920 LETA R.D ( END ) U 17 PAVED 20 2:. 1.5,0 MCD.ONALD RD U 17 PAVED -.2 0 2' : 4 0 0 BLAKE; "RD U 1.7 PAVED 4-0 PAGE 2 09:48:06 20 AUG 2001 Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... 2.470 LEATHA LN (START) U 17 PAVED 40 2.650 EVERGREEN RD U 17 PAVED 20 2.780 BOLIVAR RD (END) U 17 PAVED 20 2.870 BEST RD (START) U 17 PAVED 20 2.940 REES CT (START) U 17 PAVED 20 3.090 WARREN RD (END) U 17 PAVED 20 3.150 ADAMS RD U 17 PAVED 20 3.320 BURNS RD (START) U 17 PAVED 20 3.360 LUCILLE LN (PVT RD) U 17 PAVED 20 3.400 PROGRESS RD U 17 PAVED 20 3.460 ST CHARLES RD (START U 17 PAVED 20 3.580 NEWER ST (END) U 17 PAVED 20 3.660 SULL I itAN RD U 19 L I GI3T B I TUM . 20 3.930 MOORE LN (PVT R.D ) U 19 L I GHT B I TUM . 20 4.040 CANNERY RD (START) U 19 LIGHT BITUM. 20 4 TH AV ( END ) 4.150 CONI{LIN RD ( START ) U 19 L I GHT B I TUM . 20 05833 4TH AV (START) .000 DISHMAN-MICA RD U 17 LIGHT BITUM. 22 4TH AV (END) .240 FARR RD U 17 LIGHT BITUM. 22 05836 4TH AV EXTENSIQN (FO .000 4TH AV R 09 GRAVEL 16 4TH AV EXTENSION .380 ORCHARD TERR.ACE DR ( R 09 GRAVEL 16 4TH AV ERTENSION (EN .440 NORTH END OF ROAD R 09 GRAVEL 16 06266 4TH CT (MEAD) (START .000 WILSON ST U 19 PAVED 36 4TH CT (END) .040 EAST END OF ROAD U 19 PAVED 36 06267 4TH CT (MEAD) (START .000 WEST END TO SHERIDAN U 19 PAVED 36 4TH CT (END) .040 SHERIDAN ST U 19 PAVED 36 11 Records Processed 0 S F' Q K A N E~ e. C7 C)o U N T Y DrvrsroN OF rLnN;vInc., A DrVr~ON or Ttic PUBuc ~~OR:s Dr:rnRTMrNr MlC MAF"I V, \i1=6F)MAM. UIRFC-IUEt C;APil' OnEfiC;, [)iRF("lY)R MEMORANAU1ti1 AATE: August 17, 2001 TO: Division Af Engineering and Roads - Transportation Engincering; Scatt F,ngelhard, e!o Sandy Kimball Division of Engineering and Roads- Development Services; John Hohman Division of Utilities - lntormativn Management; Jim Ited Division of Utilities - Stcarniwater UJtility; Brenda Sims pivision of Building & Code Enforcement, Jeff Farry Spol:a»e Regional l-tealth Qistriet, Steve Halderby Spakane County Air Pollution Gontrol Authority, Chuck Studer Spokane County Firc District No. 1 Consolidated Water District No. 19 CenVal Valley School District No. 356 ~ FR4M: Deanna Walter, Associate Planne S[JB.TEGT: Proposed Preiiminarv Sheart Plat SA-1288-01 Attached is a copy of the above-subjecl preliminary short plat application and map submitted by Mike liume for lda ReiUy to divide approximately 1.09 acres into 4 residential lats in the cxisting Urban Residential-3.5 (UR-3.5) zone. Plcase review this proposal and return your wriMen comments and recomrnended eonditions to me by Auguxt 31, 2001. If you have any nuestions, yau ma}s contact me at 477-7224. wc Attacllments: Application, Site Plan, Vicinit)• Map capy with ariachments: Rosemarie E3isar, Mica View Landowners Assn., 1505 S. Barker Rd., Greenacres, WA 99016 copy without attachments to: Norma Reilly, 322 S. l.ong Rd., Greenacres, WA 99016 Mike Hume, 8205 N. Division, Spokane, WA 99208 1026 W. BRdADWAY • SPOKANE, WASNTNC;TCjN 99260-0220 PHQNE: (509) 477-7200 • FAX: (509) 477-2243 • TDC): (Sfl9) 977-7133 . SPUKANE COUNTY DIVISION OF PLANNING PRELIMINARY SHORT PLAT APPLICATION PART 1 APPI.(CANT ~ ~c/,;7/V7 .4 R) c/! 4 MA1LiNG AUDRESS: 3 2 4 ~ o /-j~ CITY: ~?£~r l 61-5 r,~:6E/.J,r: ~.E'C~ STATE: L~t~ ZiF': 3~`'g'~~ % PHONE: (work) ;Z~ (hame) ~ (fax) _#V7 ` [F APPLICANT tS NOT THE OWNER, INCLC(DE WRITTEN UWNER AUTHORIZATION FOR'TIIC BELOW OWrIER'S DESIGNATED CONTACT T4 SERVE AS REPRESCNTATNE. OWNER'S DESIGNATED CONTACT: A/l /1k:E MAILING ADDRESS: S;;'24 S/~• 010l.S'/ON CITY: .5"oOOI& A A16 STATE: t(J4 ZIP: 9e?Z 40S PHONE: (worlc) 416'7-, 7 yo o (home) (fax) y6 7 ?7 7/ LOCATION OF AROPOSAL SITE (generai description by which direction and how fat from roads and intersectioas and other community features): 7iE'o'U-CeT /S G a G'`~7-4-E-0 'e j y,~/~ iv w co.e ivE,~ Q,z' y T''~✓ ~ v~' L..o~ctG ~oAo SECTION(S) 1.9 TOWNSHIP Z~5- RANGE I HAVE ATTACHED THE LEGAL DESCRIPTION OFPROPOSED SITE: t_...~~_AZ'.,~___.. (Attac,h legal descriptioa for the entire area to be subdivided on the Prelimiaary 996rt Plat map with the source Qf iegal Cieariy inair-atea.) STREET A.DDRESS OF PROPOSAL SITE (if any): 3~ 2 S. L 4 A1a ROQD NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: yTW A VE AUDIT4R RBCORDING NO.(S) OF PRIVATE ROA.D EASENiENT(S) AND MAMENANCE AGREEN1ENT(S) PROVIDING ACCESS: RECEIVED ASSESSOR TAX PARCEL NO.(S) OF PROPOSAL S1TE: Z. O 32T OKANE COUNTY SIZE OF PROPOSAL SITE (acres or sq. ft): l- 09 A G~~s A 2001 ASSES54R TAX PARCEL NO.(S) UE ADJACENT LAND OWNED OR CQNTROLLED: A/0 A14ff D1VlSION flF PLANMtNG SIZE OF ADJACENT LAND OWNED OR CONTROLLED (acres or sq. ft.): DESCRIBE EXISTING USE(S) ON PROPOSED SITE (such as buildings, well, sewer drainfield and othecs): 4.cI X'A rr't«, y R~s/O~NC~ /.S e-o c~7-E,P OAv Ty& 4C-Aj-5r&A4y AbA7-10N 0,0= T~ . S r 4r d . ~ ~ ptan 1zo PRELINIINARY SHORT PLAT APPLICATION Page 2 of 5 F-XISTING ZONE CLASSIFICA'CION(S): COMFREHENSIVE PLAN CATCGORY: wo . DOES THE PROPOSAL FRONT ON AN ARTERIAL OR PLANNED ARTERIAL: __..__a..aes..o YES ~k) N() NAME(S) AF AR`I'ER1AL ROAD(S): LIST PREVIOUS SpOKANE GOLIN`I'Y ACTIONS INVOL4'ING 7'NIS AROPERTY: (such as Tax Segregation ApPlication, Gertificate of Exemptions, C'iA tac EA Affidavit, Other Subdivision, Zone Change, Variance, Conditional LJse, Temporary Use, SEPA Rcview, I)ependent Relative, T9ning Code Viotation, or Olhers): "oA16 /ti ,Q4ECtF A1 ,7 /R.a s ; - PItOPOSED USE OF PRO ERTY: Duplexes Multifamily dwetlings Single family dweUings Business O Industrial Mixed Use Iuianufactured homes ( ) ther ( ) - Describe: PROPOSED NUMBER OF LOTS: PROPOSED ACCESS TO I.OTS: Private Driveway, 3 lats or less Privats Roada 4 lols oc mdtC O Public R/W with Private Access( ) Public Road Q0 County Arteria! State Highway IS DEDICATION OF LAND FOR PUIiI,IC USE PROPOSFI) (Ftoads, Parks, Schools, Open Space, other)? YES ()6 NO O IF YES, EXPLAIlV: A.0,0171c7/._AA4- Rc.c.1 AGANG 9071V ICaVE r LONG ;QtJfiQ /S ,4N71G/R.4%'i~.0 EiAVE YOU PROVIDED ACCESS 'PO ADJACENT PRUPERTY THAT IS "LAND LOCKED" WITHO ACCESS TO PUBLIC ROAD? YES NO IF NO, EXPLAIN WHY: ~0j..7AcEN r P,4 oPEQT'y /S /v t37" PROPOSEA SOURCE OF WATER: Individual welis Public system ~ Private Community System Other ( ) - Describe: PROPOSED MSANP OF SEWAGE DISPOSAL: Pubfic Sewer 0 Community System Septic Tank and Drairifield Double Plumbing Dry Sewer Other Describe: la c- UTILIT'Y COMPANIES AND DIS'I`RICTS'PO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: A vl:vTA Gas: .4c1/ Water. C0~5oG/~D.a 7&0 90 Sewer: S,400-&-AA1E "'OU.c.l7'y Phone: !V GtJEsT Cable: AT Fira Distrlct: 79K.f School: 4-0EArTi2•4 G VAL, CEy Other: / PRELIMINARY SHORT PLAT APPLICATION Page 3 of 5 • ~ )YE - (exposed standing watcr, pond, year round stream, river ar lake) LIST: DOES'1"HE PROPOSAL SITE HAVE ANY WETLANDS? . YES ~ NA (open water, seasonal water, marsh areast water saturated soilsor wetland pi.a.nts such as "cat tails") L( ~ST: WHIeH TYPE OP WETLAND EXISTS ON THE SITE? Type ) Type Il Type !II Type IV IF WETLANDS EXISTS, HOW CLOSE TO THE CDGE UF TIfE WETLAND WILL DEVCLOPMENT BC AL[.OVIIEI) TO BUiLn? FEET EXPLAIN: DOES THE pROPOSED SITE PRESENTLY HAVE FISH OR W[LDLIFE HABITAT? YCS NO EXPLAIN THE KNOWN TYPES OF WILDLIFE: DOES THE PROPOSED S1TE HAVE CRITICAL AREAS (such as stopes over 30°10, unstable soil or rocks prone to landsfides, sever erosion, flooding or others)7 LIST AND EXPLAIIV: /VO DO YOU HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSTONS O FURTHER ACTIVITY RELA'TED TO THtS PROPOSAL? YES NO 1F YES, EXPLAIN: PART II FIRE AZAIZSBALL / FIRE DISTRICT RCW 36.70 B requires earty coordination and information . A. THIS PROPOSAL 1S VVITHIN FIRE PROTECTION DISTRIG"f NO. ! B. WHAT IMPROVEIViENTS NEED TO BE MADE TO MEET TIiE DISTRICTS FAtE PR4TECTION % REQUTREMENTS? A> •av* 'u&4 s`r't C. SEE ATTACHED LETfER DATED: D. REQUiRED FIRE FLOW (gallons per minute): I have reviewed the proposal Qnd have advised the applicant of the Fire District requirements. 3-3 "C> SIC3NATURE TITLB DATE 1 ~ ♦ . PRELIMINARY SHORT PLAT APPLICATION Page 4 of 5 ftCW 36.70 II roquires carly coordination and information A. THIS PROPOSAL IS W1THIN WATER DISTRICT: ~rl So/, 4 k-D -Tu- . O.sT e-~ B. SATISFACTORY ARRANGEMENTS FOR D4MESTIC WATER AND FIRE FLOW I-[AVC BFEN MADE AS FOLL•OWS: A WATER SYSTEM PLAN MUST BE PREPARED: YES NO REQUIREMENTS: Nb 7A~~ opr- C. O SEE ATTACHED 1.F'I'I'CR DATCD: hav rev'ewed the prvpvsal tzrid have acfvised the upplicant of the District requiremenls. h `SIGNATURC ?'I"i'LE [)AI , SPOKANE REGIONAL HEALTH DISTRICT RCW 36.70 B requires earty coordination and infotmation A PRELIMINARY TSCUSSION HAS TAKEN PLACE, A COMPLETE APPLICATION MC,'ST INCLUDE: PA-'C/ do -.,A~lG . ~ ~ B. SEE ATTAAD LETTER DATED: After a preliminary review of the proposal, I have advised the applicarrt of some of the Spokane Re onal Health requirements A complete and detailed review will be provided after lhe plication is submitted, which will result in a complete lrst of requirements and corrditi rrs regarding Health o sions for the proPosal. IGNAT TTfLE fDIZ S SEWER PURVEYOR (City of Spokane or Liberty Lake) RCW 36.70 B requires early coordination and infonnation A PRELIMINARY DISCUSSION HAS TAKEN PLACE. A COMPLETE APPLICATION MUST INCLUDE: B. SEE ATTACHED LETfER DA'I'ED: . After a preliminary review of the proposal, 1 have advised the applicant of some of !he Sewer requirements A complete ctnd detailed review will be provided after the application is submitted, which will result in a complete list of requirements and conditions regarding Sewer provisiorrs for !he proposal. . SIGNATURE TITLE UATE . s , . PRELIMINARY SHC)RT PLAT APPLICATION Page S of 5 PARI~lll LEGAL OWNER SIGNATiJRE (Signature of legal owner or representative as autharized by legal owner) j, Al0 i^ Vyl o, J, 2E? i)Iq ,(pcint narne) SWEAR OR AFFIRM T'MAT 7'1IE ABOVE RESPANSES ARE MA17E TRUTIir-ULLY AND TU THE BEST OF MY iCNOWLEpGE. 1 FURTEiER SWEAR OR AFFIRM "I'NAT 1 AM THE OWNER OF RECORD OF THE AREA PROPOSED FAR 'I`HE ABOVE IDENTIFIED LAND USE ACTIODV, 8R, IF NOT THE OWNER, ATTACHED HEREV4'IT'ti IS WRITTEN PER,MISSIQN FROM THE OWNER AUTHORiZ[NG MY ACT14N5 ON HISi1iF.R BEHALF. ADDRESS: 4= r` ~ Ct, r.~ ~.a ~'r•~ PHONE: C"` SJ- e, C!~~'LIP: 7 % ~ ~'r• ' (Cit~l) - (5tate) - - - - ~ SIYIVATCJRE qATE NV'1'A.1Zl1P (For Pari III above) STATE OF WASHINGTON ) ss: COiJNTY OF SPOKANF ) SUBSCRIBED AND SWORN to before me this---~ day of ,2880 . s ~y , ♦ D , e, ~ ~ • b A~'J~' • C3 NC,T'ARY SIGNATidRE Notary Public in and for the State of VVashington = . 9 pU6LIC+ Residing at: ~ ~ 28, ; ~,4 ~ • • ~e,•~~l , , ~Y aPPoiatrnent expires: , PART IV (To be completed by the Division of Planning) DATE SUS . ~ ~ I RECEIVED BY: TOTAL FEES: Lo I`-t=CY - RECEIPT NO.: FILE NA.: DATE COUNTER COMPLETE: (id CIO I PREUMINARY SHORT PIAT APPUCATION -1M'C REV 12109 ~ SPOK-ANE COUNTY DivisioN oF BUIT ING ~ 1 AND CODEEwoRcEmFNT. ~ 1026WEST8RoAmay Avri.NuE • SPOKANT, WA 99260-0050 . Site Irformation Project Infarmation site Adariess: 322 5 Z,QNG RD Pmject Number. 01006719 Inv: 2 Issue Date: GREEIkTACRES, WA 99016 Per~mit IIse; SP 1288-01 -FINAY, 4-LOT Parcel Number. 55192.4321 SubdivMan: UNKNO'VVN Apphcant: WAH.U, LLC -MBM HtJNM Block: LaE. 9245 RI DIVISION Z,oning: [JNK Unk~aown SPOKANE, WA 49208 Pbone: (509) 483-7400 ~iJ~, ~iA~I[] LLC Uvvner: RIELLY', IdC?RI1riA J~[TNE COUtz~Ct: A~ 8205 N DTVISiON Addrnss: 322 S LCNG RD SFOKANE, WA Phone. (509) 948-3740 CaP,EEMACRES, WA 99016-9795 5etbaeks - Front: Left: R#gh#: Reur: Buildittg In.vpector. LEQNARD FI.[aN0 WutexDist: Groop Nstme: Prajec# Name: ~ • Permi#s SltortPtat cmndrador: Iicenae H: EPIQINEER_FWAL MAP Bz P1.A $100_00 FINAL: 4I..OTS S638.00 Total Petmi! Fee: $73$.00 Payment sumrriary , Total Ileo AmonntFafd AmountUwi~ff TranDatB Receint # Pavmc.nt Atat S73&00 $738.00 $0.00 10111101 8142 $738,00 Frc~cessed By: A,zck, IVfarb PAYMENT Frinted By: VV3NDEI., GLORIA Fage 1 of 1 -S► - " 1 ~ . Spokahe ;C'ounty . I'ublic Works. Depacrtment- -Divi-sion of Building & Code , Enforcement . Receapt Receipt. Numbet: 8142 -Customer Number .Projects- Ful/, Pro{ect-Nbr _ I"►rv,Nbr Fee•Arirl Inv<<4'itu _-Oiviitg_ P'AID P»tr 010067'19 2 3738:00 3738:00. $738:00` $738.00 ~ Total: 4738.00 $.738:00: $738:00 $738.00 . Miscellaneous..Itetns, 'Tota! PAID: $738,:00 Tend"er. "&pe Clreck .Accl Boldnce _CCNbr. . Exp Date TEIYDERED • ,,Check1 1227 738:00 Pay.er-. WAHU, LLC. Toto! TEIVDERED: 738.00 O.ver / (Short) -$01.00 Cjr`ange '$0':00 Xotes: Tran-LDute / Time: 104'f !01 ',4:1,"4:54 PM, By: GWendef Logon Uset: gwendel-Station: GWENDEL 0ver,r16 •By: Pr.'ifrfed: 10/11/Ol 4: ! 4: SS PM ppge. 7_ of / ` • ,N,~ • a. - ~ - - i • - f~.. ~ 1 • • " • ' ' • j . t~ . ~ ~ ~ • . r ' i=" 1 I II~G'r- - - . . . f. ~iPt)~I~-:..~., _ . . . . ~ . . , . - - ~ . ' ~ : 'rj . r. 14 ~ i . ~ • ~ . . L• _ •~.i • s : ' ~ I ~t ~ . 1~:.. - 7 •~i. j~ +1 " ~ _ . f. • • ~'1 . ' • ~ ;1 ' ' ' ~'=°~t. ~r~; . ..i:i: li^ •~":w.'s ~ ~ • ~~:'~'S. ' ~ ~ - - ' ~ .r : i . ~~Y . i h. ; . . ~ r • ~ _ r' r . ' ' ' • . • ~~.r:i . : i • . t s ^n ~ . i . . c:. ~ . ~ • . , _ t, i ••r • ~ 0 1' .j• i 11... y, i: - •t ~R" °t.~~ i ' ' -~r.• : . ~i +Zt 'w.~ ~7'.ti~ ' ..i . F :i Y ~ t' ~F'.~ s.' . 1~.~ ~l~~~~~~~; . : . ~0v~~,A • ~ ~ . t. _ _ i . , u:' ~ ~r i • ' 1' t: ~ ' : y ~ ~ ~ . 4 y _ ~ ~ ~ site tnf6ima4lon Project lnformation immmmw~ ' ,l_ 1 S ite"Address projoctNnn~ba: O1 ~ 5719 Inv: 2 Is~ae Da~ : 322~s:LON(~RD t}RMACRES,-WA.99016 ' pMatt,IIae: 8P'-1286-0 --F1N4.L4LOT ~ ,Farcel Number: 55192:0321 SnlidWon: tJNI10WN A~sptfcant WA~iU, NII'i~E H[JN~? . 8205WDSION, ffiock:, ~8p0 ~ ~WA 99208 Phone: (509),483-7400 Z0~' ~ UII~O~ Gbubnct 'WAHtTLLC :Owner: 'It~ N4RMA JUNE, g203-N~D ON Addr~e: 322~S~IAIQ(~RD 'B;pp -'D~►A Phane:~ (509)948-3740, - - (}REENACRES, WA 99016-9795 Setbnche~•~I~on~ Left: Bight; Yt~t. Boildlng Lupecbur: LEONARD FLUNO - Water Diat•, , - ~ Gronp Name: . prof ect xame:, P8fm 1tS , , - , _ - - - _ . SholtplRl CaltcadoM E~rr~~x ~v,~t~t►ti~' ~t ~ '.A~ ~ ~iao:oo ~xAt;: a i:o•rs ~s3s:oo ' ..'.f Total PermiE Fees ~?38.00 ~ - • . . - • ~ ~ . • ~ _ _ a pgym@fltl Lp111ti~►~• - • - _ . - , Wo ~ - . _ s... ~ . Am : - ' " Receiqff ftymmE-Aant . '$738.00 '$738:00 ,$0.00 . ~10l~1l~ ~w 8142 $738.M . = . ~ . . . . ' - ' `~1~~ : ~ • ; . . o.. ~ .l_.. - . , . . . ~ a ~ . E ~ -P,roasaed sy: BuckMarti: fAYMENT , Fi3tit,ed By.: oVENDEi., aLORIA Page 1 of 1 r _ i i ~ ~'~-IZ~~O►-C~I S P O l< ~ N L r C O U N'-r Y' ' UIVISION OPLNCItVCCCtING AND 1ZOAl3S A b1VlSiON OI= TI•Et? I.,tJU1.iC WOIZKS UI?I'Alt'1'MI:N'1' ` Willlrin A. )oliits, I'.C., Caunty Mtginerr rr',,rm7o AtTRELiM.l:~~~~ ~~Y FLia.i1J LNGINE-Llt'S AG1tI;i:tV1EN'l' NUMI3LIt A!' '1'his agrcc,uciit bctwceu Spokanc County ancl wlinse iiicerest in the project is PuA c/✓A .5 EA ~i.c ka,vrtcl, a~tcNu, v►L.I is entered into tliis clay of 20 0"' .'1'his ugreetnetu is applleaule to the project kituNvit as: ~~.G-i ~ ~G,E" 7' 111111 / ~ L~~-- ~~~r~~~~. ,►3rrr~rnr .rrmr :~-r~ atr, , '1'h.« tlte itulivicluals <<nd pai•ties »atilc:d hcrciii 15 liavi►1g t-in iutcrest in tlte <<buve dESCribed properry or project agrec: Iv IiIt' lU<<V\Villg: 1. ltc.~iuiburse Spwk<<ne Couiity l'ur project ce:vim ancl inspeclioil l'ces as specilied iii Cliaptec 9.14 of the Spukai» Couiity Coc1e. 1'lte fccs will be btised on I1ClUill SilIaCy C05fS ItiCll'rred by Spokcinc Coutity 1'ar prnject rcvicws aiicl ! ur i»spections plus a teii pecceiic admiiiistrutive cltargc, aiul Nvill bc billecJ 1110I1lIlIy as accruecl. A»y biliinb ai»owits cluc, including any expcnses incurrccl in thc culic:cliuit u1' an ovci•cluc acc:uuut, iiiust be paicJ pciud• to tlie Cuuiity's ac:cepluuc:c ot' tlle project t'or tilins. lt' a project is approved aiicllor l'ilecl willi a balance stitl owiiib, lliE Unpaid balallCC Shull be pitld 1V1II1i11 30 CIaVS U1' the invoice date. 2. 1'Ize undersigiied asrees thcat these f'ecs <<re due and payable upoit receipt ot' tlte billing as spccil'iccl above. . 3. Aily invoices not paid witliin 30 days of ehe invoice date will be considered delinyuent. If nily outstandins bala«ce dn tlte aceouiit Cor this project is aot paid within 30 days or' the invoice d;ate, no i'urther reviews of clie project documents wiil be conducted untii die etitire account balance is paid. Any bul.uic:e un the aecount foc (1115 (7rujee:t iiot paid within GS days o!' the invoice datc may result in legal action or the iciitiation ot otlier collectioii procedures, including referral co a collectia» fibency. The Snonsor wiU be liable for any ancl all expenses incuered by the County Foc IIlC CUIICCl1U11 Ut' flvcrduc accuuilts. 4. 'CIIC 111U111I1ly Ulljlllg SIIVUId bC SClll (U It1C ,ittc:iltiuii oC': N A M L : AUDIZCSS: Cl'l'1', S't'A'1'C: -45~07~~ zli' CODL•': NI•tOiVL 741aco PI•IONC 1! 2: Y;6 -7" 7~ee10 FAX L-Mttil I uiiclecstand tliat failure to pay tllese Cees inay result in delay i» conipletion or approval oF the projecc or dther pOSSIVIC Sal1C110115. O IC tiiis tee agreemeiit is cniiipletecl by someone other tlian the Sponsor (i.e., the project owjicr or a priitcipal in tlte Cirm spnnsorijig clie project), suc:h as the Eubineer clesignitig the project, tiien writteci auchorization i'rocn the Spansor specilieully autho:•iziii6 tlie Aseiit tu exccucc► tCtis Fer Agreciilcnt is :i«achccl to tliis Fcc: Abi•eci»eist- c S(G ti'A'l'U RL I3v: J%/~L/ rI o Wa rn e ' (PItlNT h'AML') - 1tL'1'UItN 1'ELI,UW COI'1' 'I'O S1'OICr1N E CnUN'1'Y ]:NGIN ELItS k\11;►~;y~~rt~~~.d►tir ~/?Illlll 1020 1V lZro:iciw:iy Ave Spulc:tuc N1'A')92Cp-(117U (aUI) 477-30UU Fi1X: (50) 477-2243 'C01): (509) 324-3160 . ~ SPOKANE COUNTY QIVISION OF ENGINLERING ANU ROADS 4 DIVISION OH "1'HE P(I8L1C WORKS AEPARTIMENT RECEIVEi) AGREEMIENT TO PAY FEESSPOKANE COUNTY Ci'GINEER'S AGREEt1►1ENT riUMBER AUG 10 AW ~ This aQreement between Spokane Counry and T-II1/ISION OF P1ANNiNG ~name ot prrson i wItose interest ia the rrnject is r,t.r. c>wner. ;igent, etc a ` is en[ered into this 31`2-0 day of 20 0/ This agreement is applicable to the project kno,wn as: -t • (rroject auare.ss or ruename vr `pint name t;c pnmse- or rne numner) That the individuals and parties named herein as liaving an interest in the above describecl property or project agree lU ille PG1lIUwing: 1. Reimburse Spokane CauntyA for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Cacie. The tees will be baseci hn actual calary casts ineurreri by Spokane Caunty for prUject reviews and / or inspections plus a ten pereent administrative charge, aild will be billed monthly as accrued. Any billing amounts due, incluciing any expenses incurred in the calleCCiuil of an ovzrdue account, must be paid prior to the County's acceptance of the project for filing. [f a project is approved and/ar filed witli a balance still owing, die unpaici balance shall be paicf wicUin 30 days of the invoice dace. 2. The wndersigned agrees that these fees are due and pavable upun receipt of the billing a5 specified abnve. 3 .any invuices na►t paid within 30 days of the invoice date will be cansidered delinquent. If any outstanding balance on the account for this project is nut paid widiin 30 clays of tlie invoicc: date, no furt}ier reviewc of the project documents will be conducted until the entire accaunt balance is paid. Any balance on the account for this project not paid wichin 65 days of die invoice date may result in legal action or the initiation of other collection pracedures, includin,g referral to a collection agency. The Sponsor will be liable for any and aU expenses incurred by the County for the coliection of overdue accouncs. 4. The monthly billing should be senc to: ~J U I NAMC ! ATTENTION: COMPANY: , ADDRESS: ~qzos- IS, ~Z' ~ C ITl', STATE: ~ZIP CODE: I'HONE 1'- 74elc7C7 Pl-IONE # 2: FAX 7- ? 7 71 E-Mail /t: ~•'/40~' 1 understazid that failure to pay these fees may result in delay in completion or apprcaval of the project or odler pnssible sanctions. 0 If this fee agreement is completed by someone other than the Sponsc►r (i.e., the project owner or a_ princ:ipal in the firm snonsoring the project), such as the Engineer designing die project, then written authorization from the Sponsor specifically authorizing tbe Agent to eaecute this Fee .agreement is attached to this Fee Agreement. S1GNAT'UKE By: //I i~- (PRINT NAME) RETU'RN YELLOW COPY TO SPOKA►NE COLINTY ENGINEERS kl,Naercdec.vnc 4!1-001 1026 Vti' aroadwav Ave Spokanc WA 99260-0170 (509) 477-3600 FAY: (509) 477-2243 '1'Dll: (509) 324-31 fifi ~ ~ SPOYANE COtNTY Li v iSION OF BUILDING AND %.,uDE ENFOR . 1426 WFpST BROADWAY AVENUE • SPOKANE, WA 99260-0050 ~ ` (509) 477-3675 J C SnEINFaRMATIoN PRo,ECT INFoRMAMoN ~ Site Addrrss: 322 S LONG RA Prnject Number: 01006719 Inv: 1 Issuc Dute: GREENACRES, WA 99016 Qcrmit Use: SP-1288-01 Parcr.l Namber: 55192.0321 Subdivision: i,INKNQWN Applicant: RIEGLY, NORMA JUNE Block: Lot: 322 S LONG RD Zvalng: LJNK Unk-nown GREENACRES, WA 99016-9795 Phone: (U(ln) 000-00()0 Owner RIELLY, NORMA JUNL Contact: MIKE HUME, W,AHL1 LLC Addcess: 322 S LONG RD 8205 TI AMSION GREENACRES, WA 99016-9795 SPOKANE, WA Phonc: (509) 94g-3740 Bufldtng Inspector: LEANARD FLUNO Setbneks - IYonh I,eft: Right: Resir: Water Dist: Group Name: Project Name: C PERMff(s) ) Short Plat Contractor. Idcenae M: EIVCiINEER FiNAL Iv1AP & PLA $100.00 PRELIMIDJARY: 4 IaOT 51,276.00 PILE CONFEREhCE-2001 rEES $38.00 UTIL=- S (IINSIDE PSSA) S100.00 Total Permit Fee: $1,514.00 C PAYMENT SifMMARY Page 1 ot' 1 NoTES ~ PAYr/ON'T Processed By: Buck, Marti Prlnted By: WENDEL, Gi.ORIA 'Cran Dete Receivt # Pavment Amt 8/10/01 6135 $1,476.00 8/10/0I 6136 $38.00 Totel Fees AmouetPaid AmonntOwfng $1,514.00 $1,514.00 $0.00 1 • . i. c ~ • ~ • ~'pokane County 1'ublic Works- Department Division. of Building► & Code Enfarcement* Receipt Receipt:Number: 6136 Cuslomer.*,Number Prolects. Fu!! ;Proiect Nbr' I~rv.,Nbr, , `F_ee-Am"t IiivAiiil , - _Owing _P.4ID Pint 01006719 1 ' _$4;51*700;~, ' "~$;38:00' $38.00 ~ Totdl: $1;51$30'00) $38.00 1Vliscellaneous~ Iteins' . , Totnl PAID: $38.00 . ; - Tender -Type- Ctieck Aect ; - - - --Bala►ice !.CC`1Vbt'~--''``''_ ;E'zp.Date, ' TENDERED. ,C.heck1 224-~1~ ` - _ - - - - _ , - 38:'00. Payer:; ,PATRICKJ-~IV,IO.ORE~ 'Total -TENDERED: 38.00 Over, /(Sha'r"t) $0.00 Cliarige $0:00' Note"s: Tran-Date /'7'rnre: 8/10/01 4:24:22 PM By; G1IVendel . Logon User: gwendel Stadoir: GWENDEL OverrideJ~y: 0 Prinled: :4✓IOl014:24:24 PM Poge-1 -op ~ w Spokane Co unty Public Works Department Division of Building & Code Enforcement Receipt Receipt Number: 6135 Customer Nuinber Projects Ful! Project Nbr Inv Nbr Fee Amt InvAmt Oivinp, PAID Prnt 01006719 1 $1,514.00 $1,514.00 $1,514.00 $1,476.00 T01al: $1,514.00 $1,514.00 $1,514.00 $1,476.00 Miscellaneoos Items . Total PAID: $1,476.00 Tender Iffle C7ieck Acct Balance CC Nbt F___ px Date TENDERLD Check1 1208 1,276.00 Payer: WAHU, LLC Check2 1209 100.00 Payer. WAHU,LLC Check3 1210 100.00 Payer: WAHU. LLC Total TENDERED: 1,476.00 Over / (S/iort) $0.00 Cliange $0.00 Notes: Tron Date/Time: 8/10101 4:22:15 PM By: GWendel Logon User: gwendel SYatfon: GVNENDEL Overrlde By: Prinled: 81101014: 22:17 PM Page J oJ 1