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29018 PE-1801 AUSTEN Page 1 Engineers C)FFICE OF THE 5POKANE COUNTY ENGINEER 10261N Broactuvay pVe, Spvkane, WR 99260-0170 (509)477-3600 Fax {509}471-2243 i~■ "ENGINEER'S C[]NI}IT`aNS aF APF FiOUAL" ExTENSION OF T'IME TC3: 5pvkane County Division of Planning FRaM: Division of Engineering & Roads DATE: March 13, 2[}02 PROJECT: AUSTIN AD0 FiLE PE-1801-96 (zE-0034-96) Review aate: 03i1812002 - Pfanner: JASQN LANGBEHN SponsarlApplicant: GARY ALJSTIN 5ection Tawnship Range: 23-2544 Hearing Date: {1 a13011 996 9:00} TechnicaP Review Date. (0712511996 @ 2:15) The Spokane County Engineering Department has reviewed the abvve referenced applicatian. The fvl[vwing "Conditivns af Rpprovai" are submitted to the 5pvkane County Planning Department for inclusian in the "Findings of Fact, Conclusions and arderJDecision" should the request be approved. Priar ta release vfi a building, permit or use vf property as prapvsed: , 1 . Tnat cvnditivnal approval of the plat by the County Engineer is given suhject to dedacatian of right-Qf-way and approVaf of the rvad system as indicated in the prel9minary plat rrf recard. 2. That , ; linr„nGcsrl Prr+f88610nal Givil Fnrvineer 3. Enginee • 4. Canstruction withirr the proposed public streets and easements shall be perfarmed under the direct supenrisivn of a licensed engineerlsurveyor, who shall furnish the County Engineer wrth "As Built" plans and a certificate in writing that all irnpravements were unstalled to the lines and grades shown on the approved cvnstruction plans and that all disturbed monumen#s have been replaced. 5. N❑ canstruction wvrk is to be performed wcthin the existing ❑r prvposed Pub1ic right-of-way until a permit has been issued by the County Engineer. All wark is subject tv inspectivn and CC Rpplicant GARY ACTSTIPd EngineerlSurveyar P}.anner JASON LANGS'EHN Page 2 1013011995 0712511996 1801 apprvval by the Cvunty Engineer. 6. Afr construction within the existing ❑r proposed Public right-af way is tv be campleted prior tv filing the final plaf or aband in the amvunt estimated by the County Engineer to cover the cost of canstructian of improvements. construc#ion certifcafian, "As Built" pPans and mvnumenting the street centerlines shali be filed wi#h the County Engineer. 7. That appropriate provisivn be made that the fallowing described property be held in #rust until the cantinuation of #he streets be dedicated ar deeded: A 1 ft. strap at the ends or edges of all streets that termina#e or barder the plat bvundary. (Temporary cul de sacs are required when streets terminate at the p[at boundaries.) 8. The applicant shvuld be advised that indiuidual driveway access permits are required prior to issuance of a building permit for tirirreway approaches tfl the County rvad' system. 9. Dedication of 2.5 feet of additional right-af-way aIvng Fvurth Avenue. 90. pedicatio n of 38 feet of right-of-way for the iraternal public rQad. 'I1. a 2. That a!I publac roads within the plat be designed and constructed tv Spvkane Cvunty standards. 13. The Caunty Engineer has designated a Loca[ Access Roadway Sectiara for the improvement of internal road which is to be constructed vvithin the prapased deveiopment. This will require the installation of 30 teet of asphalt. The construction of cuebing and sidewalk is atso required. 14. The prapased plat shall be improved to the standards set farth in 5pokane County Board of Cammissioners Resolutian No. 95-9498 1-0298, as amended, which establishes regulativns for rvads, apprvaches, drainage and fees in new construetiarr. 15. Yhe Caunty Engineer has examined this developrnenf propasal and has determined that the impact of this propasaf upan the existing County Road Sys#em warrants the dedicatian of additionae Right of Way and the rpadway improvements herein specified. 16. . ded!GatiGn, • reseFve. Innnrnve rnonfc are mario #,rti F=r`urFF'ti Avani io 17. , -aGGlUiSitiGIR• S Page 3 _ 10130I1996 07125A1996 1801 relonnfir.n nr.rFe. anrl tn maLo orronrrnmonfc fnr any nrsraccanr sArrtrlr 18. The applicant shalr grant applicahle bprder easements adjacent to 5pakane Cvunty Right vf Way per 5pokarae County 5tandards. 19. The a,pplicant is advised that approval of a design deviation is required for using easemerrts as apvrtivra vf the temporary cu9 de sac design. 20. A Prafessinnal Engineer, licerosed in the State af 1Nashington, shall su'brnit final rvad and drainage plans, a drainage repart and calculat'rans that confarm to the 2001 Spokane Cnunfy Standards for Road and Sewer Constructian, the current editian vf the Spvkane Cvunty Guidelines for Storrnwater Managertvent, and all ather standards an+d laws rhat are applicable to this project. The finaN plans and report shaVl receiVe fhe Caunty Erogineer"s acceptance prior to re[ease af acanstructian vr building permit or approwal of tMe final plat. 21. "The applicant is advised that there may exist utilitues either undergraund or averhead effecting the applicant's prvperty, including praperty to be d'edicated or set aside future acquisition. 5pakane CQunty will assume nv financial vbligatian for adjus#ments or relacation regard;ng these utilities." "The a,pplicant shoGld cvntact the app[icab1e utilities regarding respvnsibiluty for adjustment or relocativn casfs and to make arrangements far any necessary wark,," 22. Erosivn Contrvl; ATempvrary ErQsion and Sedimentatian Control (TESC) plan shall be prepared hy a Wp 5tate Iccensed Professivnal Engineer and irnplemented throughaut the duratiarr of constructivn. The TESC plan is to be prepared using best rrranagement pract'rces (BMP's) currently accepted within the CiVil Engineering profession. 7he TESC pCan is to include, at a min4mumi a grading planp Ivcatian an+d details of siIt control structures, and street cleaning prvgram. RunQfF from expvsed areas shall be fltered priar to discharging intv a detentivn pvnd, swaCe, infiGtration facility, or naturaG drainageway. The TESC plan is #o be included in the road and drainage plans. The appCicant's Engineer is to suhrrait the TESC plan and sup,portirag calculations to Spokarre County priar to si#e ciisturhance, The TESC rnajve structures (such as silt pond's, silt traps) are to he irastalled privc to other site wvrk and' the TESC measures are to be irnpl'errzented and maintained thraughaut the durativn vf constructivn, including hvuse cvns#ructivn. 23. Any part of the drainage system that Iies outside of the pub[ic right-af-way will neither be maintained nnr aperated Fay Spakane Cvunty fvrces. F'rior to plan acceptance by the County Engineer, the 5pvnsor shall provide a mechanism, acceptable to the Cmunty Engineer, for #he perpetual mainfenance vf the starmwater drainage systern. This rnechanism shall also prQVide for the fundrng vf routine maintenance, and the replacement of the various Cvmpvnents of the drainage system at the endi af the serVice life of the respective compvnents, and any other improvements thaf may be legally Page 4 10130f1996 07/25/1996 reai required in the future. An O,perations and Maintenance Manual fvr the stormwater management systeen shall be pre,pared by the Sponsvr's Engjneer, and included in the project dvcurnents submitted tv the Gaunty Engineer fvr acceptance, alang with a discussion af the design life of the varivus companentsp a calculated annual cvst for repair and maintenance, and acalculated replacement Gvst. Homevwners Assvciativns are accepted by the Spokane County Engineer for carryirag out the reqvired rnaintenance furrctions and responsibilities. SQecial Note: TFae Phase I- Develvpment Regulations - AttacFrrtaent A - Sectian I'V {B} (2b) - States that the first renewal af this plat is exeQn,pt from concurrency review, haweVer, future time extensians will require reView by the Spokane County Division vf Engineering for cancurrency with the Spakane County Corraprehensive Plan. ENd • ~ , Aiustin Addition 4- ~ rr - a~~ f ~ r r.s r raJ~i - 1 I I~►] ~:a~'J,+CC t ~ ~ ❑ a i ~ ~0 ..~C I ~ . ~ ~ m ~ ~•'~l.~ ~ : F' aw u~ _ ~ ~ 2 [ (C W • w Ir~ Ri ~ ~ r i ~ f ~ir~ ~ J~• S PRAGUE Ihl A ~ r x• .+t.r,~~:_ , 2312 i ~ ALE L--[~_~_.~"..LC ~ AVE` Fa r~M r rwr► =~~r .N~ • ~ ~ ~q 5.e~aal~ y• ~ ro ~ GC ~4 ;~,f^,<`~', • .ea-- -vo~ 3 r,r ~ ( ~ri.P •M ~?--,':,i?: 67f' ~ ~ t ~•J{e '7 . . :~17~0 Q ~ '~'~,f rr Rd0 ~ . ~ ~.,'rs~ p : V4~=•''%; ! t 'd' A • • ~4' H U a ~GFFz'H A~i'~ :i:'•,;;.s~::;:,;~::::::~ s . - ' a:^p r-:= ',ii. ~ a 9TH ~ x ~ •LrJY.~~,~~•T" , ~ I ~ ~ na-rsr 0 11T41 n ~ r~r+P ~ ' CL,4°~IpFa ~ 11 T1i ~1 ~ l~ TH ~t F i r~ ~ ,y, ~ ~ rarr+ 13 T Q ;e.r ~ T►~i ~V ~ ~ T '~'IY~I y~~~i~~ • i 94TN AM~ R ~ • J H! a ~ 7r+~f ~ M AYE 5{KTEENTH T14 -7E* I A-A - ~ " PF910OUR'r' P►w7 9r ~ ausTIN AoamcN PUnKH Or W W1/2 Or MLWT tM tr ,VL~ LOW6 Fd 11S ME 9/4 0r = 2A 7. 2..'i K. M. aa E- I[1A &~Af~E 4WiTY. ti9iSGTp1 ikvL i - - P DM11 ~ & ~ ~]RTER ADC~ISi j ~x~ I .J.d.. ~ I . ~ ~ 4~ 19~idR` YAP ~,a ~ a" b 4 ~ .a ~ I E ~ r ' 5 ~.a ~ r~:r.~ 1 V I ~ ~a~"'._ u w: n,.~."'•w:y.~ ~ ~ i r V l ,s ~ ~,.......k...~....». s."t""wec`~.aom.~ ~ 'rF 13 ~r ~:s~ twoeeie ~ ~ar.'~'.~'~`.•~~u:° ::`~i y.r° `s° ■.r L ~ I a . a, w...6•...`°.r ~r ~ L =,nTf J k : la~ - ~ ~ r~ ~ -ti~ ~___JS ~o`•~:~,~~ a_.~.,.~. ,2 ,,r r -.ce S.IN Y~EA1f7VY5 P.U.D. L J ;s" I I • ~ C~ ~ n~ ~"'n.t_ tr - ~..L~ L J _..x ~ . , _.u,,„ . ~ t I ~ r~ _j ~ ~+o ° ~r jl- ~L-"~ur ..E.u~ ~c~+e 18 Mf MW p4'uf MW es¢mQ n E i1u w,~ ` r° ~ %Qm ~~tm i Fe~9 4 K Rrt~G ~ r~_•~ ~ f... mt. ~ I f w.~.a ~,w* . r v~ ~r s~ a+r ~03nTxau A • ~ _ ~ ~ ~ ~ ~ v~~ .;-v. ~ - ~ ~ ~ P f_7 K A. r*4 E ~C3 U N'r -Y ~ A, CJIV[SlC]N OFTt3E PiIBL[C WOR1C5 DEPARTMEhiT L]SV15[ON OF PLANN[NG MICHA&L W NEEL7HAA9, DIREC[YJR MEMURANUUJNd TU: ~19i~i-siaFn7r@f Eng~i~eering'and'Rvads~'Tr nspar~ation_Engine_erhng, WS'catffrigeThard; c1o=5andy KimbaLl Division Qf Engineering and Ftoads, Ilevelopriaent Serqvices, 7ohn Hohman DivisiQn of Cltilities, Inforinatican Setvices, Jim IZed Division of Utilities, Starmwater Utility, Brenda airns Spokane Regional Heaith District, Steve Hnlderby Spokane Cauinty Air Fvllutian ContrQl Authority (SCAPCA) 5pnkane Cvuniy Fire T)istrict No. 1 Vera Trrigation District No. 15 Central Valley School District No. 356 Spokane Caunty Division of Building &Code Enforcement FRflM: ]ason Langbehn, Assaciate Planner IIA,'Y`E: March 4, Z0[}2 RE: Prvposed Extension Qf'T'ime; PE-1801-951zE-34-95 (Austin Addition) Please fimd encivsed a capy ❑f an app9ication far an Extension af Time fram Czary Austin fio subdivide appraximately 4.02 acres into (15) lots for single-family residences, and a ' - zane reclassification frvm'LTrban Resid"ential -3.5 (T]R-3.5) to the 1CTrban Residential - 7 (UR-7) zone. PPease review and forward any cornments to rrae by March 18, 2002. Please inGlude the following: 1}(?RI~`"iINAL CC7NDITI(]NS ta be reinstated as written, 2} REVTSEI] CQNDITI()NS intended to replace or modify vriginal conditiansr 3} NEW CONDITIONS based upQn recited ❑rdinance changes adopted subsequent fo preliminary plat approval (April 21, 1997). If yvu have any questions you may contact me at 477-7196. cc: Gary A.ustin, 14910 E. 0' Ave., Spokane, WA 99216 1026 W. BRQADWAY • 5riOKAf<fE, 4VASHINGTON 99260-4224 PFi[3ivE (509) 477-720(] + FAX (544) 477-2243 ■ TL]L7: (309) 477-7133 . - ~ . - A P~F?Lf 07ATlO<" $ FOR, . '~~Y5Nx~7~t(iF TI`il~~ 'QY4 ~ ` 76NX p~ c~ ~ ❑MSION OF PLANI~ING O~CMISM ~ SPo~~ _ e ze -3q-- I? NAME 4F PLATIFId.E N(?: PE- [$o j-q, A`ustin Ad~ii tiori . PARCEL NO. APPI.ICANT ~(NAME OF LEGAZ OWNER): ~ arY A.u s~`Yn MAII.ING AODkESS: 14914 E. 4th Avenue Washington Z3p: 99215 CI'['Y: 5pvkane STATF PHONE: {work} 928-3003 (home) 928`?669 (fax) IF ApPLICANT IS NQT TEIE OWNER, INCL[T!)E WRITTEN OWNER AUTHUR~~t ZZATI[]N CUR T'NE BELUW QWNER'S DESIGNATED CONTACT TQ SERVE A5 REPRESENTATrVE OWNER'S I3E5IGNATED CONTACT: MAILING ADDAESS: CITY: STATE: ZTP: PHc]NE: (wotk) (home) {fax} 1. Has any pnrtian of the pFat, shart prat or BSP been finaiix,ed (reeaided)? No. - I 2. Has a proposed final plat, short plat or 85P been suhmittcd to ihe iDivisian af Planning? Yes No 3C If no, why has the plat, shart plat or 8SP not been finalizeri? What has been the delay? The vwner has been explvring sewer extension vntions wa.th nei.-hbars and refining cQnstructivn cost estimat~;s. Owner has alea been impvrting material ta improve profi1e af future sewer line. I 3. What progress has accuraed: What conditiuns of approVal have been cornpleted (such as survey wark, improvements cnnstructed, departmental approVals obtained)7 I The owar has been exulorina tewer ext6nsion aDtions and imnortinE material te, imnrave nrafileI of future sewer line. I Page 1 of 2 Rgpllcatlan for Facten*n of Tin e d , r-w 4. Why has the piat, shart plat or S5P nat been fmalized? What has delayed finalixatinn7 Owner has been wvrkina with adaainina -DroDertv owners on sewer or)tions and refinine co,t~. Dwner ha$ met with __Apokane Cauntv Utili_ tieB to investigate future $ewer extensions far the area. 5. Is this e phased pmject7 Yes Na X If yes, please cnmplete the falfow'rng informatian: No, of lats originally ap,proved: 15 No. of phases finalized ta date: None No. of lats remaining tv ba finalized: 15 No, of acres remaining to date: L,EGAL UWNER SIGNA,TURE - {5i~ ture of lega! Qw~ner or representari►+e as aukhorized by legal owner} I, 6~lvq rC..`4e , (Ariat name) SWEATZ OR AFFIRM THAT THE ABDW'F1RE5FC3N5ES ARE MAi]E TRll'C'HFL7L.L.Y ANQ `I'G T'HE BEST C1F MY KNDWLEDGE. I FURTHER SWEAR c3R AFFItM TE4AT I AM THE OWNER C3F RECQRD OF THE AREA PROPQSED FOR TTHE ABOVE FI]ENTIF'MD LAND U5E ACTiQAfi, dR, IF NOT THE C]WNER, ATTACHEI} HEREWITH TS WRIT1'EN PEAMISSION FR4M TTHE C1WNER AC]THORIZING MY ACTIONS ON HI5IHBR BEHALF, ADDRESS: ~a PHONE: CITY: II STATE: ZIP; ' SIGNATY.7RE nATE Nv'I'ARY STATE GF WASHINGTdN ) ss: COUidTY DF SPOKANE } S[FBSCRIBED AND SWORN ta be£orc me ttsis ~day ot" - NOTARY SEAL ~ NOTAIU SIGNA'i'LIAE BRIQQU L. C-,OREY Notary PuUlic in and for the State nF Washingtrsn N~XARY FUBLlC Residing at: STRTE OF WASHINGTaN ~ EVdRES)O1J9 l0r 2W€ ¢ ._.~My appointment expires: DA'PB SC19M1T'['Eb' v~-RECENED SY• CJ,.+ H'ICi~~f w ~,I A1vIi]UNT RECEMM: ~ RECE1PT NQ E)CI' DF T1ME APFIVVTCIRev, 101001 Page 2 of 2 Appllcation fcr Fxbansion of T➢me ~ a RECEIVED SPQKANE COUN'1"Y HEARING EXAIN:INER APR 2 11997 W* F~ineer~ng RE: Freliminary Plat of Austin Addition } FINDINGS"DF k'ACT with Zane RecFassification from Urban } CI]NCLUSIUNS, ~ Residential-3.5 (UR-3.5) Zone to Urban} A.NU DECISIQN Residential-7 (T]R-7) Zone } Applicant: Gary Ausfin } FiTe No. PE-1801-96IZE-34-96 } 1. Si.)MMPaRY vF PRi]PDSAAL ANI7 UECISIdN Propasal: Preliminary plat flf Austin Addition to subdivide approximately 4.02 acres into 15 lots for single-familyt residences, and a zone reclassification from the Urban Residential-3 5 (uR-3.5) zone to the Urban Residential-7 (UR-7) zane. I7►ecision: ApproVel, su}aject Eo conditions. ~ II. I FINDINGS mF FA+CT AND CONCLLTSIONS ! The Hearing Examiner has reviewed the preliminary plat applicatian and the evidence of record and adopts the follawing findings of fact and conclusions- i A. GENERAL INFQRMATIflN: AppIicant: Gary Austin, 15906 East Sprague Awenue,lleradale, WA 99037 Agent: David Evans & AssoGiates, L1o West cataido, 5pakane, WA 99201 Address: 14922 East 4`hAvenue ~ Locativxa: +Generally lvcated south af and adjacent to 4' Auenue, approximately 400 feet west of Progress Raad in the NE flf Section 23, Township 25 North, Range 44 EWM, Sgokane CQUnty, V►Iashxngton. , Zaning: Urban Residential-3.5 (lJR-3.5) Comprehensive Plan Category: The property is designated in the Urban category of the Spokane {County Generalized Gamprehensive Plan, is within the Pnanty Sewer Service Area (PSSA) and the Urban Iinpact Area (UTA). I Environmental Revierv: A DBteIlRR1T1at1Od1 4f NflI'1S1g11lfiCaI1Ce Wa5 iSSLIed b~ the D1V151CfI1 of Building artd Planning on Clctaber 4, 1996. 9 HE Findings, Conclusions and Decision PE-I$01-96IZE-34-96 Page I ■ Site Descriptian: The site is 4.02 acres in sitie, relatilvely flat and has been used fvr agricultural purpases. Existing fartns are Iacated on the site. `I'estimony at the public hearing indicatestha# there is a jumble Q~'rocks located at the soUI th boraer of the site. ~ ..b1,,,,FsJ. .,~X.k 5urraunding Camditions: The sate is located along, Fourth Avenue, which is designated in the County's Arterial Road PFan as a Collector Artenai. Land uses in the uicinit'y of the propasal generally consists of single family residences on lots ranging fram 5,000 square feet to several acres in size. The applican# resides in a single-farnily resadence that lies adjacent to the site on the west, fronting on Faurth Avenue. Another single-farrItily home frvnting algng Faurth Avenue is lvcated outside the site alvng #he east s7de of the prvpa;al. An asspsted living facility, zoned Urban Residential-12 is lvca~ted k~etween the site and A~i~s Rvad tv the west. Adans Elementary Schaal zs lvcated to the southwest. The Sun Meadows develapment, corcsistang of 24 single-family lots of appraxirnately 5,000 square feet on 14.8 acres, and zaned Urban Residential- 7, is located bettiween the proposal and Frogress koad ta the east. Business uses in tte area include the Sullivan Road and the Sprague Auenue camrrrercial carridors, vahich offer a wide Variety of services. Praject Description: The preliminary plat iltustra.tes d 5 single-family uruts on lots raa3ging in size frorn $,362 square feet to 13,708 square feet A prapI osed drainage easement is illustrated in the soufihwest corner of the site. An nae-row strip oof land designated ❑n the preliminary plat rnap as unbuiPdable is found along the west side of the proposed access inta the plat, wh,ach is to be cvnsolidated by hvundary line adjustment anto the applicant's adjoining ownership vn the west at some point in the future_ The glat design is consistent wi :h the LTk-7 zone standards for lot size and frontage, and a11 lots will be review+ed. The net density of the propasal as 4.8 dwelling uruts per acre. E. PRDCEDi.7RAL INFQRIVIATX4N: Applicable Zouing ReguIations: Zoning Code Chapter 14.620 and 14.402 Hearing Date and Location: October 30, l9gfi, 1996, Spvkane County Public W4z-ks Building, Lawer Level, Coriimissianers Assembly Roam,l 1025 West Lroadway, Spokane, WA Notices. Mailed: Qctober 11, 1996 by applicant Fosted: Qctobez- 14, 1936 by applicant F'ublished: f)Gtaber 11, 1996 Hearing Prvicedure: Pursuant to Resalutian No. 96-7171 (Hearing Examiner Ordinance) and Resalutivn Na. 95-0294 (Hearing Exaniner Rules of Procedure). Test%mony: Steve Davengort Scatt Engelhard Divisian of F3uilding a.nd Planning Divisilon of Engineering and Roads 1026 West Broadway 1026 West Srvadway Spokans, WA 99260-0240 Spok:..rie, WA 99260 HE Findings, Conclusions and Decisinn PE-IBaI -96IZE-34-96 page 2 s - 7ohn K.vnen Gary Ausfin 11D West +Cataldo 15906 East Sprague , Spakane, WA 99201 Veradale, WA 99037 Melvin Bestide .Fa Cary 15105 East 46 Avenue 504 South Lucille Lane Veradale, WA 99{]37 Spokane, WA 99216 Itemis N+nticed: Spokane County Comprehensiwe F1an, Spokane Caunty Zaning Cade, Spokane County Cade, and County Resolutian Nas. 96-0171 and 96-0294. C. LAND USE ANALY5I5: In cansidenng a rezvne application, Wastungtvn case law generally gravides that (1) there ls no presumptian in favar of the rezvne, (2) the applicant for the rezone rnust prove that cvnditivns have substantially changed in the area since the last zvning af the propetay, and (3) the rezone proposal must bear a substantial relationshap to the public health, safety or weIfare. Parkridee w. Seattle, 98 Wn. 2d 454,462 (1978); Biamson V. Kitsav Count►t, 7$ Wn. App. 840 (1995). Slmilarly, Spokane County Zoning Code 5ection 14.402 (1)(2) indicates that consistency with the Comprehensive P1an, detriment ta the public welfare and changed circumstances arerelevant criteria to consider wtaen a site-specif c re2ane is sought. The prQpased prelirninary plat nnust carnply with the Spokane Counfiy SubdivisiQn C7rdinance and chapter 58.17 RCW. The preliminaay plat and rezvne proposal must be cansistent with the Zoning Cade, the State Envirflnmental Palicy Act, the County's Local Environrriental qrdinance, dnd other applicable lanti use regulations. Conditaans rnay be impased to assure the cansistency af the proposal with applicable regulaticrns. The foliowing findings o#' fact and conclusions are rnade: 1. The Dronosal eenerallv confatrns with the Spokane Countv Generalized Commehensive Plan. A cvunty's cvmprehensive plan proVides guidance ta the heanng body in macing a rezone decisiora. Beleher v. KitsaD Countv, fi(} Wn. APF- 949, 953 (1991). L)eviatian firom a comprehensive plan does nmt neGessan'ly render a rezone illegal, an1y general confarmance is required. Bassani v. Cnuntv Cammissioners. 70 Wn. Apg. 3$9, 396 (1993), r The propasalls desiganated in the Urban category. The Llrlaan category is intended ta prvvide the opportunity for a"citylike" environment, which includes Vatiflus land uses, residential develvpment and a high level of public facilities and urhan sezvices. The proposal vvill be serrred by public sewer and water, alvng with other modem utilities and services. The density of the prapasal is consistent with the CTrban categary. The propasal generally meets the characteristics of "fill-in deveiapmen#" recommenderl hy the Urban eategory, considering its lQCatian adjacen# to vther properties which haue been or are being develaped consistent with their Urban category designation. Tt is alsa noted that the Urban category recommends a variety of densities and residential uses, including a mix of use and densrties. Higher residential densidies axe generally supported along arterials such as Fourth Avenue. The HE Findings, Conclusiflns and Decisivn k'E-1$01-961ZE-34-96 Page 3 ~ propcasal, as canditioned, is consisten# Gvifi.h adjacent deutlopment. I# is lncated Glose to shapping and public transit. 'Yhe proposal alsv impflements the purpose and intent of the LTR-7 zane. 5ee Zvning Code 14.61$.100. a 2. Conditions in the area in which the Dronertv is Ioeated have chaneed substantiallv sirace the nranert;v was last zoned. , In applying the changed circums#ances tesfi, courts have lpvked at avariety of factvrs, including c'ha.nged publac api-nion, changes in land use patterns in the area of the rezone proposal, and changes on the proper4y i#self The 2anitrg Cade ref6rences change in "ecanonnic, technological or land use conditians" as factors that vvill suppart a rezone. Sgokane Cgunty Zoning Cesde Sectivn 14.402.020 (2). Washington courts I have not required a"strong„ sbowing of change. Bassani, at 394. The rule is flexible, and each case is to be judged rrn its own facts. Biamsan, at 394. Recent cases have held that changed ciI rcums#ances are nat required far a rezone if the propased rezone implements policies n#'the Comprehensiue Plan. Biamson, at 846; S aue Clur Rural Environment v. 5noharnish Countv_ 99 V~Tn.2d 363, 374-371 (198 3). As noted above, the praposal clearly implements the Comgrehensive Plan. SeveraP signafcant changes have recently vccurred in the a.rea, including the rezoning and cPevelopment of adjacent Iand £or higher densities, the extension of pub~11c sewer and steady pvpulation gr❑wth in tfie V aI I ey ax°ea. ~ 3. The nronosal bears a suhstantial relaxionshin to the nublic headth, safetv or eenerat welfare. The Dublic use and interest will be served bv annrorral of the nronosed rezone and trrelamrnarv n1at. The nranosal. in accordance wrth RCW 58.17.110, makes apiore,priate nroaision for the vublic health. safetw and eeneral welfare: and for o-oen snaces, nublic roads. water. sewave disnosal. surface water drainaaa. oarks ar►d recreatian, scAoQls and schoQlerounds. nlavp-rounds. puhlic transit. arrd other relevant facts, inGludiniz sidewa['s and other planninia features for students who onl►a walk ta and frQrn school. , GeIleial CoIlS15teF1Gy Wlth a IOCaI P,.,{)VeTC1ri1eI1t'S G41Z1pIEhen5lire p1351 15 YeIeVa'1t EII determining whether a rezone bears a substantial reLatianship to the puhlic welfare. Bassanf, at 396-98. As rnoted previvusly, the progosal generally cnmplies with the Cvmprehensive Plan. Na sigruficaat deficiencies regarding the adequacy of pulalic services were identified during the public hearing process. A conceptual drainage plan £or the prapcrsal has been approved }ay County Engineering, subject to the subrnittal of a final dr~inage plan fQr review and approval by Caurtty Engineering pnior to final plat approv*al. I'ublic transit zs avaiiabPe Qn Fourth AVenue. The applicant will be required to negQtiate and enter intQ avoluntary agreement with the Centcal Valley Schovl Distrect ta mitigate the iranpact of the propol:sal. 'I'he site is lvcated near the playfieIds of Central Valley High School. The cancem expressed by an adjacerit landowner reg_irdirng recent multifamily derrelcap,ment in the area does not apply tca the current proposal. The problerns cited regarding the lack of campliance vvith CounEy regulations and conditions of approval an the development 4f the adjacent Sun Mead4ws property cannQt be attributed to th e current prvpvsal, which invodves a different applicant. The applicant resides adjacent to the site aaid will be highly rnotivated tv ensure that #he proposal is develaped respansibly. The Hearing Exarniner also does nat find a HE Findings, Conclusians and Decision PE-1801-9612E-34-96 Page 4 -r sufficient basis to require the applicant to improve Fourth Avenue west of the site, since a separate parcel is involved. 4. The nranosal izenerallv corn-Dlies with the orovisiQns of the State Environmenta] Policv Act and the Countv's Lacal Environmental [3rtiinance. 1Va cornments were recetved frorn public agencies requiring modification ar wrthdrawal of the IJetermination of Nonsignificance for the propasal. No significant, prvbable adverse enuirormental impacts were identified dunng the enviranrnental reaiew process or at fihe public hearing pn the prapasal The procedural reqrairements of Chapter 43.21C RCW and Chapter 11 10 of the Caunty Cade have been met. 5. The nronosal. as conditiomed, comnlies with the Urhan Residential-7 ([Jk-7) zone, the Snokane CountV Zonin2 Cade and annlicable Iand use reaulations. The praposal has been condi#ioned for campliance with the deVelopment standards of fihe LTR-7 zone, and no deFczencies with such zomng were identified during the pubiic hearfng process. III. DECISIDN Based on the Firtdings and Conclusians above, the prapased preliminary plat and zane reclassification applications are hez-eby appraved, subject to the conditions of the various agencies specified below. Failure to camply with the condrtions of this approval may result in revacativn of this appraval by the Heanng Examiner. This apprvval daes not waive the applicant's vbligation to camply with all other requirements of vther public agencies wifih jurisdiction over land develQprnent. SPOK.4NE COUNTY DIVISION ❑F gUILUTNG ANTI PLANNXNG 1. The proposal shall cornply with the Urban Residential-7 (LTR-7) zcone as amended. 2. T'he fina1 plat shall be designed substantially in confarmance with the preliminary plat of record No increase of density or number of Iots shall occe.u- without a change of conditipn application submittal and approva1. 3. The Divrsion of Building and Planning Uirectmrldesignee shall review any progosed final plat to ensure compliance with these Findings and Conditions of Approval. 4. A fnal plat namelnumber shall be indicated hefore the final plat is filed, sucYi naTnelnumber to be appraved by the Z7arectoddesignee. 5. Apprnpnate road name(s) shall he indicated , HE Findings, Conelusions arad Uecision PE-1801-96IZE-34-96 page 5 - . ~ 6. The preliminary plat is given conditianal approvalor five (S) years, specifcaIly to May 1, 2003. The applieant may request an extension of time by subrnitting a written ,request approxinrzacely farty-five (45) days prior to the aboVe expiration date. 7. Apprvpriate utiliiy easements shall be indicated an copies of the proposed final ptat. Written appravat of utility easements 6y apprapriate utility companies shall be received with the submittal of the finaF pIat. 8 The final plat map shall indicate by a cZear, dashed line the required yard setbacks frQm all private or public reads. The dedication shall cvntain the fvllowing statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted an tl~us final plat. The setbacks indicated on this plat may be varied t°ram if proper zaning approvals are obtained." 9. Three (3) current certificates of title shall be furnished ta the Laivisian of Building and Planning privr to f ling the final plat_ 10. Prior in filing; of all or a portian of t,he final pla#, the applicant's surveyor shall submit one ar mare maps outlined in red of the area being fmaiized The scale shall rnatch the apprapria[e assessor's map scale. 11. A plan far water facilities adeguate for dornestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, DiVisivn af Building and Flannxng and County Health District `1'he agencies wiil certify an the Water Ylari, prior to tkie £Iing af a final plat, #hat the plan is in confvrrnance with their respectiVe needs and regulatians. The Water Plan and certificatron sha]1 be draRed an a transparency suitable for reproductian and be signed by the plat spvnsor. 12- The water purveyvr shall certify that apprapriate contractual atrangernents and schedule of improvernents have been rnade with the plat sponsar for construction of the water system in accordance with the apprflved Water PZan. The time schedute shall pravide far completiQn af the water system an.d inspectian by the appropriate health au#honties prior to application far building permits within the final plat. The arrangements Qr agreernents shall include a provisian holding Spnkane County and the purveyor harmless from claims by any lat purchaser refused a building permat due ta the failure flf the subdiVisian sp4nsor to satisfactvrily complete #he apprcrved water systern. 13. The final plat dedication shall contain the following staternent: "The pubiic wa#er system, pursuant to the VVater Flan approaed by caunty and state health authorities, the lacaY fire prQtectian disfict, Drvision ❑f Building and Planning, and vvater purveyor, shall be installed witYun this subdivision and the applicant shall provide for individual domestic water service as weil as fire pratection to each 14C priar tv sale of each lot and priar to issuance af a building perznit for each lot." 14. Na building pet7nit will tae issued for any lat within the finaP plat until certified by a Washingtgn state-licensed engineer that "the water system has been installed pursuant to the HE Findings, Conclusions and DecisiQn PE-1801-961ZE-34-96 page 6 ~ approved Water Plan for the f nal plat " including a signed license stamp The certifcation may be in the fc,rm of a letter, but is preferred to be certified vn a capy of the Water Plan as a schernatic map shcrwing the "as-built" water system. 15. The plat dedicatian shaII cnntain the aFrallawing statement: "Lot(s) 6, 7, 8, 9, and 10 a...re lvcated vn a temporauy cul de sac. This ternporary cui de sac may be extended to provide access to adjacent property and/ar cortnect to existing roads or new rvads as dedelapment andlar circulation needs dictate." 16. A survey is required priar to the filing of a fnal p1at. 17. Upon fPing the final plat, ar a portian thereof, tr1e ZCJIIe reCia551fiGat1oT1 pf the fii1al pPat 7T'e1 shall be finalized, and the existing zarne classzficativn shali be changed to iJrban FLesidential-7 (UR-7) consystent with the propased zaning approVed with the preliminary plat ar recvrd. 18. Pnar to fima1 plat appraaal, xhe area Qn th,e preliminary plat 1abeled "nvn-buildable area„ shaIl be aggregated into an adjacent t parcet or lot in conforrnance with Spokane Caunty Subdivision reguiatians. SF(]KANE CDUNTY I)MSIViN CDF ENGINEERING AND RC}AY3S 1. That candi#ional apgroval af the plat by the Caunty Engineer is gzven subject to dedication of right-af-way and approval of the raad system as indicated in the preliminary plat of reeord. 2. That plarfs, profiles and cross sectioras as designed to Gounty standards showing praposed street centerline and curb grades be subrnitted to the Caunty Engzneer for aceeptance prior to construction antUor the filarag nf afinal plat; raad p➢ans to be prepared under the directian af a iicensed Professianal GiVil Engineer. 3. That drainage plans and design calculatians shawing the aliga7ment o#' drainage £acilities be submitted to the County Engineer fDr acceptance prior to constructivn andlor the fiting of the final plat. Drainage plans to be prepared under the direction of a licensed Professrvnal Civil Engineer. 4. Cansiruction within the propnsed publie streets and easements sha11 be perfarmed under the direct supervision Df a licensed engineerlsurveyvr, wha sha11 fumish the County Engineer with "As Built" plans and acertificate in wnting that all improVements were installed to the lines and grades shown on the approrred constructian plans and that atP disturbed monuments have been replaced. 5. No constnzction work is to be perfornned within the existirtg or propvsed Public nght-o£ way untiP a permit has been issued by the County Engineer. A1l work is subject to inspection and approval by the Cournty Engineer. 6. A11 construction within the existing or propased Pub1ic right-of way is to be completed prior to filing the finai pIat or a bond in the amount estimated by the County Engineer to caver HE Findings, Conclusions and I]ecision PE-1801-961ZE-34-96 Page 7 L . the cast of cgnstruction of impravements. cvnstruction cclrtification, "t=1s Builfi" plans and monumenting the street centerlines sha11 be filed with the CQUnty Engineer. 7. That apprapriate provision be made that the foilorving described propertty be held in trust until the continuatian of the streets be dedicated or deed4 A 1ft, strip at the ends or edges of ali streets that terminate or barder the plat boundary. (Ternporary cul de sacs are required when streets terrninate at the plat boundaries.) 8. The applicant shauld he advised that individual driveway access permits are required pnor to issuance af a buildir►g permit for driveway approaches ito the County raad systern. 9. Dedication of 2.5 feet of additivnal right-vf-way alang Fourth Avenue. 10. Dedicativn of 38 feet vf right-of way far the intemal public road. 11. Existing Gounty roads providing direct access fo th6 plat shalP be paved andlorr curbed to Sgrakane County standards. ~ ~ 12. That all public rvads vvithin the plat be designed andl constructed to Spakane Cvunty standards. 13. The County Engineer has designated a Lvcal Access Roadway Section £or the improvement of intemal raad which is to be cQnstructed vaiith.in the praposed development. Tliis wi11 require the installation af 3{} feet of asphalt. The construction of curbing and sidewalk is also required. 14. The prapnsed plat shall be improVed to the standards set forth in Spokane County Board of Cornrnissioners Resolution Na. 95-0498, as amended, whieh estahFishes regulations for roads, agproaches, drainage axd fees in new construction. 15. The County Engineer has exaiaxaned this develagment prapasal and has defermined that the impact af this proposal upon the existing County Road Systern warrants the dedication 4f additianal Right of Way artd the roadway irnpravements herein specified. 16. The County Artenial Rvad pla°► identifies Faurkh Auenue as a 70 fvot Gafllector Arterial. The existing right of way width of 50 feet is nat consistent with that specified in the Plan. In vrder ta irnplement the ArteraalRvad Plan it is reeommended that in additiare to the required right of way dedication, a strip of praperty 12.5 in width along the Fflurth Auenue frontage be set aside in reserve. This properky may be acquired by 5pokane CQUnty at the time when Arteraal Improwements are made ta Fourth AVenue. 17. The applican# sheutd be advised that there may exisi utiIities either u~adergrvund or overhead affecting the applicants property, including prop~erty to be dedicated or set aside future acquisition. Spakane County+ wi11 assurne no financial obligation for adjustments or relmcation regarding these utilities. The applicant should check with the applicable utilities and Spvkane County Engineer #D determine whether the applican[ or utility is respvnsible far adjustment or relvcativra cnsts and to make arran;ernents for any necessary wvrk. HE Findings, Cor►clusians and Decision PE-18[]1-96IZE-34-95 Page 8 ,r 19. The applicant shall grant applicable horder easements adjacent to Spakane County Right of Way per Spokane County Standards. The applicant is advised that approval of a design tieviativn is required f4r using easements as aportion of the temporary cul de sac design. SPOKANE COi]NTY REGIONAL HEALTH DISTRI+LT 1. `I`he finaP plat shall be designed as indicated on the prelirninary piat of record andlor any attached sheets as nated. 2. Appropnate utility easements shalt lae indicated on copies of the preliminary ptat of record far dlstribution hy the Ptanning Departmerrt to the utility companies, Spokane County Engineer, and the Spakane Cvunty Health D'astrict. Written approval of the easements by the utility companies shall be receiVed prior ta the submittal of the final plat. 3. Sewage disposal method sha11 he as autharized by the x7irector oflJtilities, Spokane Caunty. 4. Water servace shall be coordinated through the Directar of Utilities, Spokane Caunty. 5. VVater service shal1 be by an existing public water supply when approved by the Regianal Engineer (5pokane), State l7eparkment of Health. 6. Prior tv filing the final plat, the sponsar shal9 demonstrate to tha satisfactiQn of the Spakane County Health I]istrict that an adequate and potable water supply is availa'ble to each lQt of the plat. 7. Pnor to filing the 6na1 plat, the sponsor shall present evidence that the plat lies withan the recflrded service area of the water system praposed to serve the plat. 8. A public sewer system will be rnade available for the plat and indgvidual service will be provided ta each lot prior ta sale. Use of individual on-site sewage disposal systems sha11 not be authorized. 9. Astatement shail be placed in the dedication €o the effect that: "A pUbl1C 5BVV0T' SySteITl Wlll be made available for the plat and indiVidual service will be provided to each lot prior ta sale. Use of individual on-site sewage disposal systerns shall not be autharazed. 10. The dedicatvry language on the plat shall state: "Use of pnvate wells and water systems is prahibited.,, 11. The final plat dedication shall contain the follawing statement: "The puhlic water system, pursuant to the Water Plan apprvved by county and state health autharities, the laca1 fire pratection district, County Suilding and Planning and water pur}reyor, SYlall be 1115talleCI W1tYlII1 this subdivisian and the applicant shall pravide for individual domestic water smice as we1L as fire protectiean ta each lot prior to sale of each lot and pnor to issuance of a building permit fvr each Pot.°" HE Findings, G4nclusivns and Decisiora FE-1801-9612E-34-96 Page 9 z SPOKANE CCIUNTY UIVISY4N OF LTTILITTES ~ 1. The £]edication shall state: The C)wner(s) or Succe isor(s) in interest agree to authcrrize the County to plac+e their name(s) Qn a petition for the formation af a LLID by petitian rrnethvd pursuant to RCW 36.94 which the petition inGludes the Qwner(s) praperty and further not to abject by signing af a pratest petition against the farmation of a UL,ID by resalution method pursuant to RCW 36.94 vvhich includes the Owner(s) praI perty. PROVIDED, ihis condition shall not prahibit the Owner(s) or Successor(s) from ohjectivn to any assessmen#(s) on the property as a result of impravements called for in conjunction with tlie formation af a ULID by either petition or resolution under RCW 36.94. 2. A wet (live) sewer cannectian to the area-wide Pubic Sevver 5ystem is to be constructed. Sewer connectian permit is required. 3. Appiican# is required to sign a Sewer Cannection Agreement prior to issuance of permit to connect. 4. Applicant shall submit expressly to Spakane Caunty Utiii#ies Ueparnxaent "under separate caVer", only thase plan sheets showing sevver plans and specfflcations for : Public Sewer Connectians a7ad Facilities for review and appraval pn'or "to the finalizativn of the praject and or the issuance of perrnit to connect. 5. 5ecurity shall he deposited with the Utilitxes Department for canstruction af. Fublic Sewer Connectians and Facilities pz7ior to the fanaliza#ion of ihe project arzd or the issuance of ihs permit to connect to the Public Sewer System. 6. Any vvater service for this proj ect shaIl be prnvided in accardance with the Coordinated Water System Plars far Spokane County, as arnended. SPQKANE COTTNTY AlR Pi]LLUTXDiv LONTR[]L AUTHORdTY 1. All applicable air poilution regulatians must be rnet CEN'TRAL VAT1LEY SCHOUL 13TS'xRlCT 1. The owner shall negotiate with Central Valley Sclaoal District and submit a recorded copy af a voluntary agreement making prvvisions fvr public schools pnor to finalization and recording af the plat. The agreement shall prnvide a vvriben description af the subject properiy to which the agreement applies and also state the dollar ainflunt and nay other agreed to mitigating measures The ovviaer shall also notify any poten#ia1 purehasers who have made an agreement to purchase property within said plat pursuant to the Revise~ Cade of'v1i'ashington {RCW} 58 17.245, that adequate provisions for schflal facilities rrI ius# lae matie conditianed an a future agreement between the plattQr and the schovl district. Valuntary agreements between the ownex and school district shall canform to the requirements caf RCW Chapter 82.02. HE Findings, Canclusions and Decision PE- Y 80 1 -96lZE-34-96 Page 10 VERA WATER ANi] PC]WER 1. The water distriet will require a water plan and utility easements. _ I7ATED this 21 st day of April, 1997. SP4K.ANE COUNTY HEARING EXAMINER Mich el G. Dempsey, WSBA 98t~p N[JTICE OF FINAL. DECISIUN ANI) NUTI+CE OF RTGHT T[3 APPEAL Pursuant tQ Spakane County Resolutian Nos. 96-0171 and 96-0632, the tiecision ❑f the Hearing Examiner an a cambined preliminary plat application a.nd rezane appYica#ian is fina.l and conclusive unless within ten (10) calendar days fram the Examiner's written decision, a party of record aggrieved by such decision files an appeal with the Svard of County Cornmissioners of Spokane County, Washington. However, RCW 36.70B. 110 (9) prowides tha# admingstrative appeals of county 1and use decisians shall be filed with the baard of county cammissianers within fourteen (14) calendar days of the date of the decisian. This clecision was mailed by eertefied mail to the Applicant an April 21, 1997. DEPEIYT]TNG [lN WHTCH API'EAL PERIQD APYLIES, THE AkPEAL CLi7SING DATE IS EITI3ER MAY 1, 1997 OR MAY 5, 1997. The cornplete recard in this matter, including this decisian, is Qn file during the appeal penod with the [Jffice of the Hearing Examiner, Third Floor, Public VVprks Building, 1026 West Sroadway Avenue, 5pokane, 4Vashington, 99260-0245. "The file rnay be inspected dunng normal warking hours, listed as Mmnday - Friday of eaeh week, except holidays, between the hours of 8:40 a.m. and 4:30 p.m. C4pies of the documents in the record wi11 be made available at the cost se# by Spvkarse County ordinance. HE Findings, Cvnclusions a►ad Decisian PE-1801-95lZE-34-96 Page 11 .r SPCjKANE COUNTY HEARYNG EXAMINER Hearing Procedure Pursuant to Spoka.ne County RescrlutioA Nas. 96-0171, 96-4293 and 96-0294, as may be suppTemented by the Spokane County Code. AII interested persons may attend the public hearing. Written cannments or documents may be submitted at or prior to the hearing, but if at all pvssible should be submitted to the Division of Building and planning prior to the hearing. Timely written rnaterials submitted will be considered by the Hearing Examiner and made a part of the record. Testimany wi11 be arlPvwed on the prvposal and related environmen#al documents and issues. This wi11 be the only npen record hearing allawed vn the applicatian. A,rYy appeal vf the Hearing Examiner's decisivn will be based on the record estabIisbed at this hearing. Appeals must be #aken to the Bvard of Caunty Commissianerrs nf Spakane County for decisions an applications for arezone, or an applicatian for a cotnbined rezone and prelim,ina.ry plat. Appeals must be taken to the superivr caurt for all other applications. Sta#e Enviranmental Policy Act appeals sha11 folIow #he same procedural rvute as xhe underlying activrAS. Tlae fvllvwing proeedural rules have been established to allow a fair and orderly hearing; 1. The Hearing Exanainer may limit t'he time given to speakers far or against a proposal. 2. A speaker representing each side of the issue is encoura,ged. 3. Dpnly specifically releuant testimvny to the prvposal will be aceepted. 4. Cmss-examination may be allawed at #he discretian af the Hearing Examiner. 5. The project fi2e wiPp be adapted hy the Hearing Exanainer as part of ihe record. d. The Hearing Examiner will take notice of Spokane Cvunty's Generalized Comprehensive La.ud Use Plan, Zoning Code, and cflunty eoae. - Inspection af Fve, Ohtaining Capies of Dvcuments: The project file is available for irispectivn in the 5pakane County Di►+isian af Building and Planning, Puhiic Warks Building, 1026 VVest Braadway (NIS- p), Spokane, 'VVA, 99260, between 8 a.m. and 4p.m., Monday through Friday, exeept halidays. 'Fhe Staff' Repvrt of the Divisian will generaliy'be available seven calendar days before the scheduled hearing. Capies af the Staff Report and vther materials will he made available for the cost of reproduction. If you have any questions, please call thhe Divisian af Building and Planning at (509) 456-2205. Additivnal In#'ormativn: The Hearing Examiner will normally recess from 12 noon to 1 p.m. Iterrns nnt heard or campleted before 4 p.m. may he continued to a iater date by ihe Hearing Exaaniner. 4 p.m. is the tentatiwe hearing adjaurnment time. AIl hearings will lae cvnducted in facilities which are accessible to disabled individuals. ~t ~L F PE-180lm96/ZE-34=96-96 t w ~,cnbol - ix ~v" °:StCt r•'G > a r s ~ iL a w . Q r Mw.ll . ^a a S ~RAW€ AV I . 7 s r..~ ~ • . _ r v'.r.aaFr~e•' ' N ° 2 3E2 . . ' VE ' A L E ~ AVE _ a~rG " -i ,q.• r,.~~~ ' - ' ~ • ~L ' .r w+ ~ rn 7W r~c.^-vo.r 3 rTr . M j 'R x f CD ir a 7Tr,~ 7rs. ~ . ~ t^7 ~ :r.:~ : • . ~ L ~ s~ . 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C• ~ ~ ~ ° ? 1 ,IJ~~~~~ 'K ° ' 41 o ~ oc , ' ~J , ,t { 7 ~ a /:•a, ~ l,, ' r ~ • qiT~enac ~24th ' , • ~ ' f i ~ ~i . ~ ,oa ; zk. - P• l . : i 4 ~('l, 2's~- ' , i , ~ r. Wen 6 :aorH•~,N ~ . -~.:6 ~ ~ • IOBI ~ a~~.~~(' f_1~ / .f > ~ 2 / ~ 1 • • 4 ~ ~ \\~~~79/ /~J, i ' • ~i ~ W c ~ f~s,.s- _ 4 • ! \ ~ - ' ~ W . - _v V~ / _ ~ . ^ - 'BM . ~o • /~1 ( ~ ~ ~ , - 0~~3 _ , •~MZ~;~ \ ~.w . ' • . i' A VE. . • ~ ~~7 • • • _ ~ ° i ~ ~ - - ~ 10-30-96 HE Staff Report for PE-1801-96/ZE-34-96 Page 4 r c~ . ~ d ~ ~ o~ oRUaANwr wAa ar ~ ausTIN AommoN PM,M Cr M .,r,Cr MAC.135 OF VERA LurA.m r+ nc NE 114 or scCL U ,21 w R,. c. ~ SPouNC awn rxsricm+ ~ +`~h ~ ~ 1» ~ arC ~__~-i----- i4 i-Y--~-~~.___I t p ~ PCIRTER jg q ADDITIC7N ~ R - _a_____ 0 ~ r ~+uem erc, ~.~-'~nr. ~~w•o- =.~^w--w-~ ~ ~w~~=~~~=_~~`u•' - 3' ~ VK*ffrr uO ~ r~l m J~ d•'~ ' r ~,a..~ i~~ ~ ~tceti.o~ ~ • ~ y s ,~.w., ~ ` I ~ ~ • ! N ' I I I 1 ~ M::.~.`. rF..~~ M r .y,;11.°~.~` _ ___v r C.~..~^~:,~ w.~ . : ~~.,r...•.~..~., L_"u_J L • ~h7~ ~ i ^ ~ ~ w~ ; ~ o.~ -j : Z I f . ~.V, . _ ~ L r i ~ - ~ ~N UCADOWS pu a , a ~ ~ L..~.. . _ o" ~L fY L t' L_ ;L •7 , i ~ ~ ~ .,~~r. s j rA " ` • t r ~ L ~ -Lr _ stL ~ I ~1+1 kn-lii -7 L~~=r ~ ..ea ~c.. , ir L ;i . p , • " r ~ - _ . ~ ia ~ • r YR~IY• ~ ~ ' W ~A1l~s'O ~ ~ i~ ~ ~ L d4 ~ ~v. o.. . ~.r. l.rt DYVTSTON OF B[]ILDING AND FLANNING DEPART1VIENT REPQR"T TU: 5P()KANE Ct]UNTY HEARING EXAMINER FROM: CURRENT FLANNING SECTZVN DATE: C]CTOBEIt 30, I996 SUBJECT: PE-1$01-95; PRELIMINARY PLAT UF A'[]STTN ADDITIQN ANF) ZE-34-96, ZQNE RECLASSIFTCA'I'IUN FRQM iTRBAN RESIDEIVTLAL-3.5 (UR-3.5) TU URSAN RESIDENTIAL-7 (Ukt-7) 1. GENERAL INFGRMATIQN Applicant: Gary Austin 15906 E. Sprague Veradale, WA. 99037 (509) 928-3403 Agent: I7avid Evans & Associates Ron Hand 110 W. Cataldo Spokane, WA. 99201 (509) 327-$697 Contact Planner: SteVe Davenpart, AICP Loeation: Generally located sautlx of and adjacent to 4* Avenue, Approximately 400 feet wesfi of Prvgress Road in #he N-E `/a of Section 23, Tvwnship 25 N., Itange 44 E.W.M. Propasal: Preliminary plat of Austin Addition to subdivrde approximately 4.02 acres intv 15 lots #'ar single farnily residences and a Zvne Reclassificatian fratn Clrbari Residential-3.5 (C1R-3.5) to C3rba.n Residenraal-7 (UR-7). II. SITE 1NFURMATION A. Site Sixe: Approximately 4.02acres 10-30-96 HE 5taff'Report for PE-1841-96IZE-34-95 Page 6 B. Comprehensive Plan 1. Land [Ise Ptan: The prvpasar is located within the llrban categary of the CQmprehensive Plan and within the priariCy Sewer 5ervice Area (PSSA) a.nd the Urban Itnpact Area (UTA). The L]rban categerry is intended to prvvide the opportunity fvr develaprnent of a"city-like" environment including intensive residential deveiopment. [3rrban areas vv°ill have public Wate'P 5y5tiemS, sanitary sewer systems, 5t[3T'CCl SeWEI 5y8teI715, artd vther public services available. The proposed preliminary plat will be served by pubIic water and sewer, axid makes appropriate provisions far other public services a.nd facilities. The Urban cxtegory also prvmotes "£ill-in" developrnent within fihose areas which have public services and facilities available. Residential densities in the Urban category shauPd range between 1 and 17 units per acre. The prvpvsed net density of apprvximately 4.8 dyvelling ur►its per acre for this proposal is within the density range suggested by the Urban category. 2. Arterial Ruad Plan: The Spvkarze Arterial Road Plan zdentif es 4' Avenue as a Callector Asterial with an existing right-of way of 50 feet and a propvsed right-of way of 70 feet. To implement the ptan, the CQUnty - Engineer is requesting ded.icatian of right of way an Valiey Way to proVide adequate access to the propnsed internal public road. 3. Coun#y Parks Plan; Terrace View Park, appraximately 1 mile svuth is the nearest Caunty park facility. Sullivari Park is located appraxunately 1.5 miles to the narth. C. 5i#e C&aracteristics: Tl'ie site is relativeIy flat and has been used #'ar agricultural purposes. Existing farmms are Pocated an the site. E. Zaning Analysis: Proposal: Urban Residential-3.5 (UR-3.5), established in 1991, previvusly classif ed as Agricultural (A) (ZE-60-42). ; Narth: Urban Residential-3,5 (UR-3.5), established in I991, previously classified as Agricultural Suburban (AS) (ZE-23-77). South: Urbaaa Residential-3.5 (UR-3.5), eatablished in 1991, previously classified as Agricultural (A) (ZE-60-42}. 10-30-96 HE S#aff Rep4r# for PE-I $431-96fZE-34-96 Fage 7 ~ ~ Y- E • East: Urban Residential-7 ([7R-7) (ZE-64-42) established in 1991, previousty classified as AgricuPtural (A) (ZE-60-42). West: Urban Residential-12 (UR~ 12), established in 1987, previousiy classified as Agricultural Suburban (AS) (ZE-26A-$7C). VVithin the project vicinity, the zoning is predorriinaritly Urban Residential-3.5 (C.JR-3.5) with sflme Urban Residentiat-7 i(UR-7) zvning and an C7rban Residential- 12 (JR-I2) {ZE-26A-87C} directly west of the proposal. The Llrban Residential-12 (LTR-12) (ZE-26A-87C) zoning west of the proposal was originally approved in 19$7 far a 112 retirement facaiiry. A Change of Canditions request in I995 subsequently revised the propasal to allow a 125 bed skilled care facility rvith 56 u.nits for retirement hausing. Urban Residential-7 (UR-7) zvrung is found east of the site within the Sun Meadows deVelgpment (see PE-1645-91, PUI]E-6-31, ZE-48-91) which consists of 241ots on approximately 4.8 acres, with average 1vt sizes of appraximately 5,000 square feet. F. Laad Use A,nalysis: Site: Vacani, undevetoped. North: Single farmily residences. Sauth: Single family residences. East: Single farrtily residences and vacant. 1West: Assisted living facility. Land use in #he Wicinity of the prapasal generally cansists of single family rresidences on lats ranging frvm 5,400 square feet to several acres in size. An assisted living facility is iocated tivest of and adjacent to the praposal. $usiness uses in the area inciude the Su1livan Raad' and the Sprague AVenue cammercial corridcars which offer a wide variety of set-v ices. G. Circuiatian: The site is adjacent tv 4" A} enue which is designated a,s a Cvtlector Arterial by the Spakane CauntyiA,rterial Road P1an. Burns Road is a propvsed public road serving the interior af the proposal. A temporary cul-de- r ~ 14-30-96 HE Staff Repvrt for PE-Z 801-951ZE-34-95 . Page 8 Nj sac is required at the svuth end of the site until such time as Burns Rvad is extended ta the sauth. H. Design: The preliminary plat design illustrates 15 residential lots ranging from 8,352 to 13,708 square feet in size. The plat design is cvnsistent with the Urban Residential-7 (LJR-7) standards far lat size and frontage. An unhuildable portion of the site will require aggregativn with the adjacent residentiaL Iot priflr to final plat appraval. Prior to plat ~'inalization, alI lots wil1 be reviewed tv assure that zoning standards are met. 1. Density: The net density (excluding raads) is 4.8 dwelling units per acre. The grass density is 3.73 dwelling units per aere. The prvposed density is generally consistent with the variety of densiiies found in the area anri bs within the density range suggested by the Urban category of the Comprehenszve Plan. J. Drainage: AlEhaugh not required, a conceptual drainage glan was submitted with the applicatian. A f nal drainage pian is required. This plari must be reviewed and appraved by the Caunty Engineer pnivr ta developrnent. The propvsal is inside the Aquifer Sensitiue Area, therefare "2I7$" stortn drainage requirements must be met. K. Water Supply; The propasai is within fihe water service area of Vera TrrigatiQn District. The water distriGt has indicated that a water plan and utilaty easerraents will be required prior to plat finalization. L. Sevvage I3ispasal: A public sewer systern will serve the prvposed prelirninary• plat. PZans and specifications are required tv be reviewed and approved by the Spokane Caunty Division of Utilities prior to finalizatiun of the plat. The use of individnal septic tanics and drainfields is prohibited. M. SchDal: The prvpasal is in the Gentral Va11ey School District NQ. 355. The Centrai Va.iley SGhool L}istrict has submitted a letter indicating that schvvls at'e currently vver-crowded. 1'he District suggests that the plat should be aenied unless appraved with a condition that tYsie deveiaper and the District agree to vola.ntary fees. The Dpwisian of Building and Planning has included a cvnditivn of approval requiring the projeet spansor to negotiate avotuntary agreement with the Schoal District to mitigate impacts of fihe developrnent an schvvls. N. Fire Pratectiou: The propvsal is wit'hin Fire District Na. All Fire ]7istrict ' requirements must be met priar ta £inalization of the piat. 0. Cultural Resources, Critical Areas: Nnne have been identified. I0-3 0-96 HE Stafff Repoz-t far PE-1801-961ZE-34-9G Page 9 P. Transit: The project is inside the Spvkane Tr~sit Authority Benefit Area. Transit service is available on 4t` AVenu~, IIY. ENVTRONMENTAL REVIEW: An Envirvnmental Checkiist was submitted by the sponsor and was reviewed by the Divisian of Building and Planning. 7he review considered the specifics of the prQposal, vther available infvrmation, Caunty ardinar►ces, vther regulatiQns and iaws, pvssible standard Canditians of Approval, the Generalized Camprehensive Plan, and ather County policies and gtiidelines. 1"he DiMision of Building and Planning has de#ermined that "Nv prvbable significant ad~verse imgacts" would result from ttie prapvsal being develaped and h~ issued a Deterrnination of Nonsignificance ("DNS"). The "DNS" was carcutated to 14 ather agencies of jurisdiction and other agenciesldepartments affected by the future devilopment fvr review arid camment. Ttie "DNS" camment period ends f3ctaber 28, 1995, and was advertised 15 calendar days before said date in the newspaper, by Tetter to adjacent prc,perty owners within 4{]0 feet of the propasal, and by natice on a sign p asted on the prapvsal sz#e. The Hearing Examiner may consider adtiitivnal environmental related testimony at the public hearing. IV. DIVTSIQN (]F Bi7ILDIIYG AND PLANNING RECUMMENDATIGN The preliminary plat is generally cvnsistent wiah the development standards of the proposed Urban ResidentiaP-7 ([JR-7) zone and is consistent with and implements the Gaals, Objectives and Decisian Guidelines of the Urban, Comprehensive Plan category. The proposal will be serwed by public water, sewer and other public serVaces and facilFties typically assaciated vvith urban areas. The proposed net density of 4.8 units per acre is generalty consistent wnt.h the variety of residential densities in the surrounding area and is within the density range suggested by the I]rban Camprehensiwe Plan category. As cvnditianed, the prelirninary glat rnalces adequate provisions for pufatic services per RCW 58.17.110. The Division of Planning recommends approval of the preTiminary plat and zone reclassification, as conditioned. V. C(l1VI]ITI[]NS OF A,PPRC'1VA.L i. A21 conditions impvsed by the Hearing Examiner shall he hir~ding on the "rAPPlicant", vvhich terms shall include the ~rwner nr r~wners of the prvperty, heirs, assigns and succcssors. 10-30-95 HE StaffRepart fvr PE-1801-9612E-34-95 Page 10 ii. The conditinns of approvai apply to the preliminary subdivisinn of record. DIVTST[]N OF BUILIfTNG E#I~IID FLANNING ' 1. The prapQSal shall comgly with the Llrban Residentiat-7 (LTR-7) zone as atnended. 2. The final pfat shall be designed substantially in canformance with the prelirninary plat vf record. Na increase of density or nu.mber af lats shall accur withaut a change nf cvndition application suhrmittal and approval. 3. `Me girectarldesignee shall review any proposed final plat to ensure compZiance with these Findings and Conditions of Apprvuai. 4. A final glat narne shall be indicated befvre the final plat is filed, such narne to be approved by the Directarldesignee. 5. Appropriate road narne(s) shall be indicated. fr. The preliminary plat is given contiitivnal approval for five (5) years, specif cally ta Nvvember 1, 2001. The applicant may request an extension of time hy submitting a written request apprvximately farty-five (45) days priar ifl the abave expirativn date. 7. Apprapriate utility easements shall be indicated on cvpies of the proposed final plat. Written apprvv'al of utility easements by appropriate utility cflmpanies shall be receiVed wi#h the submitta.I' caf xhe final plat. 8. The final plat map shall indicate Ysy a ciear, dashed line the required yard setbacks from all private or public raads. The dedicatian shall cvntain the following statement: "Sitie yard and rear yard setbacks shall be detentr►ined at the tirrie building permits are requested unless these setbaGks are specifically dra#ted an this final plat. The sethacks ind3cated ora this plat rnay be varied from if proper zoning apprvvals axe vbtained." 9. ' Three (3) current certi#icates af title shall he ftirnished ta the DiVisian vf Building and P1anFiing prior tn filing the final plat. 10-30-96 HE Staff Report far PE-1801-3612E-34-96 Page I T 10. Priur tv filing of a1i ar a portion of the final ple t the applicant's su.rveyvr shall submit one or more maps vutlined in red of the area being fnalized. The scale shall rnatch the appropriate assessvr's map scall . 11. A plan for water facili#ies adequate for domestic service and fire prvtection shall be approved by the water purveyor, appropnate f re protectian district, County DiVision vf Building and Planraing and County I-iealtIn District. The agencies wi11 certify vn the Water Plan, priar to the fiTing gf I a final plat, that the plan is in confarmance with their respective needs and regulatians. The Water Plan and certification shall be drafted on a transparency suitabde for reproduction and be signed by the plat spansor. 12. The water punreyor shall certify that appropriate contractual arrangements and schedule af impravements have been made with the pfat sponsnr for constructian ❑f the water system in accord~.nce with the app~,raved Water PIan. The time schedule shall provide for enmpletion of the water sys#em arrd inspection by the apprvp~ate health authorities priar to applieati~n for building gerfnits vvithin the final plat. The anangemerats or agreements sha11 include a praVision halding Spokane County and the purweyar harmless frolm claims by any lvt purchaser refused abuilding permit due to the failure vf khe subdiVisian sponsar to satisfactorily camplete the appraved water system. 13. The final plat dedicativn shall contairr the fulla wing statement: "The public water system, pursuant to the Watcr Plan approVed by county and state health autharities, the locai fire prvtectionl district, D'rvision af Building and Planning and vva#er purveyor, shall be installed wfthin this suhdivisian and the applicant shall provide for indididual damestic water service as well as fire protection to each lot priar tv sale of each lQt amd priar ta issuance af a buiiding perrnit for each lat." 14. No building permit wilP be issued for any 14t within the final plafi until certified by a Washangton state-licensed engineer that "the wa[er system has laeen insta,lled pursuant to the apgroved Water P1an for the final plat " including a signed license stamp. The certificativn may be in the farm of a letter, but is preferred #o be certified vn a cogy of the VV'ater Plan as a schematic rnap showing the "as-built" waCer system. 15. The plat dedication, shall contain the folPfltiving statement: "Lot(s) 6, 7, 9, and 10 are located vn a temporary cul-de-sac. This terrnparary Gu1-de-sac may he extended to prvvide access to adjacent property andlar connect to existing roads or new roads as develQpment ►ndl4r circulation needs dictate." 1 d-30-95 HE Staff Report for PE-1$[31-96lZE-34-95 Page 12 16. A survey is required prior to the filing Df a final plat. 17. The awner shall negotiate with Central ValPey Schoal Bistrict and submit a recardea copy of a vcsluntary agreeznent malcing prvvisions far public schovls prior to finalization and recording af the pPat. The agreement shall provide a written descriptian of the subjeet praperty to rvhich #he agreement applies and also state ihe dollar amaunt and any other agreed to mitagating measures. ' The owner shall alsv notify any potential purchasers who haVe rraade an agreement to purchase praperty within said plat pursuant to tlie ReVised Code of Washingtan (RCW) 58.17.205, that adequate prcaVisions for school facilities must be made cvndi#ivned on a future agreement between the plattar and schoal district. Voluntary agreements between the owner and schovl district shall cvn#'orrn to the requirements vf RCW Chapter 82.02. 18. I]pvn filing the fnal plat, or a portion therecaf, the zone reclassification of'the final plat area shall be inalized, and the existing zarte ciassif cation shalT be changed to Urban Resadential-7 (UR-7), cvnsis#ent vvith the propased zoning approved with the preliminary plat of recQrd. 19. Privr to ~'inal plat approval, the area on the preliminary plat Iabeled "non-buildable area" shall be aggregated inta an adjacent parcel or lot in canformance with Sgokane County 5uhdivisivn regulations. Attaehed are conditions submitted to this f le froru the following agency: Spvlane County DiVision of Engineering and Roads dated l7ctober 23, 1996 5pokane Gounty Health llistrict dated Dctober 16,1996 Spokane County Air Pollution Control Autharity; dated Dctvber 7,1996 CentraT Valley Schaal District No. 356; dated September 13, 1996 Spokane County Divisivn of Utilities; dated actober 16,1996 Vera Water & Power; dated July IU, 1996 Fire District No. 1; dated Ju1y 24,1996 10-30-96 HE Staff Report for PE- P 8D 1-9 61ZE-34M96 Page.13 QFFrCE DF THE SPOFfANE COUNTY ENGINEER 1026 W Braadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478 ►,ErrGZNEERr s evrrDrTxaxs OF APPRQVALr" PLATs TC7: Spokane County Flanning Degartment FRC]M: Davision af Engineering & Roads RECE11iED DATE: a 12319 5 i SPQKANE CC3UNTY PRC]JECT : Aus tin Add 3 OCT 2 3 1996 FzzE 1801 1 (DRPE-206-96) Hearing/Review Date : 10130/1996 #1 9: (30 j [7{VPSiCN OF gUIL~yING AND P~N+NG Spansor/Applicant: I3avid Evans Assae (Gary Ad.14.tin) Section Townshzp Range: 23-25-49 ' ;Planner: Steve Davenpart DES1gn'RGVJ e5+1 DatE: (J13l]I 25r 1996 @ 2:15) The SpQkane County Engineering Department has;reviewed the above referenced ap~liGatian. The following "Conditions of Appraval" are submitted tv the Spakane County Planning Department fvr inclusian in the "Findings of Fact. Conclusians and QrderlDecision°" shauld the request be appro~red. That condatianal approval of the plat by the County Engineer is given subject to dedication af righC.-of-way and approval Df the raad system as indicated in the pxeliminary plat afjrecord. 2 That glans, profiles and crass sections as desi,gned to County standards showing propcased street centerline and curb grades be submitted to the County Engineer for aclceptance privr to canstruction and/vr the fi1ing vf a final plat; araad plans to be preparea under the direction of a licensed Professianal Civil Engineer. 3 That drainage p],ans and design calculaLons shawing the alignment of ' drainage facilitzes be submitted tQ the lCvunty Engineer far acceptance privr to construction and/ar the filingj of the f ina1 plat. Drainage plans to be prepared under the directivn Qf a licensed Professional Civil Engineer. 4 Canstructian within the groposed publac streets and easements shall be performed under the direct supervisivn of a licensed engineer/surveyvr, who shall furni,sh the County Engineer with "As Buzlt" plans and a certificate in writ ing that all improvements were insta].led to the lines and gracies showri an the appraved construction plans and that aI2 clisturbed mvnuments have been replaced. i 5 No canstructa.on work is to be perfarmed within the existing or propcased Public right-of-way unti.l a pfermit has been issued Yay the County Engineer. All work is subject ito inspectican and apprvval by the County Engineer. CC: Appiicrant ❑avid E+rans & A55aC IGazy Austinl EnqzneerJSurveyor i{ertedl Bell , ~ 10-30-96 HE Staff Report for PE-18[]1-96/ZE-34-96 Page 14 , Page 2 SuZy 25, 1496 DAPE-206-96 6 Al1 constructian within the existing or proposed Public right-af-way is to be completed prior ta filing the final plat or a band a.n the amount estimated }ay the County Engineer to cover the cast of canstruction of imgrovements. cvnstructian certification, Fitis Built" glans and monumenting the street centerlines shall be fsled with the Caunty Engineer. 7 That appropriate pravisian be made that the following described property be held in trust untzl the continuatian of the streets be dedicated or deeded: A 1 ft. strip at the ends vr edges of all streets that terminate ox border the plat boundary. (Temporary cul de sacs are required whera streets terminate at the plat haundaries.) S The applicant should be advised that indzvidual driveway access pernits are reqiaired privr to issuance of a building permit fvr driveway approaches tv the Cvunty road system. 9 Deaicatian of 2.5 feet of additional right-of-way aJ.ong Fdurth Avenue. 10 Dedicatian of 38 feet of right-of--way for the internal public road. 11 Existing Caunty roads praviding direct access ta the plat shall be paved and/or eurbed to Spakane County standards. 12 That aIl pub],ic rvad5 wzthin the plat be designed and construcCed ta Spokane Caunty standards. 13 The County Errgineer has designated aLoca1 Access Roadway Section fvr the impravement of internal road which is ta be constructed raithin th.e proposed deve3oprnent. This will require the installation of 30 feet ❑f asphalt. The canstruction of curbing and sidewalk is alsa req►.tired. 14 The proposed plat shall be impraved ta the standards set forth in Spakane Caunty Bvard of Commzssioners Resolutivn No. 95-0498, as amended, which establishes regu3ations far raads, approaches, drainage and fees in new construction. 15 The County Enga,neer has examined this develapment prapQSal and has tietermined that the impact of this propasal upvn the existing County Roar3 5ystem warrants the dedication of additicanal Right of Way and tne roadway imprQVements herezn specified. 16 The Count,r Arterial Road plan i.dentifies Faurth Avenue as a 70 foot Collector Arterial. The existinq right of way width of 5o feet is nQt consistent with that specified in The Plan. In arder to implement the Arterial Roaei PZan it is recommended that in addita.an to the required right ❑f way dedication, a strip of property 12.5 in width along the Faurth Avenue frontage be set aside in reserve. This groperty may be It acq.tired by Spokane Caurity at the tiine when Arterial improvements are . made to Faurth Avenue. , 10-30-96 HE SC.aff Report far PE-1841-96/ZE-34-96 Page 15 II ' Page 3 - July 25, 2996 tiRPE-245-96 17 The applicant should be advised that there may exist utilities either undergraund or ❑verhead affecting the appl,icants praperty, including property to be dedicated vr set aside future acquisition, Spokane Caunty will assume no financial o~ligation fc~r adjust~nents or relQCatzon regarding these utilities. '~he apg7.acant should check with the applzcab].e utilities and Spokane County Engineer to deteranine whether the applicant or utili.ty is resgansible fvr adjustment ❑r reloeatian costs and ta make arrangerrQenfs far anX T]ECeSSary wvrk. 18 The applicant shall grant applicable borcier easements adjacent tv Spokane Caunty Right of Way per Spokane Caunty Standards. The applicant is advised that agproval of a design deviation is required for using easements as a portion ❑f the temparary cul de sac desagn. 10-30-95 HE Staff Report far PE--1801-96/ZE-34-96 Paze 16 • RECE1VED SPOFCANE COUNTy' SPOKANE CC]UN7'Y HEALTH DISTRICT OCT 2 3 1996 ENVIR(3NMENTAL HEALTH DIVISI(]N inter-off ce Cammunication ]DIvIsiaN aF 8UILDENG aNn PLANNiNG • Br: DATE: Oetober 16, 1996 TO: Steve Davenport, AICP, P1anEier TZ, SpQkane County Divisian of BuiId'ang and Planning F'ROM: DonaPd T. Lynch, EHS Id - EHI), SCHD SUB7ECT: Prvposed PrelFminary P1at Zone Change: PE-Z801-95 and ZE-34-96 (Austin Addition) 1. References: a) Map of subject, scale 1" = 50', by Kerrei D. Bell, dated August 6, 1995, received by this af#ice October 4, 1'99G. b} Recannaissance Gealogic Mat) of the 'dVest Half of the Snokane Quadranale. Washing-ton and Idahv, A1ian B. Griggs, 1956. c) Soil Survev. Snokane Countv. Wasshin+?tan. Soil Conservativn Service, i3.S.L).A., March, 1958. d} Soakane Cauntw. Washineon. Enaineenn2 Intervre#acions. Soil Canseraatian Service, U.S.D.A., August, 1974. e} 5aokane Countv RuZes and Reeuiations for Sewaee Dis7aosal 5vstems, danuary 19, 1995. Spakane County Health I3istrict pracedural implementativn of Section 52 of 5ubstitute House BiIZ 2929 (iZCW 58.I7.110, as aanended)- g} Logs of water wells in Range 44E, Tawnship 25N, Sectivns 14, 22, 23, 24, and 25. h} Map: Greenacres Quadrangle, U.5.G.S_, 1473, and Spokarse N.E., i3.S.G.S., 1973. 2. Fixdings: . a) This project lzes aver the Spakane-Rathdrum Aquifer. , b} 'Ihe prvjec# is within Critical VVater Suppiy 5ervice Area 93 and within the service area of Vera Water and Power. Water supply wilt he a pnhlic system. e} T1ie project is inside the Spokane Coeinty Cdmprehensive Wastewater Maraagement Area, inside the General Sewer Service Area, and inside the Prioraty Sewer Service Area recommended an the '201' Study. The fnethad of sewage disposal is subject to approval of the Directar of Utilities, Spokane County, pursuant tv Cuunty ResoIution SD 0418 adopted Maxch 24, 1980. The topography and soils in the area are generally suitable far use of individual on-site sewa.ge disposal systerns. The lats are not of the groper dimensians tQ perrnit the use of both individual wells and sewage systems. 10-30-96 HE Staff Report for PE-1801-95/ZE-34-96 Page 17 Propased Prelirninary Plat Zflne Cteange: PE-1$01-9b and ZE-34-96 (Austin Additivn) Page 2 d} The prflject Iies in a rePatively flat area east of Adams Raad and south of FQUrth Avenue. Local drainageways aze insigxuficant. e} Sucface soils aze classed by the U.S. 5oi1 Conservativn Service as Garresan Gravelly Lvaan with 0% ta 5% slopes. They have aseptic tanic filter field limitataan of slight. (There is a.lso pDSSihle containination of groundwrater.) This sail wvu.ld be classified as a`I'ype IV. f) Geologically, the sails are GlaciafluviaY deposits. These geatvgical structures generally yield moderate to very large azmounts of water. Data from we11s in the area referenced in sectian Ig shows they are frorn 99' ta 250' deep and have static water 1eveis va.ryang from 77' ta 158' below the surface. The Vera Water and Pvwer has indicated that it can supply dornestic use water for the prvject upan catnptetion of agreements with the propanent. 3. Required {mandatory} Conditivzis Tf Approved: a} The final plat shall be designed as i.ndicated on the greiiminary glat of record a.ndlvr any attached sheets as nated. b} Apprapriate utiiity easements sha11 be indica#ed on cvpies of the preliminary plat of recQrd for distribution by the Planning Department ro the utility companies, Spokane Cau:nty Engineer, and the Spokane Cvunty Health District. Wrii#en apprvval of the easements by the utility companies shall be received privr to the submittal of the f nal giat. c) Sewage disposal method shall be as autharized by the Directar of i3tilities, Spvkane Gvunty. d} Water service shall be caordinated through the Direetor of lltilities, Spokane County. I e} Water sezvice shall be by an existing public water- supply when approved by the RegianaL Engineer (Spokane), State Departrnent of Health. Prior tv filing the final giat, the spvnsor shaTl demonstrate xo the satisfaction o£ the Spakane Counry Healtth Disiriet that an adequate and patable water sugply is availabIe to each lot of the plat. g} Prior Co filang the final plat, t'ie spansar shall present evidence that the plat lies within the recorded service area of the rvater system prvposed to serwe the plat. h) A puialic sewer system will be made available frr the pPat and individua.l service will be provided to each lvt prior to sale. Use of individual an-site sewage d'zspvsal systems shall nvt be autharized. 4. Recamrriended CanditiQns of Approyal: a} A statement shall 6e placed in the dedication to the effect that: "A pubiic sewer system vvill he maae auailabIe for the plat and individual service rvill be prvvided #a each 1at prior to saTe. LTse of individual on-site sewage dispvsal systems shali nat be autharized." _ h} 'Che dedicatory 1anguage an the plat shall state: "Use a`f private we11s arnd water systems is grohibited." 10-30-96 HE StaEf Eteporr_ far PE-1841-96/2E734-9G pap-e 18 PrvpQSed Preliminary Plat Zone Change; PE-1801-96 and ZE-34-96 (Austin Adul LFon) Page 3 c) The final plat dedieatian shall coaatain the following statement: "The public water system, pursuant tv the Water Plan apprvved hy county and state health authorities, the 1oca1 fire pr4tectinn disfict, CQUnty Building and Safety I]epartrnent and water purveyQr, shall be installed within this subdiviszon and the applicartt shall provide for individuai domestiC water service as vvell as fire protectian to each lef priar to sale vf each lat arad privr to issuance af a building permit for each Iat." ~ c: Director of Utilities, Spakane County c: Sgonsar: David Evans and Assaciates Ron Hand 1147 W. Cataldo Spokane, WA 99201 Gary Austin 15906 E. Sprague Veradale, VVA 99037 lausdusc IorIPE-1801-46 & ZE-34-95 Austin Addinanllah 10-30-96 HE 5taff Report for PE-1801-951ZE-34-96 Page 19 4 HECEIVED - SPOKANE CC3llNTY SPOKANE COUNTY 1996 ~CLE:~~~~:~IR ~ AIR POILUTION P~ COiVTROL AUTHORITY aIVisIaN OF s~IL-or~~ ANQ_EL&RNIHG WEST 110 1 CO LLEGE, SLf1TE 493 + SPpICAN E, WA 99201 •(509) 456-4 727 Fax (soa) 4 59-692 8 S'f ❑ate: OCtObel' 7, 1996 ' Tv: Mr. Ste►re Davenpvrt , Spokane Cvunfiy Diwisivn of Building and Planning 1426 W. B raa dway ►qve. ' SpQkaney WA 9726fl j Frarn: fUlr. Charies E. Studer Re: SCAPCA REQUIREMENTS F4R: File No. PE-1801-96 & ZE-34-95 Prvponent: Ron Hand for Gary Aus#in (Austin Additian) (Comments an Deterrnina#ion vf Nonslianificance Issued an 'I D141~~) 7-he Spokane Cpunty Air Potlufion Cantro! Aufihanty (SCAPGA) was formecl urrder the autharity af fhe 1367 Clean Air Act of Nashrngton {RCM That Ac# required counfl+es, like Spokane County, fo a~ctivafe lacat arr ,poPlr.rtiara control agencies Ta meet `he requirements of that Rct, SCAPCA adopfed regulafr'ons to can[rol fhelem►ssror~s of a►r contam►nants frorrr sources wrth►n Spokane Caunty. ~ Oortions Qf Spokane Gaunty faif fo meef federal health standards for p~rticulate emissions {dust and smoke} and car6on -nanoxide. Numeraus strategies have beera rmplemented to ►'esluce arr pe1lufion errarssrons sQ fhat we can rm,proVe a►r quaPrty and -neet health starrdards ' =❑IIOWII7g P5 7 l1Sf Qf CdI7Cef77slt'S5[I@5 fl7c'3f, at a rnrn►mum, need to be addres~eci for prQposed projects. AddrtiorraF comrr+ents may -eserlt aftermare detailed informatron of the projecf is supplied. SCAPCR encourages prapanerats to contae# therr affces at 1107 Nest College, 5pokane, WA 99207 far addrfional informafion The fallawing conditions are relevant to the propvsed praject ' k All air pvi9ution regulatians must be met r Air pollution regu[ations require that dust ernissians during demvlition, cons#ruction and excavataan prajects 6e controlled. Yhis may require the use of water sprays, #aryas, sprinklers ar suspensiorr of GARY AU5T1N (AUSTIN ADITIGN) Qctober 7, 1995 Page I ^1,0--3~.-9:F~,.,~HE 5taff Re art for PF--1801-96 ZF-34-95 P 1 1 Page 20 activ7ty during certain weathef conddtions. Haul raads shvuld be treated and emissions fram the transfer of earthen materiaf must be contralled as WBII EiS emIS51DC15 from all other construction re(ated activities . Fugitive dust emissions must be contrvfled to the point necessary to inhibit migration ar patentiai migration vf dust off-site. * SCAPCA strongly recommends that all traveled surfaces (i.e. ingress, egress, parking areas, access raads) should be paved and kept cIean to minir°nize emissions. Measures must be taken to avvid the depasi#ion of dirt ard rnud from unpaved surfaces anto paved sur#aces lf tracking ar spills occur ❑n paved surfaces, measures must be taken immediately to clean these surfaces SCAPCA Regulation I, ArticPe V1, and SCAPCA Regulatian 11, Article IV, address air pallution emissoon s#andards. Alf emissian standards must be met. ~ ❑ebris generated as a result af this project must be dispased of by ,means other than burning (i.e canstruction waste, vegetative waste e#c demoCEtivn and renovation projects must comply vvith the requirements of CFR 46, Part 61, Subpart llll and SCAPCA Regulativn I, Artic[e IX Intent to ❑ernofth farms are available at the SCAPGA affice. * [3epending upon the type af business established ❑n site, some objec#ioraable advrs may result frarn this project. SCAF'Ca's regulatians state that effective coWvl apparatus and measures musi be used to reduce odors to a minimum ` if the propanent ar anyone else has questiorrs concernong the abave, piease cantack Gharles E Studer (505} 456-4727 ext. 107, April Miiler exf. 105, Qr Kidlee Vigeland ext. 106 a# SCAF'CA's affice durong the hours ❑f 8:00 am & 4:30 pm, Mvnday thraugh Fri&y. ~=ailure to rneet SCaPCA reoulatrons may resuli rn delaqL closure and cfvil andlor crrminal yalTCtJf]nS. CL,EAlV AlR 15 [!P TO aLL vF US ~ CARY AUSTIN {AUST]IV ADQrMN) QCtDbel 7, 1996 Page 2 10-30-96 HE SLaff Repart for f'E-1801-96IZE-34-96 pap ge 21 ~I . CeI1tTalV3llef RFCE1VED ~~~l lkst,ct 356 j•~+~ ~ ~~~y~ ~ NE ~'Ou~Y An EquaE ~ Opprirtunny Ernglayer ~ 7 {East 19307 Cataldv 1996 Grcenacrss. WA 94014 SeptembLr 13, 1776 ' {509) 9'2-6700 ON a~ ~1►~Ir4 ~ ~xNIrG ~a• Y 5teve Davenport Spokane Caunty Planning I]epartment 1026 West Broadvvay ; Spolcane WA 99260 RR PE-1801-96/ZE-34-96 Dear Mr. Davenport: ~ This is in respvnse tv your request for comments regarding PE-180I-96. The development will ° be located in the Spokane Valley and wall produce lots for fifteen (15) new single family hames. The Baard af I]irectors vf Gentral Valley Schoal L7istzxct has adop#ed a resalutian which dnrects the administratian tv take necessary activn to mitigate impacts upon the SchvarDistcict created by hausing deVelQpments. The autharity fvr ihis action is SEFA, RCW 82.02.020 and RCW 5$. 17.110. Under these statute,s, the County, przvr to agpraving a subdivisian, must determine whether adequate prvvisions exist for public schoaP service. 'I'he CentraB Vailey 5chool District has determined thatj added dwellings envisianed by this propvsal wiil adversely impact the District's ability tv grovide adequate student housing. We ask that Spvkane Gounty nvt approVe PE-1801-96 unless the develapez and Cenhal Valley School District agree tv voluntary means of nnitigating its adVerse impact art the Centra,P Valley Schoa1 District. ne School District seeks a fee vr athtr measure which wvuld mitioate the impact by partially funding cvst of space to adequately hvuse students residi.ng in the praposecl new hausing. This determinativn is based an #ne fallvw~ng: 1. The District's elementary schools are vverervvvded. We a.re currently ❑sing portable facilities. We ttave neeed fvr additianal classrnarnj space. 2. Enrvllment projections indicate that the capacity of vur schvvls to hvuse studen#s will cantinue to be exceecied. Enrollment projections I a,re based on a cvhart survival rnodel which predicts future enrollment based an the pa!st three years' enrallment growth by grade ievel. ' ~ { 3. A num6er af hvusing developments have been submitted for preliminazy plat apprvval within the Central Valley 5chovl District. Many f these approved develvpments have not been cvmpieted. Students from 4hese develc7pments wUl contribute tv the vVercrvwding of vur schaols. t 10--30-96 HE Staff Reoart Eor PE-1801-96IZE-34-96 r Page 22 PE-1801-96 Page -2- Segtember 13, 1996 In summary, Gentral Va11ey School llistrict aslcs that Spokane County either deny the presently propvseci PE-18(}1-96, or apprave it with the cvnditian that the developer and Centsal Valley Schvol T]istrict agree tv valuntary fees Qr other means of mitigation. It shonld be noted, hawever, that said fees provide xnsuffieient funding to support schaal constructicrn needs. Thank yvu for requesting aur comments. VVe trust yflu will find these commerats useful zn assessirig the impact of this progcrsal. Sincereiy, ~ Dav~e Tackm Dir Auxiliary Services pe180T.cty 10-30-96 HE 5taff Report far PE-I$01-95A2E-34-96 ~ Page 23 STEVE DAVENFOR7, Spokane Gvunty De,partment af 8uiidfrug and Planning s PreGrninary F rvm: Spokane Caunty LJtiiities 03te: 10196I96 Subsect Gonditinns of Approval ~ Planning Action Number: FE-1801-96 7ype of A'~on_ PSZR Prelim. Plat of Acrstin Addi#ion Applicant: Evans, ❑avid and Assaciates Le9~~ ~er. 1lustin, Gary 110 W. Cataldo Ave. i 15906 E. Sp{ague Ave. 5pokane WA 99201 I Yeradale WA 99037 Sewer Service: SS04 The Dedicaiion shall statel A CoVenant Agreement shalt be signed zbdng: The Dwner(s) or 5uccessor[s] in interest agree to authcsrize the County ta place th*mwne(s) on a pe#iflon for the formatian of a LlL.1D hy petitian metl'sod pursuant to RCW 36~94 ~~e petirtion incfudes the Qwner(s) property and further not to abject by signing of a protestpeNan against the formatian of a U L1D by resoluiion me#harf pursuant to RCW 36.34 which includeslike-Owner(s) property. PROV[C3ED, this condition sha[I ngt prahibit the Owner(s) or 5uccemix(s) frvm objection to any assessrrrent(s) ❑n the property as a result of emprovements ~c.ailed fOrin canjunction with the formation of a L1LID by ei#her pefitian ❑r reso[ution under RCW 3fi.94. 5509 Awet (1ive) sewer connec#ian ta the area-wide Public Sewer Sysbmfs ta be constructed. 5ewer connecfson permit is required. SS11 Applicant is required t4 sign a 5ewer Connection Agreement priorbissuance of permit ta connect 5512 App[icant shall submit expressly to Spakane County U#dEties' Depadamt "under separate cavee', only those plan sheets showing sewer plans and specificatians fbr. :{1phmc 5ewer Conrsectiorss and Facilities (2)Double Plumhing (3) Friaate Sewer 5yst+em Qesigmmrd Cannections (4)Dry Sewer Gonnections for review and appraval prior to the finalization of theililiciec,t and ar the issuance of permit to connecL (j) SS13 Secunty shall be depasited with the Utilities Departmen# for~cons~n of (1)Puhiic Sewer Corsnections and Facilities (2)pvuble Plumbing (3)Priwate SeEm9ystern Des9gn and Cannections (4)Ory Sewer Connections priar to the finaliza#ion of ihe prajedador fhe issuance of the permit ta connect to the Public 5ewer System. ! (1) ' SS20 7he Div"ssian of Lltilities has na comment an the DNS. 10-30-96 HE Staff Rebort for PE-I801-96/21E-34-96 P~Q~ Planning Aciion Number: PE»1801-96 Type nf Actian: PSZR Prelim. Plat of Austin Addi#ian Applicant: Evans, ❑aVid and Associates Lsgaf Owner: Austin, Gary 9 iQ W. Catalda Ave. 15906 E 5prague Rve Spokane WA 99201 Veradale WA 99037 WSCI'1 Any water service for this prvject shaIl be pravaded in accQrdance with the Caordinated Water System Plan far Spakane Caunty, as amended L~ U S ~l~,\ ~ ~ 4 10-34-96 HE 5taff Report far PE-1801-96/LE-34-96 Page ~ j U - 3 -6 W t`.1J 10 _7 Pii Y E Z : , APPLICATIflN ACCEPTANCE AN~ DESIGN RE~EW , SP~]KANE CUU~iTY X]IVTSICIN [lF BC3II.bING AND PX.ANNING Date: L peparcment: r~+ l~i ca,~•,~ ~ Q~w ~ Depattment Contact Person: Steve Davenport ~ Action: Freliminary Plat of Austin Additiun and a 2aree Reclassification from Urban Residential-3.5 [L]R-3 5) ta Urban Residentiatl-7 (UR-7) A,PPLICATION ACCEPrAATCE ANI3 bESIGN REYIEW MEETTNG: ]uIy 25! I996 gt 2:15 P.M. . ~ 1V ate: Thc fallvwing itYformatian is ta pravide the prvpasal spansvr with grimary agency camments tv assist the 5pnnsor and aid the proces5ing of public nearing 'rtetns heard before the Hearing Examiner. The Fallawing informatian daes not provide a compfete or binding finak review o#'the proposal. This wili occur orily afler the propasal is accepted and placed on the Publzc Hearing Agenda. The accemaiiee of the aoDlicaraon and scheduline vfthe anDlication on the pubiic Hearing Agenda is the primazy functian of this meeting A secandazy function of this meetirig is tn provide a preFiminarv review of the annlication. Thas wi11 provide a fonim far the spansar and other departments of what to expect as standard develogment canditians and deslgn reeommendativns. The comments received aze ha5ed on a preliminary review of the appticatian forrn and site plan by the Departments and Agencies which hawe been circuiated the informataon {not aii agenciesldepartments hawe deen cQntacted--only those who have been detem3ines3 to have primary interest. ' 1. a. Daes the applicatifln (or can the developrn~nt) rneet requirernenrs to be placed on the PubIie Hearing Ageada7 ~ YES ~ N[7 i h. If no, what is laclcirig? ' c. Pubizc Hearing Schedule: Hearings befvrq tHe Heazing Examiner are - scheduled upon determinativn that the app~icaEian is cvmplete. Ttems wi11 be scheduled far the ~irst avsitable puhlic heanng. 2. After a preliminatv review e~fthe anaticatinn wi~at "CQndicions of AppraWal" woutd be required of the devetopment? (Atta.ch{conditiuns if necessary} ~ 2~G7~.rL.:- t vQ.`~st l~.rs.~ ~~5•c~-~ 1 i ~ 3 ~ 10-30-96 HE Staff Rebort for PE-1$01-96/Z~-34-96 Page 0°T/26/9B FRI 13:39_,FA-1 509_827 ~ SPOK-A,.vE VALLEY FYRE I}EP' ~ BiTILDING CODES ~UaS ASM& SPOKANE VALLEY FIRE ❑EPARTMENT Spokane County Fire Pratection Distriet Na. 1 10319 EAST SPRAGUE A1arE ■ SPOf{AW E. WA 4+7205-31i76 .O047 M• 1300 • FAX (.yM) 927-2227 R Pol Humphdes ChIBi July 24, 1995 _ steve oavceziport Department of Huilding and Planning }.Oa 6 W. Broadway 5pvkane, WA 99260 RE: Preliminary PIat/Zarte Rec].assxficatifln Austin Addition Dear Mr. Davenpart' The 5po3tane Va11ey Fire pepartment has no objectian tv tlais zone reclasaification. Road access ana tunttaraund met ❑ur standards. Fire hydrant spacing is ewery 600' far single famLily rasidence, sv the hydrant depicted betveen lots 13 & 14 is nat necessary. ?incer Y, l.l ex Fire ]Cnspector 101sa ~ ~ 4 i 12B19S FRY 13-39 F.il 509 927 r SFOfC.AXE VALI.EY~ FYRE DE 1; BGILDING C[?33E5 ~ Oos , SPoKANE VALi.~y FIRYK T1EPARTNIEN°I' p,s per sectian 30.204 of the 199g Vntao~ ~etl~hecrequire~aents for gvllo~aing will be accegtab~.e desi ns all dead-end rvads over 150 feet I.Qng- , A 100' DIAMETER CUL-flE-SAC WITH NQ PARKiNG ALLOWED WITHlN THE 100' DIAMETER. 120' NAMMERHEAD 100' aiAMETER 60" 60' CUL-❑E--SAC 20' T ~ z ~ 3+0 'R - < iQQ' ~a R m c ~ C~~~ ° • G~- ~ CI ~ RY- ~ a,,, m L ~ 7 aC.~►~G ~ ~ ~ LU m ~ ~ y m • ~ ; ~'~:►~v ~ ~ 2 d, 30'R v ~ " a , < ~9 $ ~ ~ V7 03 ACCEP'TABLE ALTERNATIVE'S TO 120' HAZNM€RHEAD ' 3Q'R 60, ~ 30'R ° PC, .Ll 3D'R • . 20' ~ 7Q' j - ~ , ~ • -4 20' 20' ~ - ~ i ❑CTOBER 32, 1993 t o- 3 0- G1(y 9lf(-~ ~ ~ ~ 0 1 ~~C v5~ AOI~I T P=v~'+c~'rt Oau~~ru~- ~"racrn- `1m-v~ ~o I-e-T - S u~ N1 ~aws I~. v. l(of~ pA1aAJ&,xdl- g 6NE"' rN ~ ► ~t~ j~~v~zo/~i~I s-C-kWo,jyj,o ?(-A-j- w1 ~OR-4-« tZOO-io S YsT-,F,-,--, 0 n1 67Nq- Nl ~~u r,~ g ~s r~~~ S!TY A-D W, sp 'o- C. U- l=~T u' ~ ~ sr~ ac~,~-. f s ~3us .7 Suf.xoLJAIa,1( Cj 4AP-WfS lne-OC.1P-~5 /J6EQS A LlC7/`~?~ 70~ S GI? 1,/c/76-, t.t1/f-tT + (E--F-T lP-AJm -Fi)/z-nJ Sv,.J W(`~ K► s f v,0 1---'I4e,2 TD !~u ~i "~/ZT ."/~-/i✓ C6"~D~f~.Ch/s AjdJ THIS- ~~J d~ Th~~ C(~C~Ocs' Sf~ v NFl M6470OW3 f'_ v /9, l s ~6~ ~6k~4Ly A-&d- v-r- fLvvSI,--f h u) A-N rs Fepticz- A--i,d,i ~i Iu L)2fl,-/ 67 1~i~'02t-t y 5 ~~~5 K,evd~ K6Ae,,j PF-evrAt. b,~y 4r11-/ faAr- ,7 J° L6rnl ~o~L~~o,v f5y- i/JD <<c~~' ~ OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478 "ENGINEER'S CONDITIONS OF APPROVAL" PLATS T0: Spokane County Planning Department FROM: Division of Engineering & Roads~jf/ DATE: 10/23/96 PROJECT: Austia Add FILE 1801 / (DRPE-206-96) Hearing/Review Date: 10/30/1996 #1 9:00 Sponsor/Applicant: David Evans & Assoc (Gary Austin) Section Township Range: 23-25-44 Planner: Steve Davenport Design/Review Date: (July 25, 1996 @ 2:15) The Spokane County Engineering Department has reviewed the above referenced • application. The following "Conditions of Approval" are submitted to the Spokane County Planning Department for inclusion in the "Findings of Fact, Conclusions and Order/Decision" should the request be approved. 1 That conditional approval of the plat by the County Engineer is given subject to dedication of right•-of-way and approval of the road system as indicated in the preliminary plat of record. 2 That plans, profiles and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for acceptance prior to construction and/or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3 That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for acceptance prior to construction and/or tlie filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional ` Civil Engineer. 4 Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plaris and that all disturbed monuments have been replaced. 5 No construction work is to be performed within the existing or proposed Public right-of-way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. CC: Applicant David Evans & AssoC (Gary Austin) Engineer/Surveyor Kerrell Bell . ~ Pd Ju 96 DRP -206-96 6 All construction within the existing or proposed Public right-of-way is to be completed prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements. construction certification, "As Built" plans and monumenting the street centerlines shall be filed with the . County Engineer. 7 That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1 ft. strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 8 The 'applicant should be advised that individual driveway access _ permits are required prior to issuance of a building permit for driveway approaches to the County road system. 9 Dedication of 2.5 feet of additional right-of-way along Fourth Avenue. 10 Dedication of 38 feet of right-of-way for the internal public road. 11 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 12 That all public roads within the plat be designed and constructed to Spokane County standards. 13 The County Engineer has designated a Local Access Roadway Section for the improvement of internal road which is to be constructed within the proposed development. This will require the installation of 30 feet of asphalt. The construction of curbing and sidewalk is also required. 14 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 95-0498, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. 15 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. 16 The County Arterial Road plan identifies Fourth Avenue as a 70 foot Collector Arterial. The existing right of way width of 50 feet is not consistent with that specified in The Plan. In order to implement the Arterial Road Plan it is recommended that in addition to the required , right of way dedication, a strip of property 12.5 in width along the Four,th Avenue frontage be set aside in reserve. This property may be acquired by Spokane County at the time when Arterial Improvements are made to Fourth Avenue. Pa Ju 96 DRP -206-96 17 The applicant should be advised that there may exist utilities either underground or overhead affecting the applicants 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 check with the applicable utilities• and Spokane County Engineer to determine whether the applicant or utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. . 18 The applicant shall grant applicable border easements adjacent to Spokane County Right of Way per Spokane County Standards. The applicant is advised that approval of a design deviation is required for using easements as a portion of the temporary cul de sac design. FAX COVER SHEET SPOKANE CO[1NTY FAX #(509) 324-3478 & PI-IGNE #{5Q9} 324-3478 - ENGINEEF[5 3RD FLDOR 1026 W BRDAL7WAY 5PC7KANE, WA 99260 - PHONE #(5a9) 456-3600 nATE: 3 % FAX 7j TO: k'lL e;~"-l caMpaN-Y: ~44 r-t~ - cITY / sTATE: . NUMBER C]F PAGES (Ii4iCL.Ud"3TNG CdVER 514EET): ~ FROI►vI: MESSAGE 1SPECIA.L INSTRUCT'FON: '4~' G► A ~ S. T~ C) A I-1r E o ~ 4~ Cl ~T T Y DEPAATMEh1T OF BUILbTMG AND PLANAIINC • A IDIVTSION DF TT-iE d3L3BLIC WORKS DEPARTMENT ]AmES L MAFd5C]N, C.B Q. l}IRE~i 7R 'I3ENNBS M. SCflTT. PE.. DIRECTDR MEMORANDUM TO: Pat Harper, 5pnkane County 17iwisivn of Engineering Jirn Fted, 5pokane County I7iaisian ofUtilities Steae Ho1derby, Spokane County Health Y7astrict Wyn Birkenthal, Spvkane Cmunty Division vf Paxfcs, Recreatian and Fair R,il],H, e mm ings„5.tor,rn,tivater.-E■7ti-h-tyft Greg Figg, Deparrtment of Transportat'ron Glen Mi1es, Spokane Regionat Transportation CounciT Christine Fueston, Spvkane Transit Autharity Susan WinchelI, Baundary Review Bflard East'Va11ey School District Fire Distriet No. I Vera Water and Power FROM: Tvhn Pedersran, Seniar Flanner T7ATE: 1uly 8, 1996 FtIE: Preliminary Plat of Austin Addition and aZone Reclassif cativn from Urban ResidenxFaL-3.5 (UR-3.5) tv Urban Resadential-7 (UR-7) AFPLICATI+ON ACCEPTANCE AND DESIGN REVIEW MEETTNG JT1LY 25,1996 AT 2:15 P. M. DIVISIC}N OF BiFQLDING AND PLANNIENG 1S' FLOOR C(]~FEAENCE R[3OM P1ease revievv the abave application and use the attached A~PLICATI4N ACCEPTANCE AND DEsrGN REVIEw M~ETING FaRM for yaur camments. Tfze I]ivision of Building and Planning encourages yvur presence at this meeting. The spansar and repres~~tatiue have been invited ta also attend. Tf yau can ncrt attend, please fvrward yaur review comments on the attached fvrm ta Steve Davenport fnr the meeting. The attaChed APPI.ICA7'dON ACCEPTANCF, AND DESIGN REvIEW FORviS vvi11 be given to the spvnsor st the meeting and included in the T]ivasion of Building and Planning fi1e (sv brang three cvpies tv the meeting). Thank.s for your cnoperativn. If you have any questions about tae application, please contact 5teve Davenport caf dhe Division af F uiPding and Pla,runing at 456-2205. c: Darrid Evans and Assvciates, 17 0W. Cataldv, Spokane, WA 99201 Gar}+ Austin, 15906 E. Sprague, Veradale, Vv'a 99037 Al'taChaT3ents: App9ication Acceptance and Design Review Farm, Projact Desigtt, Site Plan 1026 V17Es[' BROACSwAY AVEN[7IE • 5POxANF, WASHIncTGN 99260 BLfILDlIVG PHOiNE (509} 456-3675 • FAX' (504) 456-4703 P.AvNINc PHONE. (509) 456-2205 • FAx. (509} 456-2243 I^r'vs`% ICnn% q^sa ~y r_c r+ . E : r S P Q K R N E U Tf '7' Y IJEPARThCE:VT OF B[JI[.biNG AND PLaddN[FJG ' R'DIVISION OF TIIiE PUBtSC WORSLS DEPARTRGEAI'T 1AafES L. MAiv50N, C.B 0, D[itECTOR DE1vNZS tvi. 5CO["C'. P.E.. D1AECTDf{ IVIENTORANDUM kevr 5j.groPl' r.?r , Aepu.,~`~&°719' I TO: Spokane County Division af EngBneering; Pat Hatper Spokane Caurtty Diaision of LJtilities; ]im Red Spokane Caunty Health L7istrict; Steve Halderby Spokane County Division of Building and Planning, Tcrm D Smrmw-ater V =1 , po ane aunty Air Pailution Cantroi Authoriry Fire Prvtection I]istrict Na. 1 Na. 9 Centrai Valley 5chool F]istrict Na. 355 Mead SchQo1 Districc No. 354 Modern Electric `JVater Comparty Spokane County Water DistriCt No. 3 Vera Water & Power WA State Department of Ecolagy (C]lympia) Spokane County Parks Department; Wyn Birkentha! WA State Department of Transpoctatian Spokane Transit Authority Spokane Regianai Transpartatian Council Spokane Caunty Boundary Review Board WA State Department af Nanura1Resources (Cviville) CEty of Spakanel5pokane County Office nfHistoric Preservation FRDNi: John Pedecson, 5eniar Planner DA7E: October 4, 1996 ~ SUB,IECT: ReView and comments far belaw listed fles for the hearing Qf (]ctober 30, 1996 Please review and returla any cornments far the following files by []Giober 16, 1996. If ymu have any comments regarding roads and circulation in your respanse, please f6rward that response a1sQ tQ the Spokane Caunty EnQineer's [7ffice. Ffease f4rward yvur comments ta the attention of the as5igned planner. I. PE-18a1-961ZE-34-95 Austin Addition UR-3.5 tca UR-7 Sec. 23-25-44 Sponsor: Cxary Austin Assigned Plaruzer: Steve DaVenpart ZE-30-96 Sec.tl?B- 25-44 ~ ~FCCEIVED . Spansar: Latah Creek Investrnznts ei'o Vicky Redlin Assi-ned Plartner: Francine Shaw 0 7 1996 SPOMNf COllHn' EiVGEHEER 1026 4VE5T BROr~DW.aY r1VENZ.FE • 51'S]KANE, 4V,j5fI[;:GTOi+! 99260 , ButLD[NC PHaNE (509) 456-3675 • FAx (509) 456-4703 n-.-,,,r rc;,ini a5h_1705 • Fkx l5M 456-2243 OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478 "ENGINEER'S CONDITIONS OF APPROVAL" DR-PLATS T0: Spokane County Planning Department ' FROM: Division of Engineering & Roads SC,- , DATE: 07/25/96 PROJECT: Austin Add FILE / (DRPE-206-96) Hearing/Review Date: Sponsor/Applicant: David Evans & Assoc (Gary Austin) Section Township Range: 23-25-44 Planner: Steve Davenport Design/Review Date: (July 25, 1996 @ 2•15) The Spokane County Engineering Department has reviewed the above referenced application. The following "Conditions of Approval" are submitted to the Spokane County Planning Department for inclusion in the Design Review Meeting SPECIAL CONDITION: Additional SEPA information is needed in order to review this proposal. A trip distribution analysis shall be submitted and accepted . by the County Engineer prior to this item being placed on an agenda for a public hearing. CC: Applicant David Evans & Assoc (Gary Austin) Enqineer/Surveyor Kerrell Bell FAGE 1 ] 9:26: 5 6 15 JCTL 1996 Road# Road Names.......... MPost. Reference pescriptia Road Log Info.......... 05832 4TH AV (START) 00.000 HAVANA ST & SPQKANE LI 16 PAVED 36 4 TH ATT 00.120 DEAR$QRN RD ( E1VD ) U 16 PAVED 36 00.240 CUSTER RD (END ) U 15 PAVED 14 00.370 CHRON I CLE RD (END } U 16 L I GHT B I TUM . 24 00.470 WARS INS FtE AV (END ) U 16 L I GHT B I TUM . 24 . 00.500 CARNAHP,N RD (EIVD ) LT 15 LIGHT B 3 TUM . 24 00.670 MGKINNON kZ7 {END} LT 16 LIGHT BSTCTM. 24 00.790 KOREN RD (END) U 15 LIGI3T BITLTM. 24 00.880 HOWE ST (END) CT 16 LIGHT SZTUM. 22 01.000 F'ANCHER RL] (END) LT 16 LIGHT BYTLTM. 22 01.250 EASTERN RD U 15 LIGHT BTTL]M. 24 01.450 DAVZD ST (S"I'ART) [J 16 LIGHT aITLIM. 20 01.520 THIERMAN ST U 17 PAVED 20 01.580 ELI ZABETH RI] { START ) C7 17 PAVED 20 01.640 BRATaLEY RD CT 17 PAVED 20 01.780 CdLEMAN RLl CT 17 PAVED 20 01.890 ~IRARn Rn u 17 PAVED 20 4Tx Av (ENn) 02,030 PxRx RD 05834 4Tx Av (sTART) 00.000 sTEEN Rn U GRAvEL 26 4'I'H AV 00.120 FLC]RA RD U 19 GRAVEL 26 00.190 COACH ST (ENI] ) U19 PAVED 40 00.270 ARC ST (START ) [7 19 PAVED 40 4TH AV (ENI]) 00.370 TSCHIRLEY RD U 19 PAVED 40 05835 4 TH ASL (S°I'ART ) 00.000 LaNG RD U 19 PAVED 27 4 TH AV 00. 15 C] MdEN ST (START ) LT 19 PAVED 15 00.240 GREENACRE S RD (S`I'ART LT 19 PAVED 16 00.490 BARI{ER RD U 19 PAVED 16 4 TH AV ( END ) 01.000 HaDGES RLf U 19 L IGHT BI TLTM . 16 06045 4 3'H AV ( S TART ) 00.000 FAkR Ftd U 17 PAVED 20 4 TH P,V 00.230 HERALD RD (END ) LT 17 PAVED 20 00.380 FELTS RD (ENI3) LT 17 PAVED 20 00.630 UNIVERSITY RI3 LT 17 PAVED 20 00.700 VAN MARTER RD { ENLI } LT 17 PAVED 20 DD .$80 PTERCE RD U 17 PAVED 20 4TH AVE 00.980 SKIPWORTH RD (START) LT 17 PAVED 20 4 TH AV 01.140 SQYdDISH RD CT 17 PAVED 20 01.23(] WILBT]R RD {END} U 17 PAVED 20 01.290 Ft7X RD (END ) LT 17 PAVED 20 01.360 CTN I DN RD ( END) U 17 PAVED 20 01.380 []N ION RD { S'I'ART } LT 17 PAVED 20 01.540 WHIFPLE RI3 (START) U 17 PAVED 20 - 01.630 SR 27 (PINES) U 17 PAVED 20 01.740 HC}LTK RI7 (END ) ❑ 17 PAVED 20 01.860 VERCLEFi FtD (END ) ❑ 17 PAVED 20 01.920 LETA RD (END) U 17 PAVED 20 02.150 MCDONALD RL] U 17 PAVED 20 02.400 BLAKE RD U 17 PAVED 40 02.470 LEATHA LN (BTART) II 17 PAVED 40 02. 5 5 Q EVERGR.EEN 1hD U17 PAVED 20 02.780 BC3LIVAR RL] (EIVD) U 17 PAVED 20 02.870 BEST RD (START) LT 17 PAVED 20 02.940 REES CT (START) !3 17 PAVED 20 03.090 WARREN RD (END) LT 17 PAVED 20 03.150 AnAMs RD u17 PAVED 20 03.320 Bi3RNS RD (START ) U17 PAVED 20 03.400 PROGRESS RI) CT 17 PAVED 20 PAGE 2 )9:26.59 is JUL 1996 Raad# Road Names.......... MPost. ReferEnce Descriptio Road Log Infa.......... 03.460 ST CHARLES RD [START u 17 PAVED 20 03.580 NEWER ST (END) U 17 PAVED 20 03.660 SLTLLIVAN RD iJ 19 LIGHT BITi7M. 20 04.030 CANNERY R]] (START) LT 19 L I GHT B I TLTM . 20 4TH AV {ENLl) [}4.150 Cd11TKLIN RI] (START) 05833 4'I'H AV {START} 00.000 ❑ISHMAN-MICA RD U 17 LIGHT BITLTM. 22 4 TH AV { END) 00.240 FARR RD (S TART )&FA II 17 L I GHT B I TLTM . 22 05836 4TH AV EXT t FOiJR LAK 00.000 4 TH AV ( FaL7R LAKES ) R 05 GRAVEL 14 • - 4TH AV (FGLTk LAKES ) 00.100 ELECTRIC AVE 00.170 ELENL?RE RD 4TH AVE EXT 00.380 ORCHARD HEIGHTB RD [ 4TIi AVE EXT (END) 60.440 ENDS AT PRIVATE DRIV 05837 4TH AV (FC7LTR LAKES ) 00.000 S PdKANE ST (FOUR LPK R 09 GRAVEL 14 00.070 CHENEY ST (FQUR LAKE R 09 GRAVEL 12 00.310 4 TH AV EXT (FOL7k LAK R09 GRAVEL 10 ❑0.53D ENLlS AT PRIVA`I'E I3RIV R 09 GRP,VEU 10 ❑ 5 8 38 4 TH AVE (S TART ) ❑0.000 HENRY RLy LT 19 FAVEF] 36 4TH AVE 00.050 BILLY JACK CT (START LT 19 PAVED 36 4 TH AVE { ENL) ] 00.200 ASHTON ST ( START ) U 19 PAVED 36 05839 4TH AVE (MEAD ) (STAR 00.000 FREYA ST (MEAD ) R 09 LI GHT B ITUM . 20 4TH AVE (MEAD) 00.070 MAFIV ST (MEAD) R(39 LIGHT BITUM. 20 00.130 MARI{ET ST R 09 LIGHT BrTCTM. 15 00.250 MYRTLE S'I' (MEAD ) R 09 GRAUEL 30 4 TH AVE (MEAD ) (END) 00.380 RAILRaAD AVE { END} R 09 GRAVEL 30 06266 4TH CT {START} 00.000 WILSON ST T] 19 PAVEn 35 4 TH CT ( END) - 00.040 EAST END C3F R❑AL] U 19 FAVEU 36 05257 4TH CT {STAR'I'} 00.000 WEST ENL] (aF ROAD LT 19 PAVED 35 4TH CT {ENI]} 00.040 SHERIDAN ST (MEAD) U 19 FAVEL7 35 11 Records Fracessed Traffic Caunts Road Name Location.................... Leg Count... ADAMS RD at 32ND AV N 619 ADAMS RD at 2 4 TH AV N 2078 ADANIS RD at 24TH AV S 920 ADAMS RD at 16TH AVE N 02447 ADAMS RD - at 16TH AVE S 3535 ADAMS RD 55 ft N of STH AV N 03011 ADAMS RD 55 ft Nof 8TH AV 5 03729 ADAMS RD 55 ft S of SPRAGUE AV l1T 02553 ADAMS RI) 55 ft S of SPRAGUE AV S 5157 ADAlMS kD at BROADWAY AV N 00397 ADAMS RD at BROADWAY AV S 02429 ADAMS RD (E11TI}) at MISSION AV 11T 00891 ADAMS RD { START } at SR 27 E 50 Traf f ic Counts Road Name Location.................... Leg Count... SPRAGUE AV at FANCHER RD E 21824 SPRAGUE AV at FANCHER RD W 22250 SPRAGUE AV at DOLLAR RD ( E1VD) E 29405 SPRAGUE AV at LfOLLAR RL? (END ) W 33611 SPRAGIIE AV at 'I'HIERMAN ST {END} E 27091 SPRAGUE AV at THYER1y1P,N ST {ENI7} W 34555 SPRAGUE AV at PARK RD E 31843 SPRAGUE AV at PARK RI7 W 30029 SPRAGUE AV at ARGONNE R17 (C3NE WAY SC]iTTH E 2 5 5 3 0 SPRAGUE AV at ARGONNE Ft❑ [ ONE WAY SflUTH W 34623 SPRAGUE AV at DISHMAN-MiCA kD (END) E 27800 SPRAGUE AV at DISHMAN-MIC:A RD (E1VD) W 12904 SPRAGUE AV 105 ft E af FARR RD E 29514 S PR.AGCTE AV 105 f t E rj f FARR RD W 24773 SPRAGUE AV at UNIVEkSITY FtD E 24798 SPRAGUE AV at C7NIVERSZTi1 Ft0 W 233$1 sPRxxcvE AV 205 ft w of sownzsH RD E 31079 SPRAGUE A.V 105 ft W of BaWDISH RD W 26207 SPRAGUE AV at SR-27 (PIIVES ftd) E 26778 SPRAGUE AV at SR-27 (PINES FtD) w 19G12 SPRAGUE AV 105 f t W of MCDONALI7 RU E 20614 SPRAGUE AV 105 £ t W of MCL7ONALd RI] W 21573 SPRAGUE AV at EVERGREEN RD E 1798[] SPRAGUE P,V at EVERGREEN RD W 16982 S PRAGUE AV . at ADAMS RD E 15650 SPRAGUE AV at ADAMS RD W 17355 SPRAGUE AV 105 ft Wof SL7LLIVAN RD E 19850 SPRAGUE AV 105 ft W of SULLIVAN R❑ W 13317 S PRAGIIE AV a t FLORA Rn E 12182 SPRAGUE AV at FLC3RA RD W 12979 SPRAGUE AV 105 ft W of BARKER RD E 02279 SPRAGUE AV 105 f t W af BARKER RD W 02060 SPRAGUE AV (LIBERTY LAKE) at MOLTER RD (LIBERTY LAKE) E 3501 ,SPRAGLTE AV {•L IBERTY LAKE) at MaLTER RD (LTBERTY LAKE ) W 2413 S PRA.GLTE AV (S TART ) a t Hp,VANA ST E 22631 SPRAGUE AUE at VISTA RLy E 39077 SPRAGUE AVE at APPLEWAY AVE E 03550 S PRAGUE AVE (E1VD ) at HENRY RLl W 1705 SPRAGUE AVE (LIBERTY LAKE) at LISERTY LAKE RD E 2908 S PRAGUE RI7 at RR TRACKS E 18 SPRAGUE RT} at WOC}L} RD W 13 , f. . ~ . ~ i S P C] I< A N E . p C LJ N-r Y DEPAHTMENT OF BLPILDFNG AiVl7 PLANIVING • A DIVISIoA7 OF THE T'UBLIC WORitS DEFAATNIENT JAMFS L. MAvsaN, C.B 0, DFrEcroR DENNrs M. 5corr.RE. DIRECroR " MEMaRANpuM T4: uP ,aLgW.x. 5pvl~an, ex*vuntyAWFv-i~i=@ni 10fiE~r~,in'eerffnj .Tim Red' SgOk`dilB C[3L1ntV DIVE$1ClIl af Ut111t1e5 Steve Holderby, Spokane Cnunty Health Uistrict Wyn Birkenthal, Spokane County Division of Parlcs, Recreation and Fair Bill Hernmings, Starmwater i.Itility Greg Figg, Department of Transportativn C',len 1Vliles, Spokane Regicanal Transpartation Cvuncil Christine Fueston,, Spokane Transit Authority , Susan Winchell, Baundary Review Board Ea.st Valley School Dastrict • Fire District No. Y Vera Water and Pa4ver FR[]M: JoFm pederson, Seniar Planner UATE: July 8, 1996 ~RE: Preliminary Plat of Austin Addition and aZane Reclassif cation from Urban Residential-3.5 (UR-3.5) to CJrhan Residential-7 (UR-7) APPLICATIUN ACCEPTANCE AND DESIGNREVIEW NIEETING JULY 25.1996 AT 2:25 P. M. DTVISIUN OF BUILI]ING AND PLANNING 1't FLOUR CUNFERENCE ROQNI Please rewiew the ah❑ue applicativn artd use the attached APPLr~ATIO1v aCCEPTANCE ANa ❑ES[GN REVIEw MEETING FoxM far yaur eorrnments. The Division of Building and Planning encourages yaur presence at this meeting. The sponsor and representative have been invited to alsa attend. If you can nvt attend, piease forward ynur review cQmrnents an the atCached form to Steve Davenport far the meeting. The attached APPLICATIflN ACCEPTANCE A1VD DESIGN REv1Ew FvRMS will be given to the spvnsor at the meeting and included in the I3ivision of Building and Pranning file (so bring three capies to the meeting). Thanks for yaur cooperation. If yau have any questians abaut the applicatian, please contact Steve Davenport af the Divisivn of Building and Planning at 456-2205. c: Davial Evans and Asscciates, 1 10 W. Cataldv, Spvkane, WA 99201 Gary Austin, 15906 E. Sprague, Veradale, Wa 99037 AtkaGhtneTlts: Application Accegiance and Design ReView Form, Froject Design, Site Plan 1026 WEST $ROADW,4Y AVENLIE • 51'[3KANE, WnSHINGTDN 99260 SUILaIIVG Pi-IONE (50) 456-3675 • FAx (509) 956-4703 ~ Pi,ANNilvc PxDNE (509) 456-2205 • FAx [509] 456-2243 mrtir~ 1~nn% ~nh ~~rc Design Revierv for Tuly 25, 1996 at 2:15 p.m. Prelimhmry Plat vf Austin Additivn and aZvne Reclassificatavn frorn Urban kesidential-3.5 (CTR-3.5) tv L]rban Residential-7 (UR-7) ~'renerally located south af ana adj acent to 4`h Avenue, appraximately 400 feet west of Progress Road in the NE 114 af Sectian 23, Township 25 North, Range 44 EVLTM, Spakar►e County, Washington. COMPREHENSZVE FLA1V: Urban and inside the Friority Sewer Service Area (PSSA) FR+DJEC'I' DESCRIPTIaN: Prelirninary plat to subdivide approximately I 3.96 acres into 15 lots fvr single family residences atid a zone reclassifcativn from i]rban Residential-3.5 {UR-3.5} ta Urban Residential-7 (UR-7) PARGEL NUMBERS: 45231.1621; 45231.1622,45231.1623 , STTE SIZE: Apptaximately 3.96 acres i APPLICANT: David Evains and Assaciates, Inc. 110 W. Cataldo Spokane, WA 49201 ' (509) 928-7669 CIWNER: Ciary. Austin 15306 E. Sprague " Veradale, WA 99037 (509) 928-3003 ASSIGNEU PLAIVNER: Steve Davenport SPDKANE CUUNTY HEARING EXAMTNER In #.he Matter Cvneerning PE-1801-96; Preliminary ~ plat and Zone ReclassifiGation, ZE-34-96, fram Urban } NOTTCE GF Residential-3.5 (UR-3.5) to []rban Residentiaf-7 (UR-7) ~ PUBLIG HEATtiNG ) Applicant: Gary Austin } TO: All interested persons, and property owners and taxpayers within 400 feet ofpropasal, as Iisted nn Spokane CQUnty Assessnr's recards. VC]U A1ZE HERE-BY NOTTFIEI7 THAT APUBLIC HEARING WILL BE HELD (]N THE ABf]VE- 1ZEFERENCED LANL} USE AI'PLTCATT(3N, AS SET FC7RTH SELOW: Hearing Uate: C3ctober 30, ] 496 Time: 9:00 a,m. T'1ace: Commissioners Assembly Roorn, Lower Level, SpQkane County T'ublic VVorks IIuilding, 1026 West Liroadway, Spokane, Washington. Proposal: Preliminary plat of Austin Addition and Zone Reclassificatian fram Urban Residential-3.5 ([7R-3.5} to Urban Residenfial-7 (UR-7) ta allow 15 residential lots an four (4) acres. ApplicantlOwner: Gary Austin 15906 E. Sprague Veradale, WA. 99037 (509) 928-3003 Owncr's Designated Contaet: 17avid Evans & Assaciates RQn Hand 1 10 W. Catalda ~ Spokane, WA. 99201 (509) 327-8697 ~ Lncation. Generally 2ocated south ❑f and adjacent to 4`h Avenue, apprvximately 400 feet west of Progress Road in the NE'/a of Section 23, Tawnship 25 N., Range 44 E.W.M. Properky Aclalress: 14922 E. 4"' Avernie. Zorring: i]rban Residential-3.5 (UR-3.5). Comprehcnsive Plan: Urban. Enaironmental 'netermination (SEPA): A Determination of Nansignificance hasbeen issued. The Division of 13uilding and Planning is the lead agency. The official cornment periad ends []ctober 28, 1996. Rclatcel Pcrmits Nnt Incliiclec1 in Application: Not app1icable. 1)ivision of I3iiiirling &Planning St.iff Pers{jn: Steve T3auenport, AICP; Planner 11 509-456-2205 PEm1801,,96/ZE-34wq6m96 _ ~ ~,~,,c+?oo~•~ 1 ¢ r~0 > o 5G~'1 ~ ae . co - - - ~ 3 N H - - 1~ d Z 1N Rt ~ ~ r-J r r~'■~~, ~ r-ji Q S PFtnCI! E AV N ° 2312 a~r ~ ~ ~ , . or":.n.~ VE ALE ~ A`.IE. ~i O. ~T. ~ r ~ 'PA fdG~l1 °1 n ~ a a Sei~ast h i ~ r m ~ . ~e~ 4 T TM P' r~:.+-ncA 3 m ~ ~ ~ ~i~~"~ •M e ~ TM 6~ `:PT7tC~1;:1t6 1 r 6~~;: „ ._._,~j _ ~ ; ~ ' p ~ ~ • . t 0 ~ ~r ,y 't.. .r• r.; • ' • fL ' . , ;~;~ia•.: 1-~ U IGH'rt~ AvE =:.::~.:;~c:c: , , ~ _ ~ . •:••f. T ~?~'..T.T,'~~.p r~~►;T:•'•'~ . . t~- 9TM I il : x 4~ I 5 =31 r: ::~`~'1J5~:;• , ~ ~ . ~ ro-~ . • i!~~~;~ o T~ IirH ~ ri.v~arz~ d T • Z ~ rirx avF.. 12 T H T F T F{ ~ vl ~ r~ ~ fi : F ~u I T t~~ } c W f<l G G w ~13TH T 'HTN _~.i"~,•--_~~ ifrH ~ arE i 3 rew la rry q ~EVEPGil EN , t t a JR Fll •.R ~ - - - - - - - ._s:sa• ; 1X M M AVr= y• saxTEEkrH f tk . T1,4~ - i - ~ IBiw ? , f" . 9{ i ~r - ,.r cn ~ • ~ ~ n E] ~ t~ ~ r ~ 'FulEcErvEo BPOKANE COUNTY AUG 0 7 1996 .r.. r O~eO ei Moo9aI atcr9hc od.vann drm er ucn9a+ aamc cOw~ r-r-------•-----~na~r_~n. s~--------~--i ,gu ~ DevlStOnt OFeWL1)wG avD p~qNNING T--,-.._..i .._.__~~xa~e•_ne~~..._------t > i ~ [ I I~S xi iwsR ~ ~ i sT~i B.~ i . IY I g I *~R. ~ ~~6T]7! 2 6TC ~ 3]] 1 i 7 • 5i ~ ~ gl ~ ~ T ~ ~ ~ ' / q ~ ol ~ I ~ I / a o p • E I ; ezIsr1rcccoe+cx esr+~cwsoacz i ~ , ~ rsraar L ~r sr. ~mo sr ~ ' , ~ , • : - . I I I i rd ~ .~w . : I ~ ae~s. C~ I ~ ~ - I ' i L-----------..eo9_k~ ~ ~ et • iso,.n I ~ ' ~ ~ o R 01 i.cOrw O o~nx~':~na+ I ~ r ~-------7'• ~~y---c rii •r~. ~ IL yyZQ . M j 1_, i263G SEOK j I 6~p~93~ ~ W O ~ - , -o~~,-~ ~ ~ ~ ►-U d 1 exisrc ovwi! i ex~src mrrei _ I e-rsrc mrve iiioamrc oaeei. 0 O i (Zl1 620.=Dw4Y 670AOWAT r~•-•-----•------•-•-•-•- - W a J m m e , N t ul AS-BUILT SITE P! AN ~ P20POSED NEW SITE PLAN 67~1 scx F r- w o eca o r• n.r ! I I OV6TMIC ZOlW ~.i. 24EtN I~QES Oo BQ R. 4 lL 19 I IP~II I 5 mCT.S I I I I I I I wGCI I ~ dLWC N'Qd"T101 ~ I Asca++ or euow co~.mmr »a y hn I I I I I I i~i ~ aaew use"%-, oo"ces I wascsve usw naw ~emi~c ~ ~ ~ ~ ~ = I'_'-•-wo„a•,..-•_ r~xtrwoat.wf,c i ro. ar r,.a:►q tpw2s iswr~ r aiui an~n ~ ~ i v~~ ~.av (_,,'tl PoRcarr o- ove4 Maa r° tatMe utt a cairw ir west iv+srn. ± : ~d 4a0W ,2*mCtiS • (V11AC 1d7-11-960) Section 11.10.230(1) - envhnrnenral cnecicfist Purpose of Checklist: File No. _Z, r- -?41 _,9 r The State Environmental Policy Act (SEPA) Chapter 43.21C RCW, requlres all governmental agencies to consider the environmental impacts ot a proposal betore making decisions. M Environmental Impact Statement (EIS) must be ptepared for all proposals signiflcant adverse impacts on the quality of the environment. The purpose ot this checklist is to provide information to help you and the agency identfy impacts from your proposal (and to reduce or avoid impacts from the proposal, ff tt can be done) and to hetp the agency deade whether an EIS is required. Instructions for Appltcants. This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use lhis checklist to determine whether the environmental impacts of your proposal are signiflcent , requiring preparation of an EIS. Mswer the questions briefly, with lhe most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best ot your knowledge. In most cases , you should be able to answer the questions from your ovm observations or project plans without the need to hire expeAs. It you really do not know the enswer, or if a question does not apply to your proposal, write 'do not knovJ' or'does not apply.' Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about govemmental regutations, such as zoning, shoreline, and landmark destgnations. Mswer lhese questlons H you can. If you have problams, lhe governmentel agencies can assist you. The checkl(st questions epply to all parts ot your proposal, even if you plan to do them over a perlod of ttme or on d(Herence parcals of land. Attach any additional information that will describe your proposal or its environmental eftects. The agency to which you submit thls checklist may ask you to explain your answers or provide additional information reasortably related to datermining if there may be significant adverse impact. Use ot ehecklist for non-project proposals: Complete this checklist tor non•proJect proposals, even though questions may be answered'does not apply.' IN ADDITION, eomplete the SUPPLEMENTAL SHEET FOR NON-PROJECT ACTIONS (PaR D). For non-project actions, the references in the checklist to the words'project"applicant' and'property ot site" shouid be read as "proposal; 'proposer,' and'affected geographlc area ' respectively. A BACKGROUND 1. Name of proposed project, d appticable. Austin Addition, a preliminary plat and zone reclassification for 15 lot9 with UR-7 zonings. 2 Name of Applicant: Gary Austin 3. Address and phone number of applicant or contact person: Gary Austin 15906 East Sprague Veradale, WA 99037 Phone 928-3003 4. Date Checklist Prepared: June 3, 1996 5 Agency requesting checklist: Spokane County Building and Planning Department 6. Proposed timing or schedule (including phasing, if applicabls): Spring 1997 7. a. Do you have any plans (or (uture additions, expanslon, or further activity related to or connected to thfs proposal9 If yes, explain. No. b. Do you own or have optbns on land nearby or adjacent to this proposal? If yes, explaln: Applicant owns 2 lots with existing homes at northeast and northwest corners of project. g List any environmental information you know about that has been prepared, or will be prepared, directly releted to this proposal: None are known. Gv~?Jt2 •C'.eh~ ,I~ ~ 1~- 4~~,~ Q°%le ~ fl Rev. 2/11B8 1 SPt]iUyNE ENVIRDNMEN7AL (]RflINANCE (NAG 197-11-960) Scrctian 11.10.230(1) A BA,CItGRt'7kJiJ(] (tantinued) 9. iDa yau know rhather appfiealfons are pending far ganammenlal eppravals of vther propasals direclly affecting the prapatiy aowered by ycsur praposa! if yes, expfaln 2one Change Appcoval. Spakane Caunty Building and Flannxng Preli.minacy Plat Approval: Spokane County Building and Plannang Sewee Extengi.on: Spokane County Utilities 10 List any govarnment apprwals ar permits tfiat will he needed tor yaur propvsal, d known: i]raznaqt3 P1an. Spokana CounCy Enqineers Road Plans: Spokane Cpunty Enqlneers SEwer P1ang. Spokane Cvunty SICSLStiss ~y s ~ Give a hrief, complate descdption of your prapusal, ineluding the pragesed usas and the size oF the prajact snQ site [Theru are snveral questions later in this chQCkfis! !hat esk yau 1n dascrihv coetafn aspeets of your proposal. You da noY nood trs rsapea4 Ehvsa answers an lhis paga } App]tcanC pcoposes ta changa 3.95 scres of uR-3.5 C❑ UR-7 and a preliminary plat far 15 9in41e £amiiy lots with typically 65 feet of frantage and 8,820 square Eeat o£ araa. 92 tacation af the prapasel Grve sEgnificant informaiian Tcr a persan zo undersland the prsc[se [ocation aP ynur praposed praject, ineluding a street sddress, iT any, and sectivn, lcswnship, and range, if known. Ii a praposal wautd accur over a rrnge of arsa, peovlde the range or bnundaries of the site(s) Pravide a legal dsscription, site plan, vicinity map, and topographle map, It reasonahly avsilable. Whde you should suhmit eny plans requlred 6y the ageney, yau are nat requued to duplEcate maps or detailed plans suhmttted with any paranif appllcatian related to this checldist The pcopasal is located at Fousth Avenue, 392 WasC of Prog[ess in the 5paksne Valley, part of the Vera tcact, Section 23, Range 25, Tawnship 94 East WiZlamette MeridSan, Spokane Ccsurtty, Skata af Wa9h3rsgYOn. 13 C7oes the prQposed aetion lis within the Aquder Sensif+ve Area (A5A)i 7he Geners! 58wer SerVics Area7 The PrEVrify Sewer 5ervice Area (ASA)7 The City af Spvkane? (see Spakana Count)l5 ASA C3verlay Zone Atlas far 6aundanes]: The proposal ls lotated withfn the ASA, the GSA, the @SSA and autslde rs$ the City of Spokane. TO BE GaMRLETED BY_APPLICAMT B EN4'IRONMENTAL EI.EMENTS Edaluatian for Agancy Us$ pnly 1 EARTN a GengraT descriptipn af the si3e {clrcle ona}° flat, rolling, hdly, stpap 5lppes, mvuntainous, Dfher Th$ site 1s gerteta11y E1at, qenCly ra111ng. h What is the steepest slope on the site {appraximale percent slape}7 No more than 2%. c What general types vf sails ara }aund an !ha si[a [i e, clay, snnd, gmvel, pgai, muck]7 IP you know tho ctassification of agnculturaf solis, spsoiTy and nrstrs any prEme Farmlarsd. GgA, Garz#son gravely loam. a gra+oeZy soil khat 1s somerrhat sxcesslvely dralned with rapid ta moderate parmeability. d Are fhere surTacs indicatiorss vr hisiory of unstabPe sails in the immadiate vicinit57 if sa, dBSCfibe` None are known. Rav 2P1d88 ~ . SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11 •960 Section 11.10.230 1 ) S~ B. ENVIRONMENTAL ELEMENTS Evaluation for Agency Use Only e. Describe the purpose, type, and approxlmate quantities ot any filflng or grading proposed. Indicate source of fill Filling and grading for roads, dwellings, uci11t1es and drainage will be confined to the site. t. Could erosion occur as a result of clearing, construction, or use9 If so, generalty describe: A amall amount of windblown etosion could occur during the constructlon phase of the project. g. About what porcent of the site wdl be coverod with impervious surfaces ef►er project construction (for example, asphalt or buildings): No more than 359 of the site will be covered with impervioue surfaces. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A drainage plan will be submitted to Spokane County Engineers Office. 2. AIR a. What type of emissions to the air would result from lhe proposal (such as dust, automobile, odors, industrial, wood smoke) during construction and when the project Is completed? If any, goneral describe and give approximate quantities, if known: Some dust and auto emissions wlll result from construction activities. When completed the project will be single family residential or manuEactured housing. b. Are there any oHsite sources of emissions or odor that may affect your proposal9 If so, generelly dascribe. The proposal is 342' West of Progress Street, a collector arterial, apartment houses are situated to the west, a public school is located to the southwest, and single family residential to the north. A nursinq home/retirement center is also located to the west. c Proposed measures to reduce or control emissions or other impacts to lhe air, ii any: Construction activities will take place only during daylight hours. 3 WATER a. SuAace: (1) Is there any sur/ace water body on or in the immediate vfcin(ty of the site lncluding year round and seasonal streams, salhvater, lakes, ponds, wetlands? If yes, describe type and provide names. If appropriate, state what stream or river it flows into: Shelly Lake is located approximately one mile to the west. No wetlands are on the site per wetlands map/FEMA. (2) Will the project require any work over, in, or adjacent to (w(thln 200 feet) the described waters9 II yes, describe and attach available plans: No. Rev 2/1/88 3 3PaKANE ENVIRONMENTAL L7ROINRNCE (WAC 197-11 -960) 5ectian 11.10230(1) ~J + B ENVIftONAAENTAL ELEMENT$ Evaluatian for Agency Use Oaly (3) Esfimate the amaunt af fll and dredge materIal that would be placed in ar removed [ram the surfaee water or weilands and indicate the area oP the site Shat would be oSocted, lndicata the suurce af fli material None (4) Wdi the praposal roquire surFace water withdrawals ar tiiversfons7 Give n generaP descriptian, purposs, and approximaka quantrties. if knvwn. A draxnaga plan wi11 be 9ukxmitted~o Spokane County $nglneers fot ~b approral. -Z (5) poes the prapossl lie within a 1aD-year fleod piain7 If sa, noka Iceatinn nn the sits p3an No. (8) Does the propasal onvolva an dESCharge of wasle rrsaterials to surface watera7 If so, descnbe the type of waste and antfdpeted volu of disclssrga ~ 'Fhe propasal w111 be servedpublic watee and sewsr ~[1 B Grourad [1] Wdl groundwater be wrthdrawn, or will water ba diseharged to graundwater7 Giva general descnption, purpose, and appraximata quantitfes, d known The p[oposal wi11 be sec+red by gu6lic watee and public sewer. [2] f]ascriba waste matedal that vrill ba discharged into the graund fram septic tanks ar other sanftary waste lreatment faeildy. Oescnbe the gene►al sire of the sysYem, the num6er oF hauses fia be served (if applicahlQ), ur the numtrer of persans the system(s) ara expected to serve None. See above. (3) pescnpe any sysiarns, oiher than those designed for the disposal ot sanilary waste, Installed for the purposa af discharging flufds below the ground surfaee (inctudas systems such as khose for the dispasal af storm watee or drainage Prom floor drains). Oescribe the type of system, the amaunt af material ta he dispased of thraugh the system, and the types af materials likely ta ha dispased aP (including materials which may enter the sysfem inadvertently thraugh spols or es a result nt Firefighting aciivities) A Drainage plan cantaining provisions for a"2f38" drasnage swale wi13 be submitted to the Spokane County Engineers [7fffce for approval. (4) Wil[ any chemicals [espedally organic solvents ar petroleum fuals] ba storad in abova-grnund or underground storage tanks? If so, what types and quantities of matarials vrill be storad7 This praposal is for singY.a family residentiai uses. Staraga af other than household chemicals is not antxcipatacl. 4 Rev 211188 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10 230(t) B. ENVIRONMENTAL ELEMENTS (continued) Evatuation for S~ Agency Use Only (5) What protective measures will be taken to insure that leaks or spills ot any chemicals stored or used on site will not be allowed to percolate to groundwater (lhis includes measures to keep chemicais out of disposal systems descnbed in 3b(2) end 3b(3))T This is a zone ceclassification and Preliminary Plat Proposal for sinqle family residential U909. It is not anticipated that other than household chemicals will be stored on site. c. Water Runoff (inctuding stormwator): (1) Describe tho source of runofl (including stormwater) and method oi coliection and disposa) if any (include quantities, if known). Where will this water flow? Wdl this water flow into other watersT I/ so, describe. A drainage plan containing provisions for "208" swales will be eubmitted to the Spokane County Engineers OfEice for approval. (2) Wdl any chemicals be stored, handled, or usad on the site in a localion where a spill or teak will drain to surface or groundwater or to e stormwater disposal system discharging to surface or groundwater? This is a zone change and Preliminary Plat Proposal for single family uses. It is not anticipated that other than household chemicals will be stored or used on site. (3) Could waste materials enter ground or surface waters? If so, generally describe. Public sewer service is available to the site. d. Proposed measures to reduce or control suriace, ground, and runof( water impacts, if any (if the proposed action lies within the Aquifer Sensitive Area be especiaily clear on explanations relating to facilities concerning Sections 3b(4), 3b(5), and 3c(2) of this checklist): The proposed site will be served by public sewer. A stormwater/ drainage plan with "208" impoundment swales will be submitted for approval by the Spokane County Engineers Office. 4 PLANTS a. Circle type of vegetation found on the slte: x deciduous tree: alder, maple, aspen, other. x evergreen tree: fir, cedar, pino, othor. x shrubs. x grass. Native pasture. crop or grain wet soil plants, cattail, buttercup, bullrush, skink cabbage, other. water plants: water ldly, eelgrass, milfoil, other. other types of vegetation. b What kind and amount of vegetation will be removed or altered: Native grasses, pasture, small trees and lawn areas will be removed to allow for construction of houses and a public road. c. List throatoned or endangered species known to be on or noar the site• None are known. d Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any The site is on the floor of the Spokane Valley surrounded by urban uses. Rov. 2/1188 5 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10 230(1) 59 B. ENVIRONMENTAL ELEMENTS (continued) Evatuation tor Agency Use Only 5. ANIMALS a Circle any birds and anlmals which have been observed on or near the sde or are known to be on or neat the site: . birds. hawk, heron, eagle, songbirds, other• sparrows, robins mammals: deer, bear, etk, beaver, other:. small mammals fish: bass, salmon, trout, herring, shellftsh, other: other: b List any lhreatened or endangered species known to be on or near the site None are known. c. Is the site part of a migration routeT 11 so, exptain: ~ The site is in the Spokane Valley near a school, single family and multi-family residential areas. • ' Vt' d. Proposed measures to preserve or enhance wddli(e, if any: The proposal will be landscaped according to Spokane County zoning regulations. r)• s. ENERGY AND NATURAL RESOURCES a. What kinds of energy (olectric, natural gas, wood stove, solar) will be used to meet the completed projecYs energy needs7 Dascribe whether it wdl be used tor heating, manutacturing, etc. Electrical: Space heating and lighting Natural Gas: Space heating and water heating b. Would your project aftect the potential use of sotar energy by adjacent propeRiesT If so, generally describe: No. This is a single family reeidential/manufactured home proposal, building heights are not expected to exceed one story in height. c. What kinds of energy conservation features are included in the plans of lhis proposa17 Ltst other proposed measures to reduce or control energy impacts, if any. The site will be landscaped. Buildings will be constructed to Spokane County building codes, or applicable manufactured housing standards. , 7• ENVIRONMENTAL HEAL7H a Are there any environmental health hazards, (ncluding exposure to toxic chemicals, risk ot fire and explosion, spill, or hazardous waste, that could occur as a resuit of this proposal? If so, describe. None are anticipated. (1) Describe special emergency services that migfit be required. Proposal will incrementally increase the need for police protection, ambulance service, and fire proportion in the community when build ouc occure. Rev. 211188 6 • r e \ . C)KANE ENVIRQNMENTAL ORDlNANCE (V4AC 197-11-960) Ssction 11.10 230(1) SP r~ g- ENVIR[]MMENTAL ELEMENTS (cnntinued] Evaluaiian far Agemcy Use pnly (2) Praposed measures ta raduca ar control endiraamental health hazards, if any. Incrementa7 tax revenues will be generaCed by the hulld-out oE this proposal.. b. tVaise {i} Whal types af naise axist In lhe area which may aflfect your projsct [far exampfe, traffic, equfpment operatlan, othefT Residential traffic on Fourth Avenue and Pragress Street. (2) What types and levels oF nofse wauId he created by vr assocfated with the praject an a sfrori- tarm or a lang-term hssis (for example tratC~c, canslructfon, operatian, ather). Ind[cata what hours noise would come hom tha site Develapment pha5e oP project will generate same noise duryng dsylight hours. Esna3 use of site wi11 have naise 1evels conforming tq existing residentzal neighborhoed. (3) Propased rneasure ta reduce ar control noisa impact5, if any Construction activities wiil be corofined Ya daylight hours to reduce impaet to adjoining properties. Mufflers wiSl be used on canstruction equipment to reduce noise. 8 LANE AND SHORECINE USE a. What is the current use af the sttg and adjacent praperties7 7he site h a s 2 parns, 2 lots with house to Che north, single £amily residenCial Co the east, nursing homeJretirement center to the west. b Has the site been used for agnvulture7 IF so, describe The site has been in Xecent use as pastvre lared. c Describe any structures on the site, The sS.ee cantaina 2 barna. d Will any structures Ge demohshed7 If so, which7 Yes, xwo barns wi11 be dismantled as lots are mada available, e What are the current zoning Glassifcatians taP fhe sita. UR-3 5 f What is the current camprehensive plan designation of !he siie Urban g If applioa6le, what is the current shvreline master pragram designatian of the site h!]A h Has any part of The srte baen classified as an 'environmentally sensttive• arsa7 16 so, specify. Flo. Pec EEMA maps and Spakarse Caunty E3ata Atlas. 1. Approximately how many peaple wauld reside ar wrork in the camplsted project7 It is estimatesi thaC 95-60 people would reside trr the completed prQject. RBv 211188 ' 7 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) ~ J B. ENVIRONMENTAL ELEMENTS (continued) Evaluation fot Agency Use Only j Approximately how many people would the complete proJect displaceT None k. Proposed measures lo evoid or reduce displacement impacts, if eny None needed. 1. Proposed measures to ensure the proposal is compatible with exlstfng and projected land uses and plans, d any: The area is classified urban in the Spokane County Comprehensive Plan. The proposal is for UR-7 for sinqle family residential lots which implemente the plan. The adjoining uses are residential and nursing home/retirement center. 9. HOUSING a. Approximately how many units would be provided. If eny7 Indlcate whether high-, middle-, or low-income housing. 15 middle income lots will be provided. b. Approximately how many units, if any, would be eliminated7 Indicate whether high-, middle-or low-income housing: None. c Proposed measures to reduce or control housing impacts, if any: Proposal will provlde housing as an infill complementary to surrounding development. 10• AESTHETICS a What is the tallest height of any proposed structure(s), not including antennas7 What is lhe principal extenor building material(s) proposed? Structures will not exceed zoning code limits with one story being typical. Principal exterior material is unknown at this time. b. What views in the immediate viamty would be altered or obstructed? Thi9 is a 4 acre residential site in a mixed use neighbor. No views will be altered or obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: N/A. See above. 11. LIGHT AND GLARE a. What type of Iight or glare will the proposal produce9 What time of day would it mainly xcuR Street lighting and safety lighting will be employed after sunset. b. Could light or glare from the finished product be a safety hazard or interfere with views? Only residential scale lighting will be used. c. What existing oflsite sources of Iight or glare may afiect your proposal? Off-site sources of liqht will be residential in nature. d. Proposal measures to reduce or control light and glare impacts, ii any: None. Lighting will be of residential scale. Rev. 2/1/88 8 r SPOKAHE ENVIRCSNMENTAL QRDINANCE t1NAC 197-11-8503 SectEOn 11.10 230{1} B ENVIR❑NMENTAL ELEMENTS (cvntinued) £valuatfan Far Agency Use Only 12. RECREATIOH a What designated and mformaf recrestional apgartursdies are in the immediale vicimty7 Tettace view caunty park Lo south. b Wou1d the propased projeat displace any existing recreatianal usas7 IF sa, dsscribe No. c Pr9posed measures ta reduce or contrvl fmpacts vn recreativn. ineluding recreaGonal nppartunities ta be pravided by the project or applicant, it any: None 13. HISTaRIC AfVD CULTIJRAL PRESE'RVATIDN a Are there any plaeas or objects 9isted rn or proposed ior national, state, ar laca] preservation registers knawn to be on or neaR to the sda7 If s4, generally dsscribe. None are known 6 Generally dsscnha any landmarks or evidance af histaric archaealagical, scientific, or cultural importanee knawn ta he on ar next to the site None are known per Spokane Covnty data Atlas. c, Praposed measures !o reduce or cantrol impacts, if any. None. 14 TRANSPORTATIQA! a 9dentiiy puhlic streets snd highways serving the site and descriha propased access to the existing street syskem Shaw ansite plans, if any. Fourth Avenue CORilECC9 ta Adams and Evergreen. Progress Street at cannects to Sprague Avenue. b Is site currently served by public transEt7 Ef not, what is the approximate distance to the nearest transitstap7 Public transit is available on Fovcth 5tceet, Progreas Avenue and Adams 5kreet. C. How many parkirg spaces would the completed project have7 How many would the praject eliminaC$7 Na parking space9 wi11 be eltmtnated. Each resltience wlll have off°street parking for two vzhicles. d. Wip the proposal raqu3re any new roads or streets, or improdements fn existing roads ar streets not includirrg driveways7 IF so, generally descrihe (Endieate wFrethsr pu6lic nr private) A pub.lic straet wil.i be extended irrto proposal site to accommodaYe residential Craffic. e, Will the prajec[ use {or nccur in the immadiata vicEnity oo water, s'ail, vr air transportation7 if so, genaraily describe. No. 9 Rew 211188 SFDKANE ENVIRQNMEN7A1, QiipINRNCE (WAC 197-11-960) Sectton 91 10 230(i) B. ENVIRONMENTAL ECEMENTS {continuadJ Evatuation for Agency L35e On Now many vehltular trips per day rvauld he generated by the comple4ed project? If known, indEcate wYsen peak wauld occur Avesage numher of trips i.s estimated to he 150 vahicular trips per day with pea][ hours cartfosming to the residentisl area. ~ g. Prn~sed measures ta reduce ar control transportatiora lmpacts, if any° A public road ;BurnsI w11]. be extended sauth into the prnposal to accammodate resisiential deveYopmenk in the sits, 15 PIJBLIC SEf~VICES a Would iha project result tn an increased need !or public service ([nr exampfe: ~ira prQtection, { ~y pQhce pratectson, health eare, schnnls, other}7 If so, generally descnbe. , A f~ - The proposal when campleted wi11 result in tncremental incceased needs in fire and police prvtaetion and ambulancs services. L~ b. Propased measures ta reduce ur contevl direct impacts on puhlle sarvlees, f( any: The proposal, ++hen built wllZ p[ovide incremental tax increases Co ~ the County. 16 UTILITIES a 'alLcle utIlit @S.stt[[a I avaiEa6le at the site: ~ electric y~, iaturat gas~wate ~refuse ssrvi~ telephane sanitary sewe , eptic system, aYher ~ b. Deserihe the utiliiies that are praposed for the project, the utilify providing tha service and the general construotion actfvitfes on the site ar irr ths immsdiate vieinify wtifeh might dse needesl. Water and Sawer-CI4y of 5poka ne ' Electriaal: Vera gawer and Light Nakural Gas: WwP Phone: U.S. WeaC Water: Vera Ictlgatton Qistrict #15 Sewer: Spokanre County C SIGNATURE I, the undersigned, swear under tha penalty v► peryury that the abvve responses are mada truthfully and to the best of my knrnvledge, i also understand that, should there hy any vnllful misrepresenlatian of Wllful lack of fuil disclosure on my part, the egency may withdraw any determination of nonsignifieance that it might 3ssua in reliance upan fhis checkhs! Oale. June 3, 1896 F'ro e Narne r~t} J'fd'ar,p~ -A~4~stInF Proponsnt Signatur s .~~.~I !~"v1 Rddress' 159€75 East Saraoua CitylStatefZip' Veradala. WA 99f}37 Phone f5091327-8697 Person Completing Fnrm' John Ch Kanan. Oavid Evans and Assotiates. fnt Clate' June 3, 1998 FDR STAFF USE ONLY. ~ 5tafi memk~er(s) revaswFng cheeklist: [ ~ n`q Based on thES sta~f reviowe of the enviran?n~al checkiisi and othee pertinen't,qhPormatian, the stafl. A. 4-LCaneludes that fhare ara no probapls siqnificani adverse impacts and racommands a datQrminatian of rsonslgnificanee. B Cancludes that prabahla signIfitant environmental impacts da exist for ih$ current praposal and recammends a mitigated determinatton aF nonslgnificance wi3h conditisrns. C, _Concludes that there are prohsble significant adverse environms+ntal impacts and recommends determinatlon of signiftcance. Filing Fea $75 00 ftev 211188 1 ~ r PE-LIlVJ.1T LENTEiti F t1SSPLJRT ~&iC, ~ ~ • °J lf' NWI1t7CT. Nsmc Ph!]11C y Addrass ~J Cummenta: ROUTING I3irision of Suildin,. ~ & PIsnninR ~ ❑IYl81011 o a r. & Plannim ~ .,...y? -i. • «-v eck`•~ ~ Addressing F] pdmin_ Eaa'•tpti,t ~ APproach Permit ~ BuiEding'Penmit r Aatrrie! Rd Plen Snfa ~ FfQad Plain Permit ~ Code Infarmsticrn E] Siisding Site Pian lnf9 ~ FublicJt'rivute Rosds ~ Coenmcrcial lteview 1:1 Coat af F.xasip6an ❑ dtes. Bldg Permit Rev. F] Conftrear.e F] Canprdiensivc Plen ~ 5itc fkainsga infss F-I Encrgy coac Inio • ~corw. vse Pemir &bdti s~ Reriew ~ Fire Sal'ety ItaYiew ~ Ncs=nf'vrming LPse ~ i]tility+ Permit F] Menufactured Hama ~ Pertnit Review El Za, aena Reriew ~ Meclisnicel Praxnits 5horelim In!'a F] offier Pamiis ~ Shat Piat [nfo ~ NO FEE REQUl.+RED /T-111 cwt I~►newa ~ Plumhiiag Permits ~ 5uhdrviaian Info ~ Pl1VflTP. R.08d InfO ~ Timp. U'8C PCSS11[t _ ~ RestdCQL19T ReV1EW ~ Variance Appi• ~ APA p8yrtien$ ~ sS7NG FermIIS ~ ZOAC CheCk ~ Cert- QFEXd11pf10i1. ~ lnfOIR1flliQtS Q ZAQQ InfO ~ $LbdIVISI[1R RCYICW [ILm/1StiC[YC[ LITfl ~ . . w . , • ~ ~ T_ O Z= Quingv Rr.ericw _ . ~ . . . . ~ ~VOIEEREQ~I~RM , ~ NaPEERE~U~ ~ ~ , - K+svisww "f"une aut Rcvic+uw ` T'aw ou4 R,eviewcr h'I"une oat ~ ~ ~isu ~ Y - - . . TRANSACTTON NiIMBEFi: T9600428 DATE: 06/04195 APPL3CANT : GAR76 A,IT9'PIN PHDHE= AI]Y]FaESS: 15906 E SPRAGUE AVE VERAL]ALE WA 94037 Cf]N`I`ACT NAME : GARY ALTST IN PI-IOH$= TRANSACTION: PkELIMINARY SHdRT P3,AT SIGAI-OFF^a (ENCzR.~^ te U'[`IL] DOCi]]MEMEAIT FD : 1) 2] 3) 9} 51 6) COHlHEHTS: FOYd PARCEL #45231.1602 FEE & PASCMENT SLTMIARY I'fEM I]ESCRiPT2i]N Q[TANT3TY FEE AMD[TNT PRELIMT3dARY PLAT3 - LONG T 200.00 LAbiD uSE ACTIOId REVw 1 24.00 TOTAL DUE ° 220.00 TDTAL FAID= 220.00 BAZAIVCE DWIAIG= .00 PAYMENT aATE ,RECEIPT# CHECFC# PAYHIEIVT AMDUNT 05J09196 00004912 3763 220.00 PROCE5SEI7 BY; KATHY C[MMIHGS PRTNTED SY; E{ATHY CLiMMINGS THMIC YOU ~~,*+~,ra~~~~~ar~a~~r~r~,~,►*►*~*~~~~~~**~arr~r DAVTI] EVANS AND A55OCIATES, ~ PlhuguSC li 3J= 1996 WESZ 310 CA3RId0 Spoicana, Washinglon 99201 REVElVED rei 5093z7 8697 AUG 1 5 1i[y96 Fax 509 337 7343 ~ 5PC1KANE COUHTi' ENGINEER Mr. 5cats Englehart Sgvkane County Engineers West 1026 Braadway $pokane, WA 99260 Subject: Austin Addition Rezane TraffiG Distributian ' Dear Scott, Pursuant to the "Engineer's Cond'itions of Approval" distributed at the Design Review meecing of 7-25-96 far the Austin Addition, a Trip Distributian Analysis has been develoged. At Mr. Austin's directian we are foi-warding the enclosed Trip Distribution Analysis for your approval. Thank you for your tirne and consideraaion in this matter. Sinezrely, I3AVrn EvANS Aivn AssoCia,TES, INC. Stephen J. 5hrape, P.E. cc; Cary A. Austin GAMCt}Ot71 jlsjsh0813 itr FR - - - 4' SITIpIg p.o = ~cn ~ TRIP DISTRIBUTION ANALYSIS FOR AUSTIN ADDITION Spokane County, Washington Prepared for: Gary A. Austin 15906 East Sprague Veradale, WA 99037 Prepared by: David Evans and Associates, Inc. West 110 Cataldo Spokane, WA 99201 (509) 327-8697 August 13, 1996 - ~ ! nin DAVIi3 EVANS ANl] ASSDCIATES, ~ CEATIFICATION I, the undersigned, arn licensed and autharized to practice GiWil Engineering in the 5tate of VVashington. This trip distriburion analysis af the Austin Addition has been prepared by me ar under rny direct supervision. N j ' WA ~ ~ ~ r 917 ~ s~a~,~ti ~ t ~ exPIraEs 81101y$ ~ Prvject Thas repart has been prepared at the reguest erf Spokane County Engineering to provide estimated vehicular trip distribution data for the proposed Austin Additian. Project I]escr%ption The proposed .Austin Addition is a 15 lot single Earnily residential develvpment situated an 4.02 acres with praposed zoning af LTR 7, the current zaning is L]R-3.5. The project is located in the Spvkane Valley saurh of 4th Avenue, west of PrQgrm 5treet and east of Adams Street in the NE 112 ❑f Seetion 23, Totivnship 25 TV, Range 44 E.,W.M.. Please refer tca Attachment 1- Location 1VIap, and Attachment z- Preliminary 5ite T'lan. 7'rip I)istributian Analysis Trip generation characteristics for single family residential areas was dbtained from ~TEa Trip Gereerdtian Manr.ral, 5th Editzon published by the Institute of Transportatzan Engineers. Photo copies of trip generatian charts related to the proposed develaprnent are provided in Attachment 3, For purposes of this trip distrdbution analysis, the site which is presently vacant, wilt be analya.ed at it's mast intensive use under present zoning of T.7R-3.5 and at it's proposed use with UR-7 zoning. Potential trip generation characteristics of the site as currently zoned are shown in Table ? shown below. Vehiculrxr Trips Per Drty Table 1 Trip Generadon of Site L3nder Existing Zcaning (UR-3.5) Rate PM Peak Trips {11 Weekc3ay AVerage Daily Directianal Units} 'I'rip Ends (ADT fvr 11 Distribution Units) 65°Io In I 35°Io Exit 1.01 Trips per DU 11 Trips During PM 7 4 During PM Peak Peak Hour 50°Ia In ~ SQ% Exit 9.55 Trips per I7Ll 145 Average Daily Trips 53 53 During Weekday ~ Traffic Distributzon nf I'raposed Austin Additiort The praposed Austsn Additian is of smalPer size and higher density than the examples used In the Trip GerterataQn Manual. As a result, the estimated aVerage daily trips (ADT) of 7.75 trips per dwelling has been derived from the attached charts using the adjustment factors develaped 6y the Federal Highway Administration (attached) and grovided on page 256 in the Trip Generation Manual. Applying the Trip Gerrerdtian Manua[ adjustment factor of -1.8 (page 256) to the average rate of 9.55 (page 258) the estimated average vehicular trips per day to be generated 6y a 15 lot subdivisions is 116. The estimated AM peak hour will be 9 vehicles while the PM peak hour vvill be 13 vehicles per hour. The weekend peak hour traffic should be slightly lower. Tahle 2 Trip Generation Potential of Proposed zaning and Preliminary Plat Rate PM Peak Trips With 15 Weekday Average Daily . Directianal Units Trip Ends (AD7 fur 15 T]istributian Units) 64°lo In ~ 36°Io Exit .81 Trips per D[] 13 Trips During PM 8 5 During PM Peak Peak Hour 50°!o In ~ 5L7°la Exit 7.75 Trips per DLJ 116 Average Daily Trips 58 58 During Weekday B-ased on TTE data the prapcased use (15 dvaelling units) generates ttiva nnore PM Peak trips and ten more ADT's than current zoning use (11 units). Cvnclaisivns The praposed Austin Addition would contribute apprvximately 116 ADT's to the lacal street spsrem, less than 5°la of current lacal traffic flow vn Fourth Avenue (2560 September 1995). The praposal would generate approximately 13 PM peak haur trips which would distribute thraugh local streets and arterials with sorne eventual access to I-90 Interchanges at Sprague Avenue, Pines Raad and Sullivan Road. Therefore, hased ❑n the trip generation and trip distribution characteristics ❑f the site as currently zoned, versus the uses and site plan of this praposal, the rexoning does not appreciably iracrease the imgacts ta the loCal transpQrtation system from this site. ATTACHMENT 1 lft NNEN BANNEN ~ A JANNENI> ~ ~ BOLIVAii m eANNEtI ~ ;K o iBEST BEST BEST -Ac • ~ ~ ~ BEST m " REES oiREES BESj ~ BEST • y iREES ,CALVIN Z o CALYIH j CALNIN CAIVIN LN v m~o ~ ~Y~ ~m ~ , I WAAREN • z / r . WARfiEp! WAfiREN ~ s z m < ~ ji = i i►= 1 ° z °z ADAMSm , ~ MAACU ~ ~~vrr MARIGOLO Il-v" N v- Z = 8~~@URNS ~ 3 URNSI Z BURNS, N z P. s= 3 M . N ~ -c PROGRESS ROAD" rT.A aL ESiz A ~j CMARIES = o rn N~ S01AMV n Ao w~ :WERI = { m HdMEp S011,{~q ~:ENTURY o: flE-n m CE 1TURY x ~ N ~ ~C., ~o SULLIVAN ROAD Q IONEERICT a 0 ✓ _ :ALANE s s •`A ~ ~ m ~ 'y (n m MOORE rn h~M ST "'A p o~ CANNERY RO . - - - . . I ATTACHMENT 2 ATrACHMENT 3 ` Single-Family Detached Housing 300 Units) (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday Number of Studies: 348 Average Number of Dwelling Units: 206 ! Directional Distribution: 50% entering, 50% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.55 4.31 - 21.85 3.66 . Data Plot and Equation . a 5,000 (Subset of Data Plotted on Pege 257) 4,000 _ '.---......_...........?k. x x W > a X kJ( ~ F- 3,000_ ••--........~..X ..X.....• :X X X: X X t X X;. ;X x Xx X > X X m • ~ x X : x x : X . . . . . . . : . . . . . . . . . . . XX . . . . .X . . ~ . : . . x. . . . x . 2,000 _ . . . . . . . . . . . . : . . . . ' . Q : ; x > . . X X x . u . . x x , x . x x xx~ x 34 ~x' x ~tcx 1,000 - x ......x.: ~ . • X?C.. . x . . x . . . . : . . . . . . . . . . . . x . . . . ~ x o 0 50 100 150 200 250 300 X= Number of Dwelling Units , X AMUeI Data Polnts Fltted Curve Average Rate Fitted Curve Equatlon: Ln(T) = 0.921 Ln(X) + 2.698 R2 = 0.96 Trip Generafion, January 1991 258 Institute of Transponation Engineers _ Single-Family Detached Housing (210) Average Vehicle Trip Ends vs: Dwetling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, ~ One Hour Between 7 and 9 a.m. Number of Studies: 280 Average Number of Dwelling Units: 210 Directional Distribution: 26% entering. 74% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.74 0.33 - 2.27 0.90 Data Plot and Equation , 3.000 a : • : ~ . . . W 2,000 . 23- x U . . x . ~ . . ~ . . i pl ; x ' ~ . . G1 X Q 1.000 . II : : H • : X ~ ~ . X X . ; x ~ ~ x 0 . , . 0 1000 2000 3000 X= Number of Dwelling Units X Actual Dats Polnts Fltted Curve Average Rete Fltted Curve Equatlon: Ln('T) = 0.867 Lrt(X) + 0.398 R2 = 0.89 Tryp Generation, January 1991 259 Institute of Transportation Engineers r Single-Family Detached Housing 300 Units) ~ (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 301 Average Number of Dwelling Units: 222 Directional Distribution: 64% entering, 36% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 1.01 0.42 - 2.98 1.05 - Data Plot and Equation soo (Subset of Date P/otted on Page 267) X : x : 400 _ .X..... X x X : X N . . . . . ~p . . . . . W X X x X . x • x)K . , . . : E- 300 - x;.....x x . . , : , X, m X ; :X , X a) • : : X X > X w X X ~ . kX X ~ 200 _ x........X...;...x.......X X....x. ~C............ ~ ~ XX X • • j x: ,-X : x ~XX : Q 'XX xX : Xx x~, x X X, x ~ X x : x ; X x X . X . 100 - ••-•-......~:..X.... ..~x..X •X••• ............•••••-...x....... ~X x>~< X : X • : . ~ X X : X X O ~ . . . . . 0 50 100 150 200 250 300 . + X= Number of Dwelling Units X Actual Data Polnts Fitted Curve Averege Rete Fltted Curve Equatlon: Ln(T) = 0.902 Ln(X) + 0.528 R2 - 0.92 ~ Trip Generation, January 1991 262 Institute of Transportation Engineers ~ Single-family detached units have the highest trip generation rate per dwelling unit of all residential uses because they are the largest units in size and have more residents and ; more vehicles per unit than other residential land uses; they are generally located further . away from shopping centers, employment areas, and other trip attractors than are other residential land uses; and they have fewer altemate modes of transportation available 4 because they are not as concentrated as other residential land uses. A study performed for the Federal Highway Administration' developed adjustment factors for average weekday vehicle trip rates for residential land uses and their associated demographic characteristics. These characteristics included household size, vehicle ~ownership, and dwelling density. The adjustment factors shown below are to be added ~ i to or subtracted from the average weekday trip generation rates, using dwelling units as ! the independent variable. Any combination of adjustment factors may be applied to the , trip generation rate. However, if residential characteristics are not available, then the . average rate or equation would be utilized. Peak hour trip generation rates can be ~adjusted by the ratio of the average weekday adjusted trip rate to the average weekday ~ trip rate. ~ ~ , Characteristic: Househo/d Size Ad,jusimeni Factor2 • 1-2 -3.4 , ' 2-3 -1.8 ' >3 0.0 Characterfsi/c: Vehicles Owned Adjustment Fectoi4 ~ 0-1 -1.5 ' d 1-2 0.0 ~ >2 +2.9 ~ Characteristic: Density (D. U. per Acre) Adjusiment FactorO ' 0-3 0.0 ; 3-5 0.0 ~ >5 -0.1 r ; Source Numbers ~ ~ 1, 4, 5, 6, 7, 8, 11, 12, 13, 14, 16, 19, 20, 21, 26, 34, 35, 36, 38, 40, 71, 72, 84, 91, 98,100, 105, ~ 108, 110, 114, 117, 119, 157, 167, 177, 187, 192, 207, 211, 246, 275, 283, 293, 300, 319, 320 ~ i e 4 9 ~ f 'U.S. Department of Transportation, Federal Highway Administration. Developmeni and ~ Application of Trip Generation Rates. Kellerco, January 1985. 2Adjustment factor to be added to (or subtracted from) the average weekday vehicle trip E, , generation rate per dwelling unit. ~ i ~ 1 i ' j i ~ Trip Generation, January 1991 256 Institute of Transportation Engineers - - - , ~1 a' L]AV'ID EVANS ANI3 ASSQCIATES, ~ June 19, 1996 wesr s=n ca:ezaa Spakune, Washengeon 99201 re.t sc's 327 8697 Mr. Pat T--iarper,l'.E. 5pokai]e Caunty Engineers Fax 509 327 7345 West 1026 Sroadway ' Spokane, WA 99260-E3170 Subject: Traffic Evaluation, Austin Addition, 4th and Surns Dear Pat, The grelirninary plat ffor the above referenced project provides 1S new single family lots on the f1oas of the Spokane Valley an the south sade of 4th Avenue between Progress Road aud Adams Road. Recent activities in the area include the 5un Meadaws PUD o£ 24 lQts cast of the prvposed Austin Additaan and constnaction of a retirernent/nursing hoxne west of Austin Addition. Qther uses arienced tovvard 4tla Avenue includes the 241ot plat of Porter Additirrn using Burns Raad for access. T,he prelnrragnary plat of Austin Add.ition will access 4th Avenue at Burns RQad. This infill praject wiI1 feature a6SQ foat long culdesac street serving sitrgle family lots with rypically 65 feet of frontage and 8,800 square feet area. The lots will be accupied hy eicher single faanily or manufactured hames. Because of xhe smaYler size of the intended hvusing and a density of approxxmately five umts per acre, the average week day vehicle trip ends are projected at eight erips per dwelling ar 120 trips far the project. Average weekday vehicle trips ore 4th Avenue east of Adams Road are 2,550 (5epterrtber 1995) so the Austzn Addition plat wauld cvntribute less than 5% craffic to the irnanediate local street syscem. The trip generation for P.M. peak hour (4:00 pcn ta 6:04 pm) is projected at 0.91 per dwelling or 13.65 prn peak trips. Distributican of trips is anticipated as 20°la southwest, ld°lo southeast, 30% northwest, and 40°Io northeast. T'hexefvre, the project wauld grovide faur additianak trips at Sprague and Adasns, four additivnal trips at Sprague and Progress, and twea trips at Sullivan and 4th Avenue during the P.M. peak htrur. The irnpact of Austin Additian vn I-90 at Sullivan F.oad and at Pines Road is nQt significaut. Infvrmation provided tvas extrapQlated grom Trip Generatiorz, Fifch Edition, Institute of Transportation Engineers and Spokane County Engineers Traffic Cvunt Database. Sincerely, DA IR EVANS ANU ASSC7GIA''d"ES, IRIC. John D. KQnen Development Gonsultant GAMCOOt] 1 K1a0 K00698 Iv OSITIAIR 's' ~ ~cn DAVID EVANS AND ASSOCIATES, ~ June 14, 1996 wcst »o Catnldo Spokane. Washington ggzoi Tel 509.327.8697 Mr. Pat Harper, P.E. Spokane County Engineers Fax: 509 327 7345 West 1026 Broadway Spokane, WA 99260-0170 Subject: Traffic Evaluation, Austin Addition, 4th and Burns Dear Pat, The preliminary plat £or the above referenced project provides 15 new single family lots on the floor of the Spokane Valley on the south side of 4th Avenue between Progress Road and Adams Road. Recent activities in the area include the Sun Meadows PUD of 241ots easc of the proposed Austin Addition and construction of a retirementlnursing home west of Austin Addition. Other uses oriented toward 4th Avenue includes the ZO lot plat of Porter Addition using Burns Road for access. The preliminary plat oE Austin Addition will access 4th Avenue at Burns Road. This infill project will feature a 610 foot long culdesac street serving single family lots with typically 65 feet of frontage and 8,800 square feet area. The lots will be occupied by either single family or manufactured homes. Because of the smaller size of the intended housing and a densiry of approximately five units per acre, the average week day vehicle trip ends are projected at eight trips per dwelling or 120 trips for the project. Average weekday vehicle trips on 4th Avenue east of Adams Road are 2,560 (5eptember 1995) so the Austin Addition plac would contribute less than 5% traffic to the immediate local street system. The trip generation for P.M. peak hour (4:00 pm to 6:00 pm) is projected at 0.91 per dwelling or 13.65 pm peak trips. Distribution of trips is anticipated as 20% southwest, 10% southeast, 30% northwest, and 40% northeast. Therefore, the project would provide four additional trips at Sprague and Adams, four additional trips at Sprague and Progress, and two trips at Sullivan and 4th Avenue during the P.M. peak hour. The impact of Austin Addition on I-90 at Sullivan Road and at Pines Road is not significant. Information provided was extrapolated from Trip Generation, Fifth Edition, Instirute of Transportation Engineers and Spokane County Engineers Traffic Count Database. Sincerely, DA D EVANS AND ASSOCIATES, INC. ohn D. Konen Development Consultant GAMCOOOi KIJDK00618 itr ~ g M 8 E R • ~ P SITIAIn O.o . t ~ . ~cn DAVID EVANS AND ASSOCIATES, ~ T R A N S M I T T A L Wcst>>oCataldo DATE• 7-29-96 FROM Ronald Hand, David Evans & Assoc spoknnc, Washington ggzm TO Scott Enqlehart PROJECT Garv Austin Preliminarv Plat Tel 509 327.8697 Spokane Countv Enqineerina FILE GAMC0001 Fax• 509•327 7345 SUBJECT• Traffic Distribution Analvsis ITEM• COPIES DATE. DESCRIPTION. 1 1 6-19-96 TraKc Evaluation. Austin Addition. 4th & Burns RFCIEIVEL) JUL 2 9 1996 SPOKANE COUPIIY ENGtNEER , ❑ AS YOU REQUESTED ❑ FOR YOUR APPROVAL ~ FOR YOUR INFORMATION ~ FOR YOUR REVIEW ❑ RETURN coMMErrrs• Does this letter meet the Traffic Distribution Analysis test that you need? e DAVII] EVANS AlYI] A5S(]CIATES, ~ T R A N 5 M[ Ti T A L Wcst:1aCa:aEda oATE 7-29-96 FRonn. Fionald Hand, DaYId EV8f15 & A550C Sgokanc, wpst,mggwn 992a: TQ SfeVB flaVenavlt. PPanner PROJECfi GBfv Austln F3reIICttlnafv Plat ..y azt 509 327.8697 ❑ept of Buddina 8 Planrnna FILE' GAMC 0001 Fax- 509 327 7345 SUe.IECT Conc.eptual Drainape Plan for Propased Austin Addition IZEpA C4PIE5 ❑ATE DESCRIPTIpN 6_96 Conc.eAtual prainaae Plan for Praoosed Austin Additicsn ~ ~~OKA~E C~~NTY JUL 2 9 1996' DfV+sION O'~ ~~DING kNn Ai AAsiin S y: ❑ A$ YOU FdEQl1E5TER ~ FOR Yf74f€2 APPRf3VAL ~ FQR YDUR INFORFAATIC?N ❑ FQR YOUR REVIEW El REfURN caMMEnrrs. 5teve, this Ccanceptual Qrainage Plan shauld have been inciuded with the aoplicatiaan submittal. Please fcrrward it to the qroper deaartment or individual, Thank wau, Ran . ~.r.•~~-~~ ti ~•~t.,~r,r. r f~ _ _ ~ _ - ~ ew _r CONCEPYUAL DRAINAGE PLAN Far PROPOSEQ ►4UST[N ADDIT[ON 5pokane County, Washingtvn Prepared Far: Gary Austin Mobile Corral Homes 15906 East 5prague Avenue Veradale, Washingtan 99037 GAMC4O0I Prepared By: QAVID EVANS AND ASSOCIATES, [NC. West 110 Catafdv 5pokane, Washington 99201 (503) 327-8697 June 1996 Conceptual Drainage Plan Prvpased Austin Add'arivn _Y ,Tntrod'aection The following analysis was initiated t❑ demvnstrate rhae the propvsed preluninary plat has sufficaent land set aside ta accommadate for stormwater runoff when the subdivasian is fLLlly develoged. The pcoject propases ta ereate 15 new Tots adjoining a puhlic streec. Homes pr4posed far the developsnent were assumed ta be as follows: Hvme ~ 1400 5F Garage a 650 SF I7riveway = 604 5F Other, patio, vvalk, etc. _ 450 SE Total Imperious Area 3,100 5F Ilot " 5tormwater would 6e collected by the curb and gutter coxnstructed for the new street and, if required, intercepted by catch basins in the gutter whieh would connect to a starna sewer pipe that disch.arges into a grass _ pereolativn swale and detentian basin. The conceptual system is illustrated on 5heet 1 attached. Two drywells are proposed for the detention basin. Soils are classified as Garr,ison Gravely Loarn. Assumptivns 141crde f'or Calculatians Irnperdious Area Screeis New Street 32' x 510' 16,320 5F Culdesac 41' x41' x 3.14 5,28(] SF Fourth Avenue 20.5' x 320' 6.560 5F .Area Requiring "208" 28,164 5F Szdewal'ks b' x (310+940+280) 9,180 5F Nevn Homes 15 x 3,100f lax 46,500 SF Existing Structures 3000 + 5000 $.000 5E Total Tmpervious Area 91,840 SF =2.1I Acres Tntal A.rea P!at area including 112 aff Fvurt$ Avenue (512' + 540'1'2} x 320' ~ 168,320 5F GAMCOOa1 1 6114M For a conservati►re analysis an area 60' x 375' was added tv represent the potential backyard area for a partion mf the subdivisiag ta the east which rnay +drain inta the proposed plat. 60' x 375' 22,50[} SF TQCal Ba5Y11 Atea 190,820-~F =4.38 AGreS 5treet Grade Based on preFirninary eleVation data we assumed agztter elevativn oE 20I3.0 at Fourth AVenue aztd 2408.0 at the end of che new culdesac. The street grade wvuld therc be .008 fr.Ift. Calculrxtions EncIosed are calculations for a 10 year and a 50 year design stazrn. Assuiaung the worst case scenaria or the 54 year design storxn, a ppnd volurne of 3,600 cubic feet would be required. 7he easement area proposed for the plac is 36' x 167' and will provide a ponclvolume of 3,770 cubic feec at a depth of 1. T Feet wich pond side sloges of 3:1, The pond would lae 2 feet deep, therefore, it wa►a1d provide a freeboard of 1 foot for a 5{] year starm, r:C~ 4 \YINi E . ,L~e of w~`~~~, - _ ~ r11yA - l] 91til.S A 7 ~ GAMC00O1 2 8114136 ' . SPQKANE COUNTY. WASH9NGTON - SHEET p (lvins sheet 67) R 44 E k R 45 E ~ ~ _ ~ - .~.r. i ~ ~ ~ 76 ~ '~'r." _ " ~ ' ~ a. ' . - " F ~ AG l~..';'~:! ° ~~N 6~ ~ ~ '4 A!1 KEE ~ ~ _ , ~ ~ _ a rw . ' 'rt•~ , x 1 ' r ' ~ ~ ~ wyr~~s- , ^~i • ~ 1 ~ . ~ _ -F"'~, - _ , ~ i- 'ki A~:_" ~d6l~~r a~ =i~t"~ t r ~ mg ~ • ~•'ti.': 1-~.. % s•,.;r - ~ . .y~. • 4p 'u.=' - ~ { ~I - ~ Yi r~ ~1 ~ 4yW f ~ ~ w ~ a ~ • ~ •e2..~e., ~'1 r : j'- '-'J • i ~ c~ ' I ~ c3n GRf$ ~F---ti 'Centm[ Valley zr' 1 . ~ - ; : 7~i~, 4 "~e'; _ Sshonl '-wt k c? w~~La~, ~ % +.~5~ ~ ° j * i-_iw -G . +a•~~ a' - _t'~ r '56 i: ' ' ° ~ k-~ ' • ~ T - - x ~ ` • - - ~ $1(6 y ° ~ • E..aS , . ^ ' _ ' - ra,~- . qsg" S Llh9 ~ - G YB~f8 ta - i m7m PSs - sxs i;. II ~ Y'~ ~ r - ''rs. 0 - - ~ . _ r~ Bs$ ~ • f - ~ i • - ' q : ~ ~ - e~`~" G ' ~ ~ -4 C$mEt CIFB ~ • ~~e P~ }F~:; , Ir ~ G$B _jL S~uE ~ ~ . . t~=='~q = r { = _ } _ .....Q. ~ ' ir~ - c.:~ ~ .a • . . • • • . -•v ~ - i~ _ v r_ 7~r~~.~ . ~ s. U t '••a _ - - ~ t .7. , 1~'.II n~. S • CUB -:~"1+ad' : - f 11 cx= ~ • - ~f- p ` r . . GrrfB il ~ I " ~ , . ~ P3,q •ti~ . ! :;.~F ► _ ~i' • w ; i ~ _ . ~•..~e # ~ .,r ~ ~ _ ~ n PC ° rl-- • ~M'' Y ~ ~ ~~i ~ y ~ Nrr ~ A - G$A ;us tA N • . aA ~ ~iRAY~L ~1 + MCB ~ r 6 e ~ . ~ F '~i~ r'- aaB .•s ` "r _fi-~ `,~r~y U r'=-`r • ' i-y = ~ ~ ~ $ ~ v ..y~~~"~ ~ " •~x $p ~'..,.i~~ 6 • r{ha :'s~ _ . y,j'~,,,~ - ; _ ° •+r , ~ ~ •;r •w ~S P 4 ~ _ .~iC~ F ~a ~ SSC -l]aB y x~ •,TF ' 4 • 'i Ba6 - ~ • = R . ~ , Sa 1Jn~nc^ sha~l €i 51 8h0 i Garrison Series 'I'he Garrison series is ma.de up of somewhat escessai•ely draiaed, azrave11v or sLonv soiL that formed under 4-yrass in glu.cia1 autwash misecl'in the upper part mtli rolcanic R51L These soiIs are on nearl;e lesel za rcioder:icelt• steep terra,ces. The annual precipitation is 18 ta 22 inciies, :taacl the froz-t-h-ee season ts abouC 1 i 0 dar5. Soi]s of the Garrison series are u;ed for a rarietT of ~an-l~ts--~ ~ te~~~~%er opes 5~A,.--- - ~I Zr~"'~~ng=elly Iaam, 4 to cent t n e 5po~ane V~ITer a the city of SpoL-ane. 'Mast siopes are between ? and a peroenC. Represex►tative profiie : 0 Ln 15 inches. b1atk-. Fery 2rinble gravellP loe.m ; Sx'snolas atrnctnre ; slightlF ucid. 15 Lo 44 Snches. darh•-hroRn. triabie very sravelly locm ; aeutaL 44 to SO iachss AspltEcolored saad, 6mve1, and eoDblesUaae.n. The surface rolor. trhen moist- a-araffes from rer;r dark brotrn ta b]acL-. Tl1e tesrnre trt the surfaee 1ayer is grav° e]]r ar t•err ~rare]1i~ ]azm or siit loam. The sub~ail ra~~~ in co]or frasn da,rk la: omi to rellowish brawn. Cla-v and _ li.me hare nc.cuitin3ated on the*bvr•tom of the pebbles an tlie Iower subsoil. The depth to the grszFel subsrs-atum rAn=es from 30 rn aw indaas. As mur3a :Lc ]Q percent of r-ome areas consists of Bonr or Plioebe soils or of other G-arrzsan soils. This sail is s6rnewhzr e%cessiti•ely dralaie.cl aiid hpz niod- erar,e~r rapid 1xrmeaUiliry. It lialds abvut 6 itielies of -mater thae plants cmi use, It is easv tQ work. $aots pexaetrste to the laver of sar~d, grarel. and cabblescones. " 3`he fcrtilitr is meaiunj. Snrface riuiaff 3= slacr, and tlie hazord of erosion is sli -ht. 4baut SO percent aftlze acrea~e i- c~a]tirased; tl~e rest is used for ~~g. ~nl~cl as farmsteads 6r suburban Ivr,s_ Ninst of the acreaze is irriRated. Zrri=ated areas are used fQr arcbard #ruits aiid berries: cabhag-e. corn; r.antalaup. cueumbera. eelerT. nnd squ.nJm; wheat. nats, ai)d barlez-: alfalfa for l~ar: and ~*ras= far se~ and pasture. T3r~-land aress are usecl for ;rlertT, bariel•, a.trc~ natiz•e l~ui~chrrr~-. There is ~a difficulrr iit the use of rnachinerc, but tlas ~rarel i Iaard oii tal1aze impleanentc. Al$ crapr escept reMum~ re5~~aiid t~ »itrensn. Some crops re:.por+d €D su~f'na,lgaran. nnd pliosphoru_. (Gapabilitv unit IIIs-3; I,varrsr mve sire : nat )n a ticoodland group ) Garrison bra►•e1br loam, 5 ta 20 pereenf slapes (Gg9;.- This soiI hasa s►uf.tir.e ]:iyer ^V ta 5 melies ihiniger thli) rliar of Garrison zra,-el]~• Ia.~nn. 4 ta 3 percent s3a1~e,. P.unafF is medi~nm. a~irl tl~e erosion haznrcl is nzorlei-ite. Tiii= -c,il ia u5ed 3n mucla the s.1me trar us Garrison grarel3}• lo:km. 4 ra i, l,ereent SlUpC5. (Cripnbifirr uzlit TL"eT5: Loamr ranze site: nat in 1wood3:end c-n'caup) Garrisan rerr „raveil.y laam, G to 8 percent slapes 4GmB1.--This sai] hn{ ti tlainner, rnore prr:irellr surface ]arer than Girri=an +rarel]r loam. 0 to 5percent slape& , nncl hnlds tl~:~ai u inchQs of ~cacer iliat pl;tnrs can n-e. T1tie "aa9e1 C:t13~2: extreine •relz• oii 1i31aze n~zchinerr. muc~ a5 ;~~erren~. of ~me a reac consiqcc +~f otlier ~'rti'risnn soils ~Calaabslirv uniz XZ e-3; 'S'hallow range sire: not in a tirocacllatic1 tiroiip) Garrison v~ry 5tOIE}' I63II[a d to 20 percent sIopes [GnB;.-This soil holds ]ess dian 5inclies of water tliat, planrs can nse. snd it i5 rna sroiir t0 be cnltirarerl. :A= mnrh tis 13 perceai t. of same ar&a s consisL,-- a# otlzer Garrison saiX aMd as murli as ? percent is rnnde up of grantce outr.sops. Tltiis -zi] is u=P-a #ar rraxiatg. fCap3bilitr nniz VT&4); 5halloir range sitc; not in a noodlancl gmup) BOWSTRING ME7HaD ~TEN YEAP 57ORM DESYGN] PRDJEC7. isAMC0001 DE7ENTION BASIN DESIUN BASIN: PO5TDEV DESIGNER aLSQN NUMBEP 0F DRYWELLS FROPOSED AATE: 14-Jun-96 0 Sinqle ityp 2 Dauble (type S) Tota]. Area (calr_.) Csee H1' 4.38 7ime of Conc. Ccalc. 7 (see Hf ) 5,62 cumpusite "C" (calc. ) (see I-#1) 0.49 Time of Ccanc. (min) 5.61 Area (Acres) 4.38 Factor 0.49 Impervious Area (sq. ft,) 28160 Volume Frovided 208: 1515 storm: 3375 ❑utflow (cfs) 2 Area * iG° Factvr 2.13 #S #2 #3 #4 #5 #6 #7 7i,me Time Intensity Ct tiev. V in Vout Storaqe Inc. Inc. (min. ) (sec, ) (zn./hr. ) {cfs) (cu. ft.) (CLI. ft. ) (cu. ft. ~ 4#1*60a CA*C*#^a (flut f . (#5-#6) 5.61 2JEr• LCi wJw 07 6. Ji 2938 672. 71 22s]r.F ~.5 .s 300 3. ~B 6r7Er 27 18 6nc1 21 118 10 v`-"L+ '+'.~~..2Y 4.76 34L+.L 1200 221021, 15 900 1.77 3.76 ..~`]3f~ 1800 2017 20 1200 1.45 3. 0B 405'~ 2400 1552 2 5 3500 1.21 2.57 4153 3000 1153 30 I8OO 1.04 2.21 4233 3600 623 35 210o 0.131 1.93 4284 4200 e4 40 t'^FI,AF_' dJ . Ss.. 1.74 YJSJ '"►E3Md{«+ -`t 1d 45 2700 0.74 1.57 44228 5400 -972 50 3000 0.68 1.45 4502 6000 -14gB 55 3300 0.64 1.36 4646 6600 -1954 60 3600 0.61 1.30 4817 7200 -23831 65 3900 0.60 1, {8 5121 7800 --2679 70 4200 4, SB 1.23 5320 84CD~.7 -3080 T,.~i 4500 0.56 1.19 5494 90[]0 --3=JOG 84 4800 0.53 1.13 5537 9600 -4063 85 5100 0.52 1.11 5765 10200 -44315 90 5400 0.50 1.06 5862 10B00 -4938 95 5700 0.49 1.04 6057 11404 -5343 100 6000 0. 48 1.02 6240 121oUt) -5760 DF'AINAG'E PONF] CALCIJLAT I ONS ` F'equired grassy swale pond storaqe volume = Tmperaious Area x .5 in./ 12 in. Ift. = 1172 CLi. ft. provided: 1515 cu. ft. Dk?VWELL F.'EQU I#?EMENT5 - 10 YEAR I3ESI GN 5TC]F:'M Maximum storaqe r~quis-ed by L7owSLY ZC7g - iiGS cu. ft. provided: 23:;i5 cu. ft . ~ ~ F4. TIME OF CONGENTRATIflN (minutes) Tc (oWer I and) 7c (qutter ) Areas ~icpi Ct = 0.15 Li = 750 • C).65 0.90 Z 1 = 3.5 WAf I4s 0.21 0.90 L f, ( A ) = 30 Z2 = 50 140'we. G 1. 18 0.90 N(A) 0.03 Q l'~"'teS1.0 7 0,90 S(A) 0.02 n - 0.016 2. 27 0.10 S - 0 . 008 0.00 0.00 Tc (A) = 0.46 d ~ 0.317 0.00 0.00 Total A Camp "C„ L1 {Br~ 0 Tc Cqu7 = 5.15 4.38 0w 49 N(H) = O Tc(A+B) _ 0.46 • S[B) - U ()-C*I*A= 6.52 7c (t ot, ) 5.61 aC est . a = 6. 52 7c CB3 = O. C) Xntensity 3.07 A = 2.688Ue1 #rJF' = 17.0071 R = C}.1583 V - 2.43 Tc (total) Tc (over].and) + Tt (qutter ) 7---(gu) _ 5.15 S:-. T~ (overl and ) = Ct*(L1*N/S'`0.5')-`10. 6:a Q (est) _ p Ct = 0.15 L1 = Lenqth of Clverland Flow HoIdxnq = 26.72 N = gricta.on fact-Dr of overlarrd flow (.4 for averaqe grass ,_over ) 5= aver aqe s1 ope of over 1arrd f 1ow Tc (rautter) =Lenqtlh (ft. )IVe3 ot ity (ft./sec. )r'60 g=Bottom wid~h of qutter c,r ditch Z1 = inverse of tross slope one of d~tch Z2 = znverse of crciss slope twc, of ditch d = depth «f flow zn gutter (est a,mate, check est imate with Flow) Area _ d*B+d'`2I2*C Z1+Z2a Wetted perirneter = B*d+Cllsin(atn(i/Zl))+I/sin(atntl/Z2:ti)? Hydraul a.c R2[d1LRS = F; = tA9"eaIWe$ted fier imeter Ve1 oci ty = 1. 486/n*R-°". 667*s~. 5 Fxvw = Velc~city*Area n = 0,016 for asphalt s = lonvitudznai sIope af gutter B❑WSTRTNG METHOD (FIFTY YEAR STORM DESIGN) PRDJECT: GAMCOOOI DETENTZDN PASIN DEBIGN &ASXN: PflSTDEV DESIGNER: OLSaN NUMBER QF DRYWELLS PROPOSEb DATE: 14-Jun-96 0 5xng1e ityp 2 Doub1e {type B) Total Area (ca1c,] Csee Ni:r 4.38 Time af Cona. Cealc.7 (see H1) 5.12 Composxte "G" (ralc. ) taee H1) 0.49 _y Time of Gonc. Cmxn7 5.12 Area (Acres) 4.38 C' Factc,r 0.49 Irripervious Area (sq. tt. ) 28160 UoIume Provided 1515 Outflow (cfs) 2 Area * C" Factor 2.13 #i #2 #3 #4 #5 #6 #7 Time Tame Intensity 0 dev. V 1n U out 5toraqe Tnc. Inc. ~ (min.) (sec. ) Cin./hr. ) (cfs) (cu. ft. ) (cu. ft.) (cu. ft.) (it1*60) LYf*C-K'#3.1 (4Jut1 e'*'tftA) (tF5-46) 5.12 307.49 "Tw...fJ 9.66 .798J. E1R. 98 2J6P .a JC]L] 4.58 9.74 3914 600 3314 10 600 3.20 6.80 4792 1200 3592 15 900 2.47 .J..'~~5 5274 3G1No 34f ~ 20 1200 1. 9e 4.21 54913 2400 .,~df.79[) 25 1500 1.67 3.55 5636 3000 2696 30 1800 1.46 3.10 5911 3600 2311 35 2100 1.30 2.76 6092 4200 1892 40 i4i+11 1.19 2.51 62L'd2 4800 1462 45 2700 1.07 2.27 6,.~.r7~ 5400 979 50 3000 1.00 2.13 6599 6000 5913 55 3300 0.92 1.96 6658 6600 58 60 3600 0.87 1.85 6851 720+0 -249 65 3900 0. B2 1.74 6980 7800 -820 70 4200 0.80 1.70 7320 8400 -1 090 75 4500 0.77 1.64 7536 9000 -1 464 80 4800 0.75 1.59 781'J 9600 -17e1 83 J 10S+ 0.72 1.53 7963 10200 -2233 90 5400 0.70 1.49 8194 10800 -261 0 95 5700 0.69 1.47 851 a 11400 -2887 100 6000 0.67 1.42 8694 12000 -33% flRAINAGE POlVD CALCLlLR7 x C]N5 Required grassy swale pond storaQe volume = Impervious Area a. .S zn, / 12 in. /ft. = 1173 ccx. ft. Grassy swale pond voIume provided = 1515 cu. ft. DF'YWELL fs:EQl1ll?EMENTS - 50 YR STQF;M Maximum storage required by B+c,wstrinR = 359Z cu. ft. p e 0 v; de Cf 3 770 e, wo4+• (0 " TTME OF CONCENTRA7ION (minutes) Tc (over 1and) Tc Cqutter 7 Areas "Cpp Ct = 0.15 Li W 750 0. 65 0.90 21 = 3.5 Wa~k~ 0.21 0.90 L1 (A) = 30 = 50 sK+'s4. Ffa-c o, i8 0.90 N(A) - 0.03 B_ 0 ge vt ~~'•`~e s 1. 07~ 0.90 S(A) - 0.02 n 0.016 ~4,,,,~, rt 2.27 0.10 5 - 0.008 0.00 0.00 Tc (A) _ 0.46 d 0.3672 0.00 0.00 Tot a 1 A C'c,mp "C" L1 (S) = U Tc Cgs..t) = 4.67 4. 3e 0.49 N(B) = 0 Tc (A+9) = 0.46 aCHy ~ 0 `t=C*I*q-= 9.66 Tc(tot. ) 5.12 ocest. ? Tc (B) = 0.00 Intensity 4.55 A = 3 .SO6855 WP = 19.7003 F?' = 0. 18 31 V = 2.68 Tc (total) = Tc Coverlancfi + Tc {qutter) Tc(gu) = 4.67 "6c CaverIanda = Ct*(L1*N/5'`0.5)`Q.6) Qcest7 = 9.E6 . Ct = 0.15 L1 = Lenqth of ❑ver 1 and F1 ow HoI diraq = 26.72 N = fra,wtic,n factar of averland #Iow (.4 for averaqe qrass G_~~ver) S= averape sIope a# nverland flow Tc (gutter.) = Length (ft. ) /Velocity 4 #t. /sec. a I60 B = Bottom wa.dth of gLktter or datch Z1 = inverse «f cross slope one of ditch Z2 = rnverse of cross 51ope two rf da.tcFs d=depth of flaw Ifl gutter (estimate, check estr.mate with Flow) Ar ea ; d*B+d'`2I2*(Z 1 +C2) Wetter perimeter = B*d+(I/sinCatnC11Z1 > >+i/siniatn~]./Z'a > > Hydrayi ic Radsus = R= Rrea/Wetted Per imeter Vel ac ity = T. 4G6/n*Rf". 667*s^. 5 Fl ow = Vel ac i t y*pr ea n = 0.016 for a5phalt s = lanqitudinal slope of gs.ttteY Wo , k nAVam EvANs AND ASsOc~ATEs, ~ T AA N $ M I T T A L WE3S I f A CIiTCiid9 DATE° 7-29-96 FRC1M Rnnald Hand, f}avid Evans & Assac spakane. wa:htngtoK 992a, TO; Steve Llavenoart. PEanner _ PROJECT Garv Austin Preliminarv Piat re[- 5o9327.86g7 i7ept flf 8uildmd 8 Pfanninp FILE. GAMC 0041 Fax 509-327•7343 SUB,IeCr• Conceotual Drainaae Rlan for Prooosed Auslin Atidition 17EM COPIES: {3ATE: DESCRIFTI[}N- 1 1 ~-96 Conceptual Drainaqe Pfan for Proposed Austin Additian - 9EGEIVES sPvKANE couMTr JUL 2 9 1996' DIvIsItN nF: RUILDING AWn PLANNING Br: ❑ A5 YDCI REQl1ESTEp Q F[7Fi YOUR APPRC?VAL ~ FpR YpUR !NFORMA7ICJN ❑ FOR YQIJR REVIEW [3 RETURN cOMMErars. Ste+ve, this Conceptual Drainaqe Plan shouEd have been inciuded with the aPplicatian subcnittal. Piease farward it tn the Qroper denartmerat or individual, 7hank aou, Ron ~ ~ - - ~ ~ - _ ✓ ~~'~i:1.r(~ - ! ~ .Y CONCEPTUAL DFZ4IN►4GE PLArN For PROPOSED AUST[N ADDITCC3N spakane cvurrtyT Washington Prepared For: Cary ►4ustin Mnbile Carral Horroes 15906 East Sprague ►4venue Veradafe, Washingtan 39037 GRfVIGDtla1 Prepared 8y; p,AVfI3 E'IJAIVS AND ►i4S5❑CIATES, IhCC. West 110 Ca#aldca 5pokane, Washingtan 992(}1 (509) 327-8697 JGne 1996 Canceptual Drainage Plan Praposed Austin Additivn Introduction The ffllPowing analysis was initiated tv demonstrate that the progased preliminary ;plat has suffieient land set aside to accvmmodace for stoaYriwater runrsff when the subdivisicsn as fully deveiaped. The project proposes to create FS new lots adjoining apubIic street. Homes proposed foc the development were assusned to be as fallows: Horne R 1400 SF Garage = 650 5F I]riveway a 600 SF Other, patio, qvalk, etc. _ 45Q SE Total Irnperiaus Area 3,100 SF Ilat " Stormwater would be cQllected by the cur'b and gutter construeted for the new street and, if required, intercepted by catch 6asins in the gutxer which wauld corunect to a starm sewer pipe rhat discharges into a grass _ percoLatian swale and detentian basa,n. The concepeuail systern is ilflustrated on 5lxeet 1 attached. Two drywells are proposed £or the detention basin. Soils are classified as Garrison Gravely Loam. Assumptzans Made for Galculations Inapervious Area Streets New Street 32' x 510' 16,320 5F Culdesac 41' x 41' x 3.14 5,280 SF Faurth Avenue 20.5' x 320' 6.560 SF Area Reguit'ing "20$" 28,160 SF 5idewvalks 6' x (310+940+280) 9,180 5F New Homes IS x 3,10013cat 46,500 SF Exis¢ing 5tsuctures 3400 + 5000 $_000 SE Tota1 Imgervious Area 91,840 SF =2.11 Acres Total Area Plat area including 112 af Fautth Avenue (512' + 54072) x 320' ~ 168,320 SP GAMC0001 1 6114196 For a conservative analysis an area bd° x 375' wa.s adtied ta represent the patential backyard area far a partion of the suhdivision to the east which may drain into the prnposed plat. 60' x 375' 2U00 SE Total Basin Area 190,82CHRF =4,3$ Acres Street Grade Based on prelimiflary elevatican data we xssumed a gutter elevation of 2013.0 at FQUrth Avenue and 2008A at the end of the new culdesac. The sxreet grade would then be .008 ft.lft. Ca2GUlations Enclosed are calculatinn.s for a ZD yeac and a Sa year desegn starm. A.ssuming the wcarst case scenarica ar the 5[] year design starm, a pond valuine o$ 3,600 cubic feet would be required. The easement area proposed far the ,plat is 3+6' x 167' and will prcavide a pond volume af 3,170 cu6ic feet at a depth of 1.1 feet with pond side slopes of 3:1. The pond wauld be 2 fect deep, therefore, it woulld provide a free'board af P foat for a 50 year srocm. N%N n E---- lv~ f wA`;G{ y f 2e~0 A~er,S rrR~4 ~ ~~~NM» ~ E:PiRES 7 ~ GAMC0001 2 6114I96 ' . SPDKANE CDUNTY. WASHINGTON SHEET ~ (Jarns sheet 67) R aa E I R 45 , t' ; i~~' • T E ~T ~ Y ~ ~ ~ 3 ~.n' ~ r,~p'~r} 1 - K,EE , ` , ~ -6!!- a..+•~ '~-.~:__'~~!lVV+fi y7 ~ `°'~r"~ ~ ~ _ - - s . ~v - ~ ~ ~ t-r - . a ~ ~ ` ~ ~f' : ~ ~ ^ ~ rw ~~i'Lir.w x~N z H+8 ; •A'~ ~ r'.~'_ ~ ~ y• ' r, ~ F ` '~r r - ~.'s ' ~i ~e ■ . ~ _ ~ ;b - ~ .`d '~+F7 ~entral V,alley so1 nA ; g ~ ~ . ~ P • • a ~ _ r;~ _ ,5ehs~ol ~ a' - ~r•_• :1'~ q~F c: ~ ~ _ : .s _ - ~y. " c- ! . :-~~a- .s; r ` ~ ' Y+-~ti`~ , ~~b`'~ :s''° -•o~. ,r '@.8 ~ ~ ~`GB.A • ~Co ~ t9 ti • ~a ~ - ~ p. - ~ ~ - ° ~=AaR~19 y, ~s _ . . , •'"~~•y* Uh6 ~ Q ~Fi ~ _ ~ ~ • ~ ~ : . ` ~ - ' 70 Sase ' ~S .M• + - `c L8 y 4. •y, 7 ~ y . ~P J une . Co~~ ~f G~~~ B tB+. E ' iB ~ ~ wiff" B` ~.,t: z - _ - ~ Ps9 SxB I._ ~ , . ~yr~~ ,~~~.r • -r D ! ~ , - - ° I • ~ ~ Bs$ ~yi~"` t' ~ • ~ ~C', ' ~ ,1,. ~ II'. ~„.si_ _ iCuB GmB ~ . p~:~f.~ ~ ~ 7yy ~uE r e ."GgA. • ~ ! - •u : • . _ - - ' - ~ ' ' u ° - sr:.. - 71 • ~ " 'r CU8 ~ . . , - u~ _ • ; ' a ~GmB~~ ~ 4 n 'r•• ~ aIr ~ ~ I = V^pyq "ti' - " • - g _ f ~ _ J{t'~-~;;"_F I I k ~f~~ • '.l~cc=.a-_. ~ - ' '91 ~ !tP'~l1 't' r p - • ~ ~ - uP ~ RC A' ~ P j ~z ~,~#,~T• '~9 ~ ,N~ ' '~1,' ~r,~ ~ , ~ nC GtA ~ yl r,&y u f` PuB 5 pi - . aF^ _ GRAYiEL R$CB ~ F!T ~ CA~ ~ ~ s f.... ~ Ba8 5SC • a _~~~yz+~.~ ~ _ II ~ 3 ~ ~ ~ ~ "`~w• i' • . s f ! ;nB c 'F6hA •.a~~ X1 • yY.ry~ ~ o 8a ~e . : ~ ~ ~ R ~ ~ ~ ' ~ ~ f ~ I ~ ~ " , SsG` " i~~ • - ~ ` a6 L Xr" - • r S B'86 ` ~4~~ ' ~ , ~ - • . s~~ - sa llnine ci+aof R 5 i $ho ~ Garrison Series 'I'he CTarrison series is made up ef soinserhat exc.essivelv dr:tined. _&=vellv or stoni, soiL Lhat farmed under zrm- i in glrcc:al outwa~h mised'in the uppe: part wicla rolcaaiie ash. These soils are on neariv 1eve1 tn moderatelr steep terraces. The nanual precipication is 18 to 2° inches, anck the frozt-free masan is abour 1 i 0 days. Soils of the Garrison series are v.sed for o. carietr of cra fl n ~t~, , S * :sr ,arrisan grar~elHp Iaam, 0 ta ~ percenIopcs 1s is ~'n~t `st51~"~5po~sEne P~~Te`~ u of the catT of SpoL-ase. Most slages are between ?and 5 pereenL Regtese.ntaGir-e prvfile : A Ga IS laehes, blacL`, verp lriable greveUy loam ; g'eaav.tar amctnre; slighklp aCid. 15 to £4 fnches, dark-bro-'a, triah3e very grnvelly loam ; aentraL 44 Lo 841 InrEes maltiealoxed aaad, gravel, and cahbk&stnnes. Ile Yurface rolor. when moisL xanges from rerr dark brovn ta blac}~. Tise tesruse of the surfarx la-ver ns gmt'- eDr ar z•err ~me-eJ3~• ]o1.~m or silt lo~m. 7,'kie subsailran~ i.rr colar frain dark browi to -rel}on-isli brotrn. Clor und lime hare necuiiiulated nn the l►otsom of the pebble4 in tlie losces subsoal. The depth ca the -gmve3 submratiumrnnges frQm 34 an 5o inc3ies. As iiYieeli ns 10 percent of same arezs consisrs of Bvn-o oi• Plroeke sails or of ather Cra.rrzson scrals. This soii i-P sramewlizt exeessirelr drained aiad has iiiod- eratelr rapid permeabilirr. It liolds abaut 3 inel3es +of 1ratwr that ]alants can u-4. It is eass' to vcmrk. IftooLs pexaetrst.,e to the la-ver ot sand.. gravel, and cabblescanes. lfhe #erti]irg is inedium. 5urface runoff is slow; aiid the haz&rd of ervsion xc slight. 4baut SO percent of the ncreaaze is culuraced; the rest is used fvr e razingg. and as farnisce.ads ar suburhan ]ots. NiosL of the acreage is irrizated. Irri=ated areas are used far orchard frui~_- ajicl berrses : c.abba=e, cam, =talaup, cucumbers. celerr, nr3d squnsh; wljear, aats; miad barle~-: alfalfs for l~ar: and ~ss fvr Sc3ed and'pasture. ~3rylanr~ aa~e.~ are uset'~ for ~~ie.1a, barler, and nazire buncligris;. There is no diffiaulrr in the u~e of rniLchinerr, bnt the ~a.vel ~ lia2•d vti tihage imp)eme.nfss. h1I erog--- exCeJU • Fegptimes respond to nasroze». Some crnps respond to ; sZfnr, bornii. ntld pbasplaaru_ii. (CA pabilitr unac II1s-2 I.oamr r:uzge sire: iiat in a,roadlaa~d C•oup) Garrisan gra~~eIl~' 1aam, 5 to 24 pereent slapes (Ga_8;.- This soil hasa. sizrface larer to 5 ii3elie: tliinner tlinn rhls of Gar➢rison _-nwreizr lo.niij. 4to Jpercent s]ope-, Runoff isazeclium. n»d the ero=ian haznrcl ismnrlerate. T13i: --oi] is usecl in niuch the ~Zane zrnv as Garrison grati-elly ]o:im. 0 ta :F percent s3opes. (Capabiiiry unit I'Ce-w: Laamr ran~e site: iiat in axs•oadlaaic~ ~ aup) Garrason s•er~• ga`arBll}' ZdaTilr 0 to S percent slopes iGmi31.-This soi) ]aasn tlsinner; more --rarellr svrface ]arer thasi Crarris-ati --m. x'ell}' ]oann. 0 to 5 percent slnpes. Rnd boids 1= tlin3i U inc3ie_ ef irater fhat plznts Gan u=e. The ~ravel eltreine ~rea~• ati tillsze niac]linerr. ~1= much 1s e lserrent. af :ame areas consi~crs of acLer CrLrrisoii sails. ~C.A~aa~ilir`• uiiir I~"e-5: S}ial]ow r1nge siae; not in a tiroall.otfd =raup? Garrison very stant- Iaam, 0 d.o 9-0 pereent slopes lGnB,.-This sail 3iolr1G ]s .s tliaii 6 ]I]c3es of water tk1at plarsss ~zn iise. and ic i; roo stonx• to be ciiyriti•ired. A= much a=1,; 1zerGent of sams tire.1s e6nsists o# atJisrGarrisan soiL ancP us ~nuc]i 1s -2 percent is m:kde up nf granice ouf.~ps. Tlii4, snii is n=M far Prazing. (Giplbilztr iinbr. ShalTow rang+e site: iiut in awoocilalzd gaoup) 8OW57RING METH❑D (TEN YEAP 57ORM DESIGN) PRO3ECT: GAMC0001 DETENTION BA5IN DESIGN 8A5ZN: POSTDEV DESIGNER OLSbN NUMBER DF DRYWELLS PROPOSED DATE: 14-Jun-96 0 SingFe Ctyp 2 DoubIe (type B) Tatal Area Cca1F.? (see H1) 4.38 Time of Conc. (ca1c.'' (see H1) 5.61 Camposite "C" Ccaic. 3 Csee H1 A 0.4~'~ Time of Conc. (min) 5.61 Area CAcresa 4.38 C' Factor 0.49 Impervious Area (sq. ft.) 28160 Uoiume Po-oVided 248: 1515 storm; 3375 C7Lat flow (cfs) 2 Area * C" Factor 2.13 #1 #2 #3 #4 ##5 #6 #7 Ti,me Time Tntensity 0 cieV. Vin V aut Storage Znc. Inc. fmin, 7 (sec. ) (zn. Ihr. ) (c fs) [cu, ft, ) Gcu. ft. ) O,u. 'Ft. 'r (#1-x-60) (A*--*#^a ) (Ottt f. *#2) C#5-°-#6'a 5.61 336.36 2.07 6.52 2938 672.71 2,2'55 5 300 3.18 6.76 271a EOt7 2118 10 So[] y i24 4.76 3402 1200 2202 15 900 1.77 3.76 3917 1800 24] 17 wCl I..:OC) 1.45 08 4052 2400 1 F, 5 2 c,.~J 1J0L' 1. il 2.57 4153 3V'VL+ 1153 30 18c]o 3.{}4 2.21 4233 3600 E+33 35 2100 0.91 1.93 4284 4200 84 40 2400 0.62 1.74 4383 48o[) °°417 45 '27(14] 0.74 1.57 4428 ...,400 -972 50 3000 0.63 1.45 4502 6000 -1498 . 55 3300 0.64 3.36 4646 6600 -1954 60 3500 0.61 1.30 4817 7200 -2383, 65 3900 0.60 1,28 5121 7800 -267 9 70 4200 0, 5B 1.23 5320 E3400 -3090 75 4500 0.56 1.19 5494 9000 -3:.~06 eC' 4800 0.53 1.13 5537 9600 -4063 8s 5100 0.52 1.11 5765 10200 T4435 90 5400 0.50 1.06 5E362 f c.7Ac"ata -4938 95 5700 0.49 1.04 6057 11400 -5343 100 6000 0.42 1.02 6240 1200o -5760 I}RAI NAGE PQND CALCLJLAT IqNS Required grassy swale pond storage vo] ume = Impervious Area x.5 a,n. r' 12 in. 1'ft, = 1173 cu. ft. prowided: 1515 cu. ft. DRYWELL F;EQU 3 F,Eh7ENTS - 10 YEAF,' DESI GN STOf?M Maximum st~-~raqe required by Bowstr ing = 2265 cu. ft. provided e 3375 c u. ft o~~~• TIME OF CONCENYPATiON (minutes) Tc Coverl arwd7 Tc (qutter) Areas "cil Ct _ 0.15 L2 = 750 - 0. 65 0.90 Z1 ~ 3.5 1Nrl 1 k5 0.21 0.90 L1 (A) = 30 Z2 = 50 1404+c.O&f8 0.90 IV CA:9 - 0.03 B = 0 Ne,'t +r~~s 1. 07 0.90 S(A) _ 0.02 rt = 0.016 a w 2.27 0.10 s = 0.008 0.00 0.00 Tc, (A) 0.46 d ~ 0.317 0.00 0.00 TotaY A Comp «C„ L1 (B) _ 0 Tc: (gu) = 5.15 4.38 0.49 N(B) 0 7c (A+B) = 0.46 • S(B) O D_C*I*A= 6.52 7c(tot. ) 5.~'si Q(est. ) ° 6.52 Tc (B) = 0.0 Intensity 3.07 P1 2.688081 WF' 17. 007 3 R = 0. iSBf • = r • 43 Tc (totai) = 7c (oVerland r+ T-, (qutter) 7-_ (gu,) = 5.15 TC (c+Yerxalnd) = L:tiF(l..l*IV/'-.'"`Cr. 5V`0.6) Gl(est ) = 6.52 Ct _ 0.15 L1 = Lenqth of Overland Flow Hold2ng = 26.72. hl = f➢" lct lor3 fac tor of overland f 1 ow (.4 for averaqe ~rass ~a~~~rer ) S = averaqe sl ope of over 1 ar~d f I ow - - Tc (qutter) = Length (ft.)lVelocity tft.Iset.)/60 B- Lottom wadth c+f qutter or ~~tch Zf = inverse r,,f cross slope one of ditch Z2 = anverse of cross siope two of dxtch +d = tiepth of flow in gutter (estimate, cheN,k estimate with F],ow) Ar ea = d*B+d^2I+2*(Z1f7:' ) Wetted perimeter = B*d+CiAsira(atn(1/Z1)7f115inCatn(1lZ2)a'a Wydraulzc F?'adius = P = Area/Wetted Perimeter Velocity = 1.486ln*R".G67~s-`,.5 Fiuw = Valocity*Area rt = 0.016 for asphaI t s = larrgitudinaI s1ope vf gutter BaWSTRING METHOD (FIFYY YEAR STdRM DESIGN) PROJECT: SAMCO4O1 DETENTION BA5IN DESIGN BASIN: POSTDEV DESIGNER: OLSON NUM&E~ DRYWELLS FROWQSED DATE: 14-Jun-96 0 Sxngle ftyp 2 Dr,uble Ctype 9) Total Area (calc, ) (see H1) 4.38 Time of Conc. (calc.) (see NI) 5,12 Composit~ ~~C" (calc. ) Csee H1's 0.49 Time of Gone. (min) 5.12 Area (Acres) 4.38 C' Fac tor 0.49 Impervious Area Csq. ft,~ 68160 Vairame Prvwided 1515 Outflow (cfs) 2 Aroa * C" Pactor 2.13 _ 1 #2 #3 #4 #..a #6 #7 Time Time Intensity 0 dev. V in V out Stor-aqe rnc. Inc. (min.) fsec.7 c,in.lhr.? (cfs) Ctu. ft.) Ccu. ft. ~(cu. ft.) C#1*607 (A*C:*#3) (Qut fi, *#2) (#5-#G) 5.12 307.49 4.55 5.66 3981 S14.98 3366 ..5 i 300 4.58 9.74 39I 4 EC]C7 3314 1~ 600 3.20 6.80 4TP~2 L200 3592 15 900 2.47 5.25 5274 1soC3 3474 20 1200 1. 9e 4.21 5490 2400 3091) 25 3500 1.67 3.55 5696 3000 2696 30 1sC?o 1.45 3. 10 5911 3600 2311 35 2100 1.30 2.76 6092 4200 i 892 40 2400 1.18 2.51 6282 4'8t)o 1462 45 2700 1.07 2.27 6379 5400 979 50 3000 1.00 2.13 6599 6000 599 55 3300 0.92 1.96 6658 6600 58 60 3600 0.87 1.85 6851 7200 -349 65 3900 0.82 1.74 6980 7800 -820 70 4200 0.80 1.70 7320 8400 -1 08a 75 4500 0.77 1.64 7535 9000 -1464 '8O 4800 0.75 1.59 7819 9600 ° 178 1 85 5100 0.72 1.53 7965 10200 -2225 90 5400 0.70 1.49 8190 1 o800 -2610 95 5700 0.69 1.47 8513 11400 -28S~ 100 6000 0.67 1.42 8694 12000 "'3306 ORA I NAUE PflIVD CALCIJLRT I 471VS F'equired grassy swale pond staraae volume = Imperviaus Area x .5 in, 1 12 zn. /ft 1173 cu. ft. urassy swal e pond volume pYoV icfed = 1515 cu. €t. Dl= YWELL REQUI P,EMENTS - 50 YR 5TI7RM Max~mum st~.~rage required by Bowstring ~ 3532 tu. ft. ~ ~ . ~ r. I a70 TIME OF CONCENTRATIqN (m~nutes) Tc (over 3 and ) Tc (gutter ) Areas "c" Ct = 0.15 L2 = 750 5+ee-e--~5 o. 65 0.90 Z1 - 3.5 Wa(ks 0.21 0.130 LI(A) ~ 30 Z2 r 50 SXfg4. 40...e 0. 18 0.130 N(A) - 0.03 H= 0 Jlt e v,C Powe s 1. 07~ 0.90 S(A) - 0.02 n 0.016 y, d w rs 2.27 0.10 s 0.008 0.00 0.00 Tc (A) - 0.46 G - 0.3672 0.00 0. OC) Tot al A Cornp "C" L1 (B) _ 0 Tc (gu) = 4.67 4.38 0.49 N(B) - 0 Tc{R+$) = 0.45 S(S) p Q=C*T*A= 9.66 Tc (tnt. 5.12 Q(est. ) = 9.66 Tc C8:y = o.00 inter►sity 4.55 A = 3.606859 WP = 19.7C)0? R _ 0.1831 V = 2.68 T".= (total Tr- (overland) + Tc (qutter f TcCqu7 = 4.67 1`c (awerland) - Gt*(L1*NlS'`0.5)1'10.S] Q(est) = 9,EF, Ct _ 0.15 L1 =Lenqth c~f Over Y arscf Fi ow Hnldzng = 26.72 N = fr xc't ion fattor of overland f Iaw (.4 for average grass cover ) S = average slope o~ overJ,end flow Tr= (gutter) = Length (ft, )IVelocity Cft.Asec. al60 B = Bottom width of gutter or ditch Zi = inverse of cross ~lope one of ditth Z21' = inverse of cross slope twa af ditth d= depth of f1-Dw in gutter (estiroate, check estimate with Flow) Area = d*B+d~2/2*(Z1+Z2) Wetter perameter = B*d+Ci/san(atn(l/Zf))+ifs1r~(atnCl/Z2'a)a Hydrayl ic Radius = R = RrealWetted Per i,meter Velocity = 1,486In*R^.667*sf .5 Flaw = Ve1 acity*Area n = 0.015 for asphaZt s= longitudinal slope of gutter Wo • r • ~ CONCEPT[JAL DRA[Nr4GE PLAN For PROPC3SE[3 AUSTIN ADD1TION - Spakane Caunty, Washingtvn Prepared For: Gary ►4ustin Mobile Garra1 Hvmes 15906 Eas# Sprague Avenue Veradale, Washingtvn 99037 GAMG(](]41 Prepared BY: flAV10 EVAN5 AN[] A5SOC1►4TE5, INC. ►JVBSt 110 CataldC} Spakane, Washingtvn 99201 (509) 327-8697 June 1996 Conceptual Drainage Pla~ Proposed Austan Addition Intrvductivn The foflawing analys'ss wa.s lnitiated tv dexnoszstrate that the prvgnsed pseliminary plat has saffficient land set aside to accommodate ffar storrtnwater ru.noff when the su6diWnsion is fully deveioped. The project propases to create 15 new lots adjouning a public street. Homes prcrposed for the develapment were assumed ta be as follows: Home ~ 1400 5F Garage = 650 SF Driveway = 600 5F ' F C7ther, gatio, walk, etc. ¢ 450S Tata.E Impcrious Area 3,100 SF 1'Iot Storrrawarer vvould be eollected by the curb and guteer cvnstructed far ¢Iae new street and, if required, intercepted by catch basins in the gutter whieh would connect to a storrn sewer ptpe that discharges int❑ a grass pereolatiesn swa1e and detention basin. The conceptual system is illustrated an Sheet 1 attached. Two dryweLls are propased fcar che detentiori basin. Soi1s are classifigd as Garrisvn Gravely I.oann. Assumptions Made for Calcsslativns ' In►perraivus Area Streets New Street 32' x 510' 16,320 5F CuldeSaC $1' X41' X 3.1+£ 5,280 SF Fonrth Avenue 20.5' x 320' f4$60 5E Area Requiring "708" 2$,160 SF Sidewalks 6° x (310+940+280) 9,180 sF New xomes 15 x 3,100Ilot 46,500 5F Existing Structures - 3000 + 5000 SIE Tota1 Impervious Aa'ea 91,840 SF =2. 11.4cres Total Area T'lat area including 112 of Foutch Avenue (512' + 540'J'2) x 320' ~ 168,320 SF GAMC0410I 1 6114I96 Fo,t a consenative analysis an area 60' x 375' was added to represent the paeential backyard area for a portion ' of the subdiWision to the easa which may drain inta the pfopased plat. bD' x 375' ZUDO SF, Total Basin Area 190,820 5F =4.3 8 Acres Street Grade Based on prelirninary elevation data we assumeci a gutter elevation of 2013.0 at Foua-ah Avenue and 2008.0 at the end of the near cuidesac. The streex grade would then be .008 ft.Ift. carcurations . Enclosed are calculatians far a 4Ci year and a 50 year design semrrn. Assumirtg the wvrst case scenario or the Sd year design starm, a pond vcslurtae of 3,600 eubic Feet would'be requixed. The easernent area proposed far the plat is 36' x 167' and wiU provide a pond valume nf 3,77[} cubic feet at a depth of 1.1 feee with pand side slopes oF 3:1. The pond would be 2 feet deep, tlhese€are, it wvuld pcorride a freebaard of 1 fflot far a 50 year storrri. \teer 0?1r1r4y~. p~ f . ! Y ~ ~ j 2M ~ 3~~ GAMC0Op1 2 6114196 sPoKANE cOuNTr, wasH~NGToN ~ sHEET r [lains sh~ef 67) R 44 £ l R 45 E ~i - t • ' 1 ~ ~ ' ..4 ''~.y~ ~Ir'~.~ ~e° s~d~f~-- ~ ~ ~ AG aG0 MdL~4''l~JIfSE ~T 41-AlfL '~x;~ ~ r t s " . F,,' 'T:N.:• - -"Jf ' , s• ' f,.,~' ~~s i „ 'u~~h+~~,m~y B C+~ ~ ' ~i. Y ~-~R ~ - I~ r Q ~ =~y ~ ' -i'' ,r ~ . r~ ~ r~ I -~e. • 3 ~ ~t `•''y- N i~~w -r ~ v. ' " 4~d . ~ - ..k~ :~lr~ gAM Sli ~ 1i ~f •:`~Y"~'~'~': ~ S _ ~ L' . Y I~k~ • _ ~ ~Y`~' ~1+v~ y Y ^'S. ' - ° • ~ ~ z~q,'~i4~ _ jA ~ ~ .t~ ` ~'r~• v ~ ~If ~ : d~ ~+a.ra= r gi T+.." 1,.Y ~ n`'- ,~~y~, ~•F~ 'c..r•- ~r. ~ ar ~y A •l ~f~ ~ ~~k4+ , ~'+1176 N hi~ 4 •~,yg.''#'~`i't~ g~ ~~~y~ . ` ' };w' ;'.~~r-eL[1tS811 V8..110]i - e 1~#~iY.__'~'.~ p d ~~7 y,~~~.. r~•: ~ ~'~-~~`^id~=-! ~'°iXW4~ ~VilS7QA f.s ~J'~ri~•'~>`4 L7 L ~ 7aCi{ _ l af ' -c~,~' • 'S, S - 1 ' . ~,yY-,f ~ . ,:7,.=, • ' • ^ "j -l- .+,6. - . :q', ~ ~ 9 rY h tB: i • 5 ~ Y~ e} ~~~r~. ~J<~-'~~. ~ ~r~"-'~ ~t~ gC7 2 ~ ~a'SY.~ u~~.FT~2'~ 'y~-•k ~ ~ ~ ~ ~ ~ ~5~ , y~'~~.'~~ :t F ~ A.. ~.~t t ~d F T $7Sa LeE3 ~ " t jY • , ,'ti~'• , .,IPd- s f~~~ se ~ _ ~ ~ - ~ ~ ; ~ lJ h 8 ~Elk ~ ° G ~ . ~ - ~T&3 tP i ~ - yv= AL~ ~ r~,„ - ~ ~ ~ ' » ti' - 1 ~ ' - ,~r' ~ ~ y~ _ ~ •B~ g y~~=~~r= N P5B ' ~'=r ~7 " Sx8 I~- . ~ . A _ ' ~ II ,-'r,'~~ y ~ r ~~'.at •~4~~ ~ ~ .s. r` G _ _ ~ ,~i~ Fili~! _ • II- _ ~rp G . . ~ -T~ 8sB x• ' ~ . .1 / ~ Y~» a $ 1 ~~H • Gm8 CuE , :-4'-,- 'Jil 'i p ,t • ; ~J ` ~ .F~kY3S~~ ~ T; . . * 't ~ r ~~p - n - 4~~* ~ t i _ i ~ `~,•~'~~5. "~"F,', - SuE~`• Gg~~~...wn`y` _ 1 . ~.x ~c ~ 5.'.•;~. ~ ' ' r' - r",r~~• ~ ~ - • , ~ ~ ' k - a~~ "f , r ~5~, I! ' ' _s`q : ~r , ~~+~,''•a`': E - ~ y-r_Y~•~i'~. V~~ _p^ i ~ `-Cus J~sgw~~~' ~ r . ~ ~ ' ff. - • ~ _ . GmB - Il~;~;r, i-•, I I r , P.5A ~ H _ " `*"F :,y•-': ~G,' ~,x,"'~+~:r• s' i~'~_ , ^ . - rs ^fA~ ~ p ~ ; ~ ~ ~F$ pC ; ?N,~3'~i,' ^_~,.~{i~~• ~ ' -G8B- e ' •y. ~rA ~ ~ ~`'#~'t • ~ L8~^~~ „ ' ii fi .~C, i ..v GtA ,Srl~.i► '~-~~p ~ ` rs 39A 71 'P k t i ~0 • • ;t • G ~ ~ St'~ ~ GAAYE[. 6,_w~+ SA ' ,.r ~ Prr ~,,,`'~NcA~` ~ ~ s~ `•~t .~"~a~ -4'<<~ a . 7~,~;~ ` • . "r R-11 T.ojrr ao ~f . 'r°F' ~ f• BBB• . f~ $1 p a4~ ~ ~t,~%~ ' • v SsC ~';:~1. ~~t~R s. ~ Il {z~'~? ~ - ja- ~CnB " ~ ~.'r 'FIhe4 C , ~ ~ ~r~~'"'• - ~3 !~^.x.~~ ~ ~ ~ ~ ~~G"~ r,~r• - ~~8 ~ • - ~ ~ fr 1~ t ~ ~ • y t 'xt`'~' [r , i~ ' ~ n .e..: r r~ ~"N.. ~...L- p ''+r ~ , °~'1 Ba8 e~a»• r ~ 8E3 . Ls iC~~ ~ Y• •3 ' . 'n .3. ; °'l .;•N„~2nfi.'+,., Y Ba (loins sheet 85) sho , . p GaiTisan Series The Cxarrisan series is made up of somen-hat exaessirelr driined, gra.qel.iy ar stoni• sails that fcsrmed zuacler gra=s in glacio.l autwash mised'in the upper gtLrt v-ic}i ralcanic ns1L These soi]s are on nearlv level to moden te]z• steep termees. The annual precipitation i.s 18 to 22 inclaes, and L]]e fTOS"t-free P-a-ti1tY 1S SbpuL 170 daP5. 5oils of the Garrisan series are used far A rarietr af cro ar~n gravel~y laam, g t4 a gerceat iopes eG AI.- is i~ e i~ e~pohane . e~ o the eity of Spo~-~ne. ~4Zost s]apes are het~•een ? and 5 peroenL Repxr.seitative prafile: 0 zo 15 Lacha, hFack, very iriahie gravelly lve.m ;$ranuLar • ' atrneture ; slightly scid. 15 ta 44 incher, dark°hrosrn, iriable very grnvelly loa.m ; nentraL 44 ta OD inehes mnlticalosed aarnd, gruvel, and cohbiestQnes. The surface r.o]or. srlaen mvist, rangeC fi•om rerr dar1, brv~s ta hkucl.. Tlie t.esture of the surfa,m larex is ~rn~'- e13Y ar ~~err gr:~rell~• ] o.~m ar sii# lo€un. Tlie su~il r~l cree- in ca]ar froiia da.rh brawii to rel]owisli brown. Clo-r EL [nd }irna hare nccuiiiulated aii the*botzom of the pebbles uz tlie ]ower suhsoil. The deptli ta the ggravel subsLmtum rnnges . fro]n 30tn i:r inclzes. -As imtchas 10 pereent of Gcrnje arezs consists of Sorg oa• Plivebe soi3= or af other Ga.rrison soils. This soil is fionierrliar excessively dsaiiied mnd 3Yas mad- erureJr 1'ap1d p2I'I11P,aI?i11T1'. lL l10ld5 abQUt 5 inahess af vrawT tl13.L pl&17tS CA31 11-4- It 25 Ea5rt' t0 'Si'ark. R{30t.5 penetrate to the laver of smnd. gravel', and cobblesr.ones. The fertrtalirr xs zneaiiun. Surfaae runoff is slow, aiit1 tize hazard of erosicrn is sliniit. A~ut 84 percent afthe aereaRe i-e cultara,tied; tl~e re._t is used far grazina, aiit] as farmst~ds ar su~urban ]ots. Most of tlie fLcreaCe is irrigafed. Irrigated are.as are useci for archard fruirs ajzd berries: cabhage. c6ni; cantalqup: cueumbera ce]err. and squaAi; n°lleaL oats; and barlet•: a1#aIfa fer littv: 6d ~-a~~ for Eeed and''p:isture. Drrlanc~ are.as are usea for •t~~e.tit. bar]er, and natire bunch*rass. Theze is no clifficultr in tbe use of maclxinerr, but the ga.ve1 i= linrd on tillane iinp3ements. All crapa eaeept - jetum~ respand iyitrogen. Some erops respond to ' s~fur,iaoroi~, ni~d p~iaspl~orus. (Capabilita-unii TIT~?; T~aamN- ru3ge sire: iYOr in a woodhzid pgroup) Garrison grarel iz• Zoam, 5 to 20 percent slapes lGg$;.- Thi.s soil bas a, surface la}•er u to 5 ii~clies ilii~»ier tlin~~ rhza of C~rricon ~a~•ellr lva~~3. 0 fo a percent slo~zer. Punaff is mecliunz.a~ld zlie erosivn i1lzarcl is nioderate. Tliis uai] is used in much the same wnr us +Gsrri--on gravrllr• ]anni. 0 to Z pei•cent slopes. (CnImbiiirr uiait ITYe-5: LaaDIr ran=e slte; 310t in awoot3land C•ou ) Ga.rrason v~er~• gra~°ell~' joam, 0 ta S percenfi s~opes [GmB).-This soi] 1iaG tliiianer. more ,-rnrellr surf~ce]u-%•er f.han Garrison =ravelly lanm. 4 iQ ;i percent slopes, ancl bolds DcEs tlinn iiiclaeE of trlter fliaf piants can iz,,e. Tlae gravelasc.n~.; e:~rre~ne ~rea~- oii till:~ge m~chinerr. ?~s mur~ ~ 3serceiat. of so~~ze aa•ens cansists a$ atlier ('rrirrisn~~ r~il~ ~Capabilirr uiiit lZ-e-5; S]xaZlotr i;inge sire; nat ina wanril;uid-rai~~a] Garr'mn s*ery stony ioam, Q'fo 24 pereent slapes JGn$i.-Thkc s!]ll lIOlds lQSS tha91 a 1kielaQS of 1eat2T th:LL p3ants can i:se. 7mid it ia raa sioiir to be cnlrirarer]. .As rnneb ss 3:; percent, crf some areac consisfs of otlier Garrason soils an(I as mtielt as ? pereent is rnnde ug ❑f Crnnite ' put.crops. T'hi,, cni3 ic w=ptl for rrizing . [Capnbi)it-%- ainit VIw-°-; Shallow raazge site: »at in a zroodansicl group) BOws~~ INFn MEIH«D (TEr~ AP sToRM DESr Gn~ ) PROJ-E,- _r a GAMC0601 DE1-EN7 IOh1 BA.~°sTN DESI GN BA5 T hl n P€7STDEV DE..~al1a¢VEF` OLSOIW PVL,lM~ER OF UF'YWELLS PPQPC.~SED ' DOTL : 1 4-,]un--95 ~ 0 Sinq1e [typ 2 Doub1e (type H) T.--.tal Area (call--. ~ (see H1 ) 4.38 Tirne r:tf C,e,nc. rcalc. J (see I-ii ) 5.61 f ~ompr-szte "C" (ealc. ) f see H1' ) Cy.4~'~ Time of Conc. (min' 5.61 prea t.Acre s) 4.39 ' Faertor i). 49 Impervious Rre~.~ (sq. ft. s : 8l6i) Vc-lLEY11P_ F'rovided 208 a 1515 storm: ;375 (Jutf1-Dw 6:fs) Firea a~ rr.~, ~•~a~t~+r Sry # 1 #a:' #3 44 #5 1#6 47 Ta.me Tztnc Tii'f:o- nszty 0 s~eva V in V F°-€.i1; atr=ra g e Zn=:.. Int. tmxn. ~ (apc. ~ (xn. /h,•. ) fc i's) 4C'l_l. fte r E~[j. f I:a 1 ~L.Ld. ft. ~ c0Lit f e*#2t s#5-46' 57. 6 ] 336. 36 tf7 G. ~J.~ 21938 672. 71 2,-,(n5 5 300 3.18 m G. 76 27 18 G- 0 C)- 21 11 R ~ 1 i a 60C) 2 e 4 4.76 3 4~.a~: 1 ~J~, ~e~ `r 1 C yC](1 1. 77 3.76 33 17 ._'C) 17 -:'C) 12 [x 1 a4,.i 3.08 1C) a.~ 2400 1 aF) 2, 1500 1.21 2. 57 41 L~3 :~~~)CHi r 1153 30 1 eo4] ta t?4 2. 2 1 4233 ;?C - CrC) 633 35 21 C.rs~) C-y. 1 I . 9 121 4284 42,00 311 '4c] ..'400 1a 7-T -438:' 4800 --4 L 7 45 21700 ;•-f• 1.57 .a -1 ~ (W 7rm 5() 3CM0 tJ . C"n, 1.45 -T z ) C) .`_i5 :31:300 s-yq 6't1 1 0 64E. FaLrfi L7 ECa 3f-t°a+_r 0 a C' J 1 ;0 481 ;F 7. ~3;? LS 2900 0.1 GCa 1 e 8 s:t 2 i 71JOr-a ~679 70 4Ca s=a. Se 1.23 533 :CI ,3 F10 s:y -308C) 75 4500 0. 5,6 1. 119 519•1- 9V00 sC, 0a 53 1.13 5537 9600 -~4~ ~G 3 85 5I0c) ().52 1.11 5 7 C, t, 10 0 ir --•1435 9() 5400 0.30 t aCs~~ ~a C-1 I OBc:rC3 -4'938 °15 5 lf]s~~ Cy . 6~~~5;? 114C,)0 ~-'~^4~ 1C) C) 6000 [:)g 48 1.02 6 *2 4 t r 12000 - J 76E 7 DRAI IVAGE F'ClhlD im OL_ CULATI C:►1~S Rt?ql.l l Yed C}Y c~~sy sWalE;.' pC,f Id atcwc7ge VC-ILU~t1? = fr~PC-fv a. 0Lts A re a y. .5 in. / 1 x n . ! f t. = l 173 -1_i . F t, „ p a~.-swxde d : 1515 cua ft e DRYWEL.L PEG,IS IRENIENTS - iC} YEAF: DCS C G€'d S7'C]PM May xrtium storaqe Y-eCEuired by Bc-wstr a.ng = 2265 +mua ft, prov xzied: ;33,75 ci_Eu ft. ~ ~ F4, I`IME Or CONCFhJTF'ATIOh1 (mariutes) I i (oVE`Y' I af`1Lj) Tc I g LIt t ~'Y 1 ~ ~ Y t c.~_a Ct = (1. I ~1 L 2, = 75( _1 _45 C) . 6 J I 1 3.5 WR 1 k 5 0.' 1 Q ~C1 c~) Ll (R ) = 30 Z2 = 50 I~I C A'r C~ d C~~ ~i - EX r;~ 1-{o••re. ~_a . ~3 ~'a . °~fc,~ 0 fl~~ r~ h}a+r~5 1 ~ 07 0.90 S(R) - i)w 02 n = C-) a C) 1F, ,L ca w h : a:'7 e:r, I C) s - 0. C)08 0 , 0f') [7 q 00 T c kA) Lo. 4G d = 0.317 Cl. 00 ~)a C)C1 7ot a1 A Gc.mp s, C" Li (Eq) _ [r Tc (qLi ) 5. 15 4.38 0, 49 N (B) c~r l"c C R+-B)- 0.46 • C! =C -tt- T -*A= 1. 5 Z' l"o: ctcet. ~ 5a6i Ore-sto F W 521 l- c [ Fs ) = r;a , Ca T nten s1 ty 3. (-)7 A = ~'e 686081 WP = 7 7. 00'71 F' 0.1581 V Z . 13 T i- ~t o t a Z 7 m ~ c I iTi v L~ YI ~'l I-f d ~ + TC ( g L1 t t[? Y~ I a= EQU1 5. 1 '1 Ti (rover° C and) = le t ~ ~ 1~.1. -~•f~1~5 a_~. a ~ •c~. 0 test ~ ~A 15 Ll - e...eflQt h c--rf OVe3" L a fld F I Hol d I.nC] 72 N f 3 t i C-n f r:lc t o}" f c.V C?Y I aP3d f I em,Sn' ~ 4 fs--;Y" aveY f-A[~ 'E? i~ I" ~1t"s~s ~w ia'YL'~i' ~ S- c`[ VeY t_~ C~ C 5lo~P F? C..+ f -l~ P 1" c~ T3 1~ f1~~'dd - ~ 7'~T iclU°~t C-i- t= L_engt Pi ( ft. ) IVeloc xty c fit ar /Gia B== Bc-tt om w s dt h oF guttL r or d-Ltt i~ Z I 1I-1V 2 r 5~ ---if c: Iro "a~ s I , ?p L=? +WEn e .m. f d 1t L.. ' 1 I"I vE.~ 1' sL=9 i~ ~ f cY o- a : 1c.pe tW r= , ce f J3 Ucf"[ d °dC_'pth ~i~ flim3W Zn gLAtteI' r C=:E~t7 mavCer erhE'+_-~ [?5b1171att= 4.71th Fl-Ce ° Ar ea Wetted parirr~eter Hydr au.l i., F'~-idius =P - r'1rpnAWeth:mcl I"'ef imet.or ~ Velocity = Ftc-W V-'~''lot tsf *A1' C? a n ^ 0.01E t ce Y is~ phalt -r-a 1-:-f'1 g1. Li CI I fl ~ ~ slope of gLt t-tE' Y BoWs"fF' I N~'~ METHOD (FIFTY YEA` S1"QRM DES! i3IV ) F'k'C3JECT„ GAh'!CO[ju1 DE"fEIVT IOIV BASIN I3ESY GfV BASI N. F'[JSIDE'V T?E5 Z GNEF' a C3LSON hJUMBEP E7F DF:'YWELL a F'RL7F'[]':"aEI3 I3{17Ee 14-Junµ-96 Sa n g]. e 4 t y p 17 O«L Ie (type Es ) Tc-st~.,1 Ar ea c c~.~ 1 ca ] c see F-! ia 4. '318 T'ame c-f C'onco i~al'~~ ~ (sem HJ' 5a t2 IW:CliT1p051t2 r`C~~ (CalC. 1 ~ 5t?e H I) [Y. 49 Txme c;f C-Dnc. [min ) 5 , 1 Area cAcres' 36 iM ~ ~actor i). 49 Itrrpervi-aut: Area [sq. ft, ~ 28 1 6C) Vc-l L4me F'r ovx ded 1535 flutfI'WIW (CfS) ` 2 Area 3k C'" Factrir 12 #k #2 #3 #k4 #5 #k6 #7 `CxmE--, 7ime Inteiisa.ty Ll rJet•. V zrI V oui: S1:ioracir~ fn l--. I nc. (Mlrl~ I Sac. ~ (a.ne Ihr . ) F~.f 9) c---u. Ff» ) (Emiie Fte ~ erU. ft.d } C#~. A x-f- K-#;.a'a t OLil: f . *#2) 5n l.; "310 7. q 9 4. 9e t`C• 3 9: e t G 14. °_~s T ~'''a~t=~ C, a :;os=) -1. a8 9.74 31'3 14 60c) 3314 1 E~ 600 .,~`;_l n 8C) 4792 121 C) [.1 ..2 .,J9.2 15 9C_1C_1 2a 4 7 15. 25 52,74 180~_1 73 4 f 4 ._'ff 12,00 1.98 4w .r L 54`DO 2,400 3090 215 1 3C)sr) 1.67 ;-3 . 5 5 5696 3000 2161-16 ^t a 1. 8 c=) 1.46 3. 1() Fi °=i ] 1 ~6 C) Cr ..-'s..~~ 21 00 1 . ,3, ~e1 a 76 s f_1 ~ . ~ 42100 18,91, 4i_1 240[..) 1.19 2.5t C,28 A..' 'IBC)[ j 1 '4 8 45 27s 1() 1 fl07 .2 . 1 63- ~ I1 3 5,400 97` i t!lt.) e:i[_700 1a 0C_1 2. 16 ff. 9 !:j C-i[) C1CD 1599 Fi 5 J',~ 3°_lEe) CY..'E4 1n4)6 6658 6 G C1C 1 11:3cr-S 60 :,1•600 0.87 1.85 6951 7200 ;4 19 F, 5 31900 C)0 8~' i a 74• t=a9k3i a 7800 -a.-,te) 7[r 420~~) C)e 80 1.70 7312 0 9340c°) --I C)PIt°r 75 4500 0.77 1 . G4 7536 13[=►C1o 1 eo 4&)is 7 5 1.59 7819 9600 -1781 8„ 51~,~ _i ~i ~ 7.._ 1 . J.: ! T 9 6 1025 f~..i ~ 'c'_,r..:~...1 130 5 4 0 C) Ca . 7se) 1.49 8190 Y C)BLrfr --26 ] C' 135 570o o. 69 1.47 85] 3 11 40C) - 2887 1~~)o 6000 s;a, 6 7 1 . 4~.' t3C~,43_4 12 Crc3C) 3]PAf NAGE F'[7NI"a Ai._ C(JLAT I C3NS RE~ qu1 1" ed g7' aS s°y+` ..~"a 41 cl le po{7 d stoti' age W ollA fIi e = Tmpere~ious Area ; .5 xnnl t.--' an.Ift. = 117:a cu. ft. Grassy swale pond volume pror•3ded 1515 cu. f t. DPvwELL PEOu z ~~~MENTS - 50 YR SraR'il h1~.~XxmLim st-Draqe reqi_ezred by Bowatriiaq 359~.` cuti i1:. p,-cvP'ci'(- 9 77C'1 Gm .4+. ~ ~ T T I"'lE OF 'r.01~~ ENfi RR"fi r ON 4 ma. nutes.r Tc (over land) Tc [gi3t ter s Areat; g=c t; Ct- 0.15 , Lb = 750 54n-e e--1-s Q. 65 i a,9-0 Z1 - 3.5 ~+Vr~ I k S 0.21 0.90 LI(A) e 30 Z2 = sC~ ~X"s+. 0. 1,8 0.90 N(A) 0.02 B C-a ~ e w 1. 07 [:1, 9c1 S(A) 0. 02 n = Cr . 016 j~ ca sa r1 2.27 0.10 s - 0.008 0.00 0.00 Tc (A) = 0.46 d = 0. 3672 (i , ()i ) 0.00 Ir! l, S.,l .L r'1 Ie,, 4_ 11 I Rp 11 tiY? 11 L...1 (B) fa T t (Cl L9 ) - 4.67 4.38 0.419 N(B) G Tc t A-i- Dg = s;r .46 G(B) 0 C!=i'*I*A= 'D. Ise 'T'c(tot. ) 5.12 C~(est. ~ - 13. 66 Tt t B'i _ C). 0C) Intensity 4.55 A ? A 6069,.~~'9 WP = 19. 70i )3 F' - 0.1831 zJ = .68 i"c- C~~~~ta1 r a °fc (over I ~nd ) + T-: c.AUtter , `f3: (gu) = 4 e 67 I"r tdswerland"r = Ct*(L1*N/c,-3 0w15)r,0w6a Cs~Dst ) = 9.~C, Ct = 0.15 L1 = LenQth of Over larrd F1 ow Fi~-ld anq = 26a 72, N = fY i ct1of3 fci cts°e r i-jf imi VeYland f1oW (.4 fi i Y zi vei' cl Q~' aY i..l 7 a a~'V eY 1 'a' ° cVeY age 5lc-~1G.' i~-'F i»-V~?Y' 1 c`1RC~ f~. trl~ - T-= kqutter') = l..ength c ft. ~fV~J.r~=x~~• ( ft. /seGW e ~IGO B = BottUrri width of qLctter c-r ditch 21 - anverse ---+f crc~ss slcipe t+ne of ditch Z2 - 1 f'f e1" 5e c~ f cY ti -c...~' .C.,f c' lope two +a+ f d1 ~cp'1 d de;-jbh c-f f 1ow 3. n q Utte7` (L-s 1; a rn ,-AtE~g --I-t eCE c.- St i maf: ithFloia ) Ar ea = d*B+d '212*~ r I -aZ2') Wetter perameter Hydraylic F'adaLis =R = Area/Wetted Per a.meter Ve1 oc- ~ t y = 1. 48G/n *R . FF,7*s ' . 5 FZ c-w = Ve1 oc x ty*Area n= 0.016 f._.r asphaI t s = ].onqxtudanal sl-Dpe Of qLitter WC) , ENGINEER' S REVTEW SHEET As sua[,T Pz,ANs REcMvED PT..AT FILE # r E- 1801 Hearmg Date I(]13011996 H Time Q; ~I Q H# 1 Related File # f 7_E-60-42 l Date to Review 1y Uesign Review Date 07125i1996 DR Time 2-15 Design keview #(]7R.pE-2QG-96 ) Date Received 0711511996 Large L.flts F~ Pr[]jeCt Nati7E AUSTIN AI]D No. Lots 15__ N[a. Acres 3.96 Range - Tawnship - Section SITE AUDRESS 5 4THIW PROGRE551E AI]ANdS PARCEL 45231.1621 Applicant's Narne DAVID EVANS & A55QC Phone # 928-7569 Address l](1 V4I CATALGO Phone 2# SPDKAiV'E W Ei 99201 FLC7Q0 ZCINE No W 4 S 5 SGhvol 356 Date Cenditions Mailed Billing Name Owner GARY AUSTIN Engineer KERREL BELL Address Address 15966 E SPRAGUE '~omPanY DAVID EVAIVS & A55DC INC . YERADALE WA 99037 Address ] 1Q WCATAI.DC3 AVE Signed Phane 92$-3303 City SPOKANE,`NA 992[]1 ' Phone Phane1FA){ {509)327-8697 FAX (509}327a345 l7aie Building Contact Person: STE`IE DAVENPOR'I` Phone # 456-3675 `Date SubmiTted I Tlescription 3xsitials ~ I]ATE FEES RECEIVED 1! C7ATE PRTDRI'TY FEES RECEIVED CQPY 'L'O ACC[]UNTING FdNAL PLAT FEES COMPLETEII & COPY TO ACCD[JNTIN NOTICE TO PUBLIC # 1 3 4 fi CaMPLETED -OR NEEL75 TO BE SI~`iNED DE5IGN DEV1ATION SLIBMITTEDIl)ATE COMPL,E`Y`El] - MAILED ~ AT."CERATIC}N TO PLAT - BLOCICS & LC]TS SC7lVD Q[.IANTITIES FpR I]RAIP+iA,CE iTEM CALCllLATEl? DATE $C]NI3 kECEIVED - BQND AMQCINT RECEIVED 1JATE BOND ItELEASET) - DATE AS ST..IILT RD PLANS 1iEAKING EJfATVI V APPROVED )EN1EI7 'YEA].E13 f3CC ~ _ APFEALED &RC77ECT 4LPPROVEI] ~EMZEI7 STAMPEa MYLARS TO PERMZT SECHNICIAN (SYI.1S[.1ZANNE} , " S'I'AMPED 2178 LOT PLANS TO ADMINTSTRATTVE ASSISTANT (SANI]Y) _ ~'~r~~ ~e.d.~ d~ _.~~a ~ ~'CIA ~U T-~f P Vw.~~ ~ ~ ENGrN'EER' S REVIEW SHEET" AS BL1I[.T PLANS RECETVED - DR PLAT FILE # PE^ - Related File # f ZE-60-42 ] AARD # f ORPE-206-g6 1 Dare to Review # T]ate to AA &DR 071251 1996 Time 2:15 f date Received 071I5l1195 ' ProjeCt Name AC.TSTIN AI]D Nfl. 1.ots 15 No. Acres 3 96 Raage - Township - Section 45231.1621 SITE ADDRE.C1.~ ~ 4TH/W PROCrRESSfE a~DAMS PARCEL Applicant's Narne DAYTD EVANS & AS5C7C Phone # 928-7664 Ad'dregs 110 W CATALDD Phone 2# aPC)iCANE WA 99207 FIAOD ZaNE ATo W 4 S 5 5chool 361 I7ate CondiCions Mailed $111ing Name, C]wner }tY Ai]STJN Engineer KERREL BELL Address Address 1: 905 ESPRAGUE Company DAVID EVANS & ASSCIG INC ERallALE WA'49C137 Address 110 W CAZ'ALI7OAVE city SPOKANE, W"A 99201 5tgned ~ Pharie 9.18-3303 PhanelFAX (549)327-8637 FA,X (509)327-73 Fhcrne Date Suilding Cantact Person: STEVE l3AVENP[)RT Phane # 456-3675 Date Submttted ~ Dcscriptian Initxals ~ ! d DATE FEES RECET'VET] I 1 DATE PRTC]RTTY FEES RECEIVED COPY TO ACCOU1tiITING 1 1 FI]vA,L, PT,qT FEES CQMPT.ETED & C[7PY TO ACCOIlNTIN - f 1 NDTICE TO FCIBLTC # 13 4 6 CO1V. PLETEI3 - C7R NEEQS TO BE SIGNED UESIGN DEVIATTClPd SLIBMTTTED~ATE COMPLETEQ - MAILED 1 ! ALTERATI(7N TO PLAT - BLOCKS 8c LC7T5 BQND QUANTITTES FC7R 1?RAiNAfE ITEM CALCULATED 1 f DATE BQNll RECEIVEI7 - B(]ND A VIOLF1ti1T RECEIVED DATE BaNT7 RELEASED - I3ATE + BUILT RD PLANS _f 1 1 HE4ItIl+IG EXAM APPROVED ]EFVIED 'PEALEI7 SCC A1'YEALEL7 PRL77P.CT APPAQVENIEB I 1 1 STAMPEID MYLARS TO PERMIT T~CHNICIAN (SYL15i7ZANNE) 1 ! STANxPP-L] 208 L{7T PLANS TO AQ41NTSTRATI'VE ASSISTANT (SANDY) I ~ - 7-4 1: f c-(-, 15TI . ~ . I I ! ~f ~'7' C.J ~ ~EFURE THE SPOKANE C[}UNTY DIVqSION OF PLANNING nv zIIE MATTER OF A+r ExrENSIoN uF TnvvIE ~ ANTENDED - 1tEQT7EST FOR PE-1801-961'LE-34-96, AUSTIN A]]Ill'TION,) F'INUINGS UF FACT, AN APk"'R[}VED PRELIMTNARY PLA►T AND ZONE ) CONCLLTSIUNS AND RECLASSMCA,.TIUN F`liOM T]RSAN RESII}EN'TIAL - ) DECTSTON 3,5 (LrR-3.5) Ta vRsAN REsm~~~ ~ 7 (UR-7) ) THIS MAT"I'ER, a request far an extension of time from Gary Austin has been receided and decided upon, pursuant to Sectiun 12.100.11$ ofthe Spokane Cnunty Subdivision OrdinanGe a3nd RCW 58.17.140. FINllMCtS +aF FACT 1. The inclividual signing belov, has been pmperly delegated the responsibility for rendering this deoisian by the Spokane County Directar of Planning. 2. The ariginal deVelapment praposal included a prelianinary plat to subdivide approximately 4.02 acres intfl 15 Zots fvr single-family resiaences and a znne reclassification from Urban Residential - 3.5 (LR-3.5) to Urban Residentiat - 7 (UR-7). 3. The subject preluninary plaClzane reclassification was approved by ttie Spoka.ne Cguntyr Hearing Exarrviner on April 21, 1997 wi#h an initial approval period of five (S) years, specifically tn May 1, 2002. 4. The time extension request was timely filed as required by Section 12. 100.1 1$ of the Sppkane County Subdivisian Qrdinance and as specified in the prior Hearing Examiner decision, haVing heen regussted on February 26, 2402. 5. T'fie proposal is generally tocated sauth of and adjacent to 4`hAVe., appraximateiy 400 feet west of Pragress Road in the NE ~Ia af Section 23, Township 25 N., Range 44 E.W.M., 5pokane Gounty, WA. 6. The existing zaning of the property described iri the application is Llrban Residential-3.5 (L]R-3.5), previously established as Agricultural [A] in 1942 (ZE-60-42), reclassiiei as Urban Residential-3.5 (i1R- 3.5) on January l, 1991 and retained as Urban Residential - 3.5 ([JR-3.5) Qn .Tanuary 15, 2402 pursuant to adoption of the Phase IDevefopment Regulations (ltesolutian #2-0037). As cvnditioned, the subject prvpasal will confornn ta the requirements ofthe proposed Urban FZesidential-7 (UR-7) zane. 7. The Camprehensiwe Plan designates the subject property as Low Density ResidentiaP. The Comprehensive Fian designativn changsd frotrc Urban to Low Density Residential with the adoptian of the Phase T Develcrpment Regulafiions on January 15, 2402 {Resalution #2-0437). As conditianed, the subject prnpcasaI is compliant with the Low Dsnsity Residential categary of the Comprehensive Plan. 8. T'he subject site is located entirely within Che i]aban Crrawth Area (UGA), as adapted puirsuant ta the Phase I Development Regealatians on ]anuary 15, 2002 (Resalution #2-4037). 9. This is the first reques# fur a fitne extension. The tQ#al life of this preliminary p1at has been approximataly five (5) years since the preliminary plat{zone change was approved by the Spokane County Hearing Examinea an Apri121, 1997. 10. Spokane County has established speGiSc criteria for considering the extension of time far the expiration of preIiminary subdiVisions. These criteria are found in Section 12.100.118 of the S}ankane County 5ubdivisian Ordinance and haVe been used as a basis fcrr this decision. Sectian 12.1 00.116 states, "AppstiVal of a prelirtainary subdivision, large lat subdivisions, short subdiVisions, and hinding site plans shall autvmatically expire five years after preliminary apprQval is grxnted unless a time extension is appmved for the project." Seotion 12.100.118 follows with "The Director may administratively approve an extension provided there are na significant changed conditiqns which would render filing of the plat or binding site pZan eontrary to the puhlic heatth, saf'ety vr geaneral weIfare, and further provided one or mnre of tfie folIawing circumstances is founrl to agply." The foTiawing are the retevant sectians of Section 12,100,118 and the Diviaina of Planning responses. I. That same portian of the exasting preliminary subdivision or binding site plan has been finalixed since the praject vvas approved and the retnainutg lats would form a unified development consistent with the original approval; RESPCINSE: No portion of the preliminary subdivision has been finalixed since the project was approWed to supgart the present titne extension request. Aus#in Addition - P& I 80 I-961ZE-34-96 1 ~ 1~ S ~ i ( 2. That the pzeliminaty subdivision, short subdidisian, or hinding site plan remains generally consistent with original plat tar binding site plari that was approved, and the sponsor has taken suhstantial steps toward finalizing the plat or binding site plan, which shald include one, but is not limited to, the follawing: a) 5urveying the Iots within the devetopment; b) Arranging for gubiic services to the site; c) Obtaining necessary financing far a11 ar a portion of the preliminary subdivisian, short subdiVision, or binding site plan; d) T'he cornpietion of studies or other requitements which were part of preliminary subdivision, shart subdivision, ar binding site pPan approval; IiESPQNSE: The pmpased preliminary plat remains cansistent wi[h the original preliminary plat of record - agprnved by the Spakane County Heaaing Examiner on April 21, 1997. Tiie ownerlapplicant states in the time extension application that he has been explaring sewer extension aptions with neighbars and refining construction cost estimates. Tn addition, the awnedapplicant has tnet with Spokane Gaunty Divisipn of TJtilities to inVestigate future sewer extensians fQr the area and has imported material ta improVe the prafile of a future sewer line. 3. That at the tune preliminary approval was granted, development of the proposal was conditioned upon the extension of public serviees which are not yet available. This pruvision shall nnt apply to public utility extensions which the project sponsor v►rnuld normally frand, RESP{]NSE: Nnt Applicable 4. That administrative delays ha.ve caused the inability of the appaicant to finaIize the plat within fhe fve (5) year time periad. RE5P0NSE: Tfze ownerlapplicant has npt identified any adrninistrative delays that have caused the inahility of the applicant ta fmalize the plat vvithin the five (5) year tirne period. CCINCLUSTQN BASED LTPQN A REVIEW of (a) the criteria for approving an extensian of time for a prelirriinary plat arzd (b) the abnve Findings of Fact, the fallowing conclusian is anade: The appIieant has demonstrated pragress taward completing the final plat as identified under Item No. 2 abave relating to the canstructiora of sanitary sewers. DEcrsIoN BASEI) UPON THE AT3QVE Findings of Fact and Conclusion, a first extension of time for Austin Additian, PE-18[}1-9612E-34-96, is hereby APPROVED far thaee {3} years until May 1, 2005. CDNY]YTYUNS QF AP°PRDVAL PreVious canditiQns of approval are recited verbaticn from the foldowing saurces: 1) SpoIcane County I3earing Examiner I)ecision - April 2Ist,1997 Language additionslreuisions tn the nriginal conditions are shown in italics, deleted Panguage nr aonditions ara shawn in e, and wholly new conditions fallow the originallrevised conditiQns of approaal. Whenever the "New +CQnditions of Approval" replicats qr conflict with the prior existing conditions of appraval recited abave, the "New Canditions of Appmval" shalI be contralPing and shall amend andlor replace the terms and intent of the origina£ conditions. sPOKANE CavrrrY nIvisIarr vF rLANvnvc Drigiaal and Revised Canditians 1. The subject proposal shall compIy with the LTrban Residential - 7([Ilt-7} zone and other applica8le Zoning Code chapters, as amended. 2. The final plat shall be dssigned substantially in conformance with the preliminary plat of record. No increase of density nr num6er of lots shall occur without achange of condition applicatian submittal and approval. 3. T'he ❑ivisivn of Building and Plantting Dixectorldesignee shall review any proposed final plat ta ensure ceampIiance ►'vith these Findings and Conditions of Apprnval. RE'VISED Austin Addition - PE- 1$01-961ZE-34-96 2 F 1 , 4. A~'inal pdat narnefnumber shall be indicated befare the finaP plat is fiIed, such rcamelnumtser ta be approved by ttte Dit+ision afBuilding-an Flarnning Duectorfdesignee. RETrISET1 5. Appropriate raad name{s} c,nd street addre,sses for each dot shall be indicated on the,frnrxl pdat REVISED fa. , , • .1?ELEaTEU 7. ApprQpriate utility easernents shalI be indicated an copies of the proposed final plat. Written appraval of utility easerrients by apprupriate utility cerrnpanies shall be received with the submittal of the final plat. 8. The finat plat map shafZ irtdicate by a clear, dashed tine the required yard setbacks fram aIl private or public rQads. 7'he tladiaation sha11 contain the follawing statement: °'Side yard and rear yard setbacks shall be determined at the titne buiiding perinits are requested unless these setbacks ar+e specifcatly drafked fln this final plat. The setbaclc.s indica#ed on this plat may be Varied from if prnper zoning approvals are abtained." 9. 44F@o (3) Faur (4) current eertificates of tifls shatt be furnished to the T?iuision of Buildingand Planning prior to filing the final plat. REVIS'ED 10. Prior to f Iing of all or a portian of the final plat, the appiicant's susveyor shaIl submir one or more maps vutiined in red of the area being finaliaed. The scale shall match the apprapriate assessnr's map scale. V . s • •z4er r , Y , . DELETED ?2. _ f . DELETED 4-2. . " s , the , ~ "?•tgF ,oiy f_e " DELETEI) -11'.. _ „ 'QttOF, u F! . D1LiLEE El1 15. The plat dedication shall contain ttte following statennent: "Lat(s) 6, 7, 9, a.nd 10 are lacated on a tempnrary+ cul de sac. Tliis temporary cul ae sac may be extended tcr provide access to adjacent propertyy+ andlor connect to sxisting roads ar new roads as dedelopment andlor circularion needs dictate." 16. A survey is required prior to the filing of a final plat. 17. Upan filing the fnal pIat, nr a portion thereof, the xone reclassifieatian af the final ptat area shalI be fnalized, and the existing zone classificatian shall be changed to [,Trban Residential - 7(llA-7) cnnsistent with tFte propased zaning apprnVed with the grelirninary plat of record. 18. Prior to final plat approval, the area on the preZiminary plat tabeled "non-buildable area" shall be aggregated inta an adjaeent paresl ar lat in canforrnance with Spokane GQUnty Subdivision regulations. New Candi#ions i. Subsequent tune extensians for Qne-year periads shalf compfy with Section 12.100.118 of the Spakane Caunty SubdiWisian Ordinance. Pursuant to sucfi provisivns, the appPicant shaIl submit an applicatiQn form Avstin Addition - PE-184I-961ZE-34-9fi 3 ~ - - and supparting data far a one-year tune extension to the Z}ivisian of Planning nat iess than thirty (30) days priac ta the expiration of the preiiminary pIat, and no later than April 1, ZOflS. SPQKANE CQUNTY DIVISI+DN OF ENGINEERiNG ANA RQADS [3riginal and Revised Conditions i. That canditional appsaval of the plat lsy #he County Engineer is giVen suhject ta dedicatian of right-of-way and approval of the road systerri as indicated in the preliminary plaf of record. 2. Zhat , final ; . DELETED 3. . I)ELETED 4. Constructian with,in the proposed pezblic stre.ets and easements shalP he perfarmed under fihe direct supervision of a licensed engineerlsvrveyor, who sfiall fumish the County Engineer with "As Bui1t" pIans and a certificate in writing that all smprovements were insfalled to the lines and geades shown on the approved constructiQn plans and that all disti,u'bed mnnuments have 6een repZaced. 5. No construction wnrk is tn be performed within the existing or ptopQSed Public right-af-way until a permit has been issued by the Caunty Ettgineer. All work is subject to inspecti4n and approual by the Cvunty Engineer. 5. AIl eonstcuction within the existing or proposed Public right-of-way is to be completed prior to filing the final plat ar a bond in the anzount estimated by #he County Engineer to caVer the cost of constnuction of improvements. Consiructinn certificatiQn, "As Built" plans and manumenting the street centerlines shall be filed wit.h the +Counly Engineer. 7. That appropriate pravisinn be made thaC the foilowing described property be held in trust until the continuatian of the streets he dedicated or deeded: A 1$, strip at the ends ar edges of all streets that terminate or bvrder the plat boundary. (Temparary cul de sacs are required when streets terminate at the plat boundaries.) 8. The applicant sh❑uld be advised that indrvidual driveway access pernaits are raquired prior to issuance of a huildang permit fcrr driveway approaehes ta the County road system. 9. Dedication of 2.5 feet of additionai right-af way atong Fourth Avenue. 10. Dedication of 38 feet of right-of-`vay for tlie interna2 public rQad. 11. r,t;indnrds. DELETED 12. 'I`hat all public roads within the glat be designed aatd constructed ta Spokane County standards. 13. The CQUniy Engineer has designated a Lacal Access Roadway Section for the improvement of internal roaci which is tv be constructed wi#hin the pmpased develnpment. This will require the insta.llatinn of 30 feet of asphalt. The r.onstruction of curbing and sidewalk is also required. 14. Tfte prnp❑sed plat shali be improved to the standards set forth in Spakane Caunty Board of Commissioners Resolution No. 05-0492 1-029$, as amended, which establishes regulations for roads, approaches, drainage and fees in new constrttctifln. R.EYIS'ED 15. The Caunty Engineer has examined this development proposal and has deterrnined that the impact of this praposal upan the existisag County Road System warrants the dedication of additipnal Right of Way and the raaciway impraWements herein specified, 16. . , . . .UELETED 17. applir.ant's 7 ' I)ELETEII Austin Additinn-PE-180 1-961ZE-34-96 4 r , 1$. The appticant shall gra.n# appIica6le 6order easements adjacent to Spokane Ccaunty Right of Way per Spokane Cou,nty Standards. 19. The applicant is advised that approval Qf a design deviatian is reguired for using easements as a prsrtion of the temporary cul de sac design. New Canditinns 20. A Professional Engineer, Iicensed in the State of Washington, shall sutamit final road and drainage plans, a drainage report and calcuiatians that conform to the 200I Spakane Caun#y 5tandards far Aoad and Sewer ConstruEtivn, the current edition of the Spokane Caunty ~'ruidelines fnr Storrnwater Management, arad alI ❑ther standards and laws that are applicable to this projeat. The #inal plans and report shall receive the County Engineees acceptance prior to release of a cvnstruction or ksuilding perrnit Qr apprvval of the final plat. 21. "The applican# is adaised that there may exist utilities either undergraund ar overhead efFecting the applicant's praperiy, including properiy to be dedicated vr set aside future acquisitinrt. Sp4kane County will assume na financial nbiigation for adjustments or relaca#ian regarding #hese utilities." "The appIirant should contact the applicable utilities regarding responsibility fQr adjustmenfi ar relocatian costs and to malce arrangements far any necessary wark.,, 22. Erosion Contrai: A Temgnrary Ernsion and Sedimentatian ContiraI (`T'ESC) pIan shall be prepared by a WA State ticensed Professicsnal Engineer and implemented throughout the duration of constructian. The TESC plan is to be prepared using bes# management practices (BMP's) currently accepted avithin the Civil Engineering prafessian. The TESC plan is to include, at a rninimum, a grading plan, Zncatian and details af silt contrvT struetures, and street cleaning pmgram. Itunvff from exposed areas shall be filtered priflr to discharging into a detention pana, swale, infiltration facility, or natural drainageway. The TESC pIan is to be incIuded in the mad and drainage plans. The applicant's Engineer is to submit the TESC plan and supporting calcexlations to 5pokans Caunty prior to site disturbance. 'I't►e 7'ESC majar structures (such as silt ponds, silt traps) are to be instaHed priar to other site work and the TESC measures are to be implemented and maintained throughout the duration 4f cons#ruction, including house construction. 23. Any part nf the drainage system that lies outside af the pubIic right-crf-way will neither be maintained nar ❑peralted by 5pokane County forces. Prior to plan acceptance by the Ccaunty Engineer, the 5pansor shall provide a mechanism, acceptable to the Cvunty Engineer, for the perpe#ual maintenance of the sCorrnwater drainage system. This mechanism shall xls❑ pravide for the funding of routine maintenanee and the replacement of the various camponents of the drainage systern at the end of the service lsfe of Ehe respective companents, and any other imprnvemenks that cnay be legally required in ihe future, An Operativns and Maintenance Manual for the stormwater management system shall be prepared by the Sponsor's Engineer, and included in the project dacuments submitted to the County Engineer far acceptance, along with a discussion of the desEgn life Qf the rrarious companenfs, a calculated annual cost for repair and maintenance, and a calculated replacement cast. Homeowners Assaciations are accepted by the 5pokane County Enginser for carrying aut the required maintenar►ce func#ions and responsibilities. 5vecial Nate: T`he Phase I - Development Aegulations - Attachment A - Section TV (B) (2b) -Stat.es that the ftrst renewal vf this glat is exempt frorn concurrency review, h6wever, futtire time extensions will require reaiew by the Spokane County Division of Bngineering for concurrency with the Spokane Caunty Comprehensive Plan. 5P[]KAANE CUUNTY DIVISIDN OF VI`ILITIES OriginaI and Revised Condififlns 1. The Dedicatian sttall state: The +Dwner(s) ar Successors(s) in interest agree to authorixe the Cvunty to pFace their name(s) an a petition for the forrriation af a LII,IL] by petition method pursuant to RCW 36.94 which the petition includes the Qwner(s) property and further not to ohject by signing af a protest petition against the fcrrmation of a ULIL7 hy resalution methad pursuant to RCW 35.94 which includes the Owner(s) praperty. PROVII]ED, this condition sha11 nat prohibit the dwner(s) or Suceessor{s} fram obaection to sny assessment(s) on the pmperty as a nesult af improvements called far in conjunctian with the formatian of a ULTD by either petitian or resolutinn under RCW 35.94. 2. A wet (liVe) sewer cnnnectian to the area-wide Public Sewer Syscem is to be cQnstruucted. Sewer connec#ion permit is required. 3. Applicant is required to sign a 5evyer Conneetion Agreement prior to the issuarice af permit to cannect. 4. Apptica►n# shall subrnit expressly to Spokane Cournty 7C]tilities Deparrnnen# "under separate cover," only those plaut sheets shawing sewer plans and specif catians £or: Public Sewer Connections and Facilities for review and apprnval prior to #he finalizatian of the prvject andlor the issuance of permit to connect. Austin Additian - PE-1801-9b1ZE-34-9b 5 r . , 5. Seeurity shall be depvsit.ed wi#h the Utilities Departmemt for construction of: Public Sewer Cattnectiarts and Facilities prior to the finaliza#inn of the project andTar the issuance of the permit to cannect to the Public 5ewer System. f. Any water service for this prnject shall be proVided in accordance with the Coardinated Water System Plan for Spnkane County, as amended. New Conditians , 1. As per the 5pokane County Zoning Cade Phase One Develapment Regula.tions the dedication shall state: Pu6tic sewers shall he canslpructed ta pt'ovide for the connection of each parcel ta the +County's system ❑f sewerage. Uses on praperties within the pmject shall be required to connect to tfie sewer and pay applicable charges ger the Caunty Sewer Ordinance. Sewer connectivn permits shall ke required. 2. Applicant shall sukrmit expressly to Spokane County Divisian of Utilities "under separate cover", vnly thase plan sheets shawing sewer plans and specifications for the public sewer connections and facilities for review and appraval. Commercial deVelopments shall submit histvrical arnd or estimafed water usage as part of the sewer plan subm ittal. 3. Sewer plans aceeptable ta Ehe I]ivision af Utilities shall be subrnitted priur to the fnalizativn of the project. 4. As per the Spokane Gounty Zoning Code Phase Dne Develapment Regulations, security shall be depasi#ed with the Division af Utilities for the constructiQn of the public sewer connection and faciIitiies far the prescribed warrarxt}+ perind. Security shall be in a farm aeceptable to the Division af Utilities and in accordance with the Spokane Gounty Sanitar,y Sewer Drdinance. 5. Arrangements for payment of applicable sewer charges must be made prior tn issuarice Qf sewer cnnnectian perrrrit. Sewer eharges may include special connection charges and general facilities charges. Charges may be substantial depending upon the nature of the development. SP(lKAN'E IZEGI4NAL HEALTH DIST1tICT vriginat aAd Revised Conditions I. The final plat shall be desig►ed as indicated an the preliminary plat af reGard andlor any atta.ched sheets as noted. 2. Apprapriate utility easements shall be indiaated on capies af the preliminary plat af record for distribution by the Planning Departrnent to the utility companies, Spokane County engineer and the 5pokane County Health+ District Written approval of the easements by the utility companies must be received prior to the submittal of the final plat 3. Sewage dispasal methad shall be as authorized by the Diaeator of Utilities, Spvkune County. 4. Water service shall be coardinated througti the IDirector of Utilaties, Spokane Cflunty. 5. Water service shall be by an existing pubIic water supply when apprnved hy the ktegianal Engineer (5pokane), State Uepartment afHealth, 5. Prior ta filing the final plat, the spansnr shall demonsbrate tv the satisfactian of the Spokane Cvunty Health District xhat an adequate and patabie water supply is available to each 1at of the ptat. 7. Prior to fiing the finaI plat, the sponsar shall present evidence that the plat lies within the reeorded service area of the water system proposed to serve ths plat. 8. A public sewer system will be made available for the plat arid indiuidual service will be proaided tn each lot prior to sale. Use of individual on-site sewage disposal systezns shall not he authvrized. 9. A staternent shall be placed in the dedication ta effect that: "A public sewer system will be rriade avaiIabte for the plat and individual service wi1I be prauided to each lot prior to sale. Use of individual on-site sewage disposal systems shall not be authorixed." 10. The dedicatory language on the plat shall state: "L]se of priVate wells and water systems is prohihited." 11. The final plat dedication shall cantain a staternent to the effect that: "The public water system, pursuant ta the Water Plan approwed by county and state health au#horities, the local fire protection district, Diaision of Building and Planawng Cvde Enforcerrterrt and water purveyor, shall be installed within this subdiVision, and Austin Addition - PE-1$01-95lZE-34-96 6 r . the appIicarit snall grovide for individual domestic water service as well as fre protection to each lot prinr to sale of each tract and prior to issuance of a building permii for each lot." REVISED New Couditians None. SPQKA.NE C[3'f7NTY AIR PULLUTIC)N CQNTROL AUTHORiT'Y ariginal and Reviused Cnnditions 1. All applicable air pollutign reguIations must be met New Canditiuns None. CENTRAL VALLEY SCHCIUL DTS'FRICT Original and Revised Cnndi'nns 1. The otivner shall negotiate with Central Va11ey Schaol District and submit a recnrded copy of a vQtuntary agreement making provisivns far public sahonls prior to finalization and recording of the plat. The agreement shall praVide a written description of the subject property to which the agreement applies and also state the dollar amount and any ather agreed to mitigating measures. The owrier shall alsu notify and potential purahasers wha haVe made an agreement ro purchase praperty w'tthin said piat pursuatt tQ tl'ie ReVised Code of Washington (RCW) 58.17.205, that adequate prar+isinns for schocrl faailaties must be made cvnditioned on afuture agreement between the plattor and the schoal district. Voluntary agreements between the owner and schnol distt'ict shall conform to the requirements of RCW Chaptea 82.02. New Canditiona Nane NQTE: No other new ar revised cnadiNons of approval were requested by tbe rreviewing agencies listed below. CTnder state law and county ardinance, yau have the right to appeal this decisian ta the Spakane County Hearing Exwminer. LTpon receipt of an appeal, a publio hearing wiI1 be scheduled. Ta file such an appeal, you mus# suhanit a letter along with the appropriaCe procassing fee payable to the Spnkane County Division of Pdanning; within fQUrkeen (14) calendar days from the date fihis +decision is signed. If yau have any questians, please call #he Spakane Caunty Uivision of Planning at 477-7200. DATED THIS lst DAY of MAl', 2002 ~ Jason Langbelin A racia#e Planner C: Spokane Cottniy Div ision a£ Engineering and Raads, 5cott Engelhard Sgoka.ne County Divisiqn of Engineering, DevePopment Services; 7vhn Hahman Spokane Caunty Division of Tltilities, Water Resaurces, 3'im Red I7iVisivn of Utiiities, Stvrmwater Lltility, Brenda Sims Sp❑kane Regional Health District, Steve Holderby Spokane County DiVisian of Building and Code Enforcertaent, ,Ief#'Fvrry Spolcane County Air Pnllution Cvntral Authurity Central Valley Scho41 District Nn. 356 Vera Trrigatian ~']istrict Na. 15 5pokane County Fire I7istrict Na. l Gary Austin, 14310 E. 4`h Ave., Spokane, WA 99216 File Aust.in Addition - PE-1$O 1-951ZE-34-96 7 DrTERMiNATxaN aF r~ONsrcNIFIcANcr - "nnrst, SPOKANE C[)UNTY DTVTSION OF F3UIT.J]]ING ANT3 PLANNING RESPUNSIBLE 4]rFICIAL, JAMES L. MANSON, DIRECTOIt WAC 197-I 1-97€l and 5ection 11. 10. 23 0(3) SPQKANE ENVIRC]NiVIENTAL C]RD1NANCE rILE NUMBER(S): FE-1801-96; ZE-34-96 I)ESiCItIP'TIQN OF PRUPCISAL: Preliminary plat of Austin Additian and Zone Reclassification frvm IJr'ban Residential-3.5 (UFt-3.5) ta Urban Residential-7 ([JTt-7) to allvw 15 residential Iots vn fvtir {4} acres. APPLIiCANT: ..f,'iary Austin 15906 E. Spragtde RECEIVED Veradale, WA. 99037 (509) 928-3003 OGT U 8 1996 C3wner's Designated Contact: aavid Evans &Assocaates W4 EMMUM& Ron Hand 110 W. CataIdo Spakane, WA, 99201 (509) 327-8697 LOCA'I'I[]N OF PROT'[]SQI..: Generally lacated south of and adjacent ta 4`n Avenue, approxymately 4[}0 feet west af Progress Raad in the NE of 5ection 23, Tawnship 25 N., Range 44 E.W.M. LrAI7 AGFNCY: SPQKANE CC_?LTNTY x7IVISTUN ~`3F BL]IGDTIVG AND PLANNING I]ETERMIniATION: The lead agency far this propvsal has determined that it does nat haue a probakale significant adverse impact vn the environment. A,n Environmental impact Statement (EIS) is nnt required under RCW 43.21 C.030(2)(c). This decisian was rnade after reuiew of a completed envirvnmental Checklist and other information on file with the lead agency. This inForrnation is avaelable tQ the ptiblic on reqblest. This DN'S is issued Ginder WAC 197-1I-340(2); the Iead agency will not act vn this prapasal for at least 15 days from the date issued (below). Comments regarding khis UNS riaust bc sulamitted na latcr than 4:00 p.m., Octaber 2$, 1996, if they are intencled ta alter thc DNS. AIl C(ifillTlQ',iit5 SI7f1lIld bC SCIif tU thC CUntact peI'Sl)rl I1SCCd bCloW. By: SteVe L7avenport; ATCP Title: Planner II PhQne: (509) 455-2205 Addsress: Spokane County Division af Bui9ding and Planning (M5-F'} West 1 026 Broadway Spakane, WA 99260 DATE iSS'#7EIl: 0fi7~i5=~~41' 1995 SIGNATURrv`~)41-- - u CC7MMENTS REGARC3ING ENVfRONMIIYj'AL C7aNCERNS ARE V4!ELC.'QME A7T'IHE HEARIiVG. #####~#~###~##~####~##k#~#~###~##############~##~##~#~####~########~#~#####~##~# AFPEAT_, [)F THIS UETERMINATTON, after it becornes Fnal, may be made to the iF'OK,P►NE COUNTY DIVISI[JN UF BUILQING ANQ FGAIVNINCr, (MS-P), l st Floor, West 1426 Broadway, Spokane, WA 99260. `Y'he appeal deadFtne is the same as the above project`s appeal deadline, being ten (10) calendar days after the signing of the decisian ta apprQVe vr disapprove the project. This appeal must be written and the appeplant sliould be prepared to make specific factual abjectiuns. Cpntact the DiVisian of IIuilding and I'lanning to assist you witli lhe specifics far a 5EPA appeal. This DNS was mailed to: I . WA 5tate deparCment of Fcology (O2yrnpia 2. • 3. Spokane Caunty Divisivtl ak' 4. -tiIities; 1m Red 4. Spokane County Health Uistrict; SceVe Hvlderby 5. Spokane County Air Pallution Cantrvl Authcarity b. Spokane County Diuision vf Parks, Recreation and Fair; Wyn IIirkenthal 7. Spokane County Starmwater Utility; 5teve Warley , 8. Spokane Cot2nty Qaundacy Review Bvard _ 9. Spokane Regional Transportatian Ccruncil 10. Spokane `X`ransit Autharity 11. WA State Department af'I'ransportation 12. Fire Protection Distriet No. I 13. Central Valley Schvol Qistriet No. 356 14. Vera WaEer & Povver SPQKANE C(3UNTY I~IVISION OF BUII~~~~G AND PLANNING PItELTMINARY S[.IBDZVISICIN A1V13 ZQNE ItECLASSIT'ICATION APPLICATIeQ~ ~ART Z A. GExERAL YNr~RMaTIOni NAME OF APPLICANTIRE PRESENTA'T11AE: Gazw Austi.n c/❑ David E~ians and Associates, Enc M,qILCNG ADL]RESS: 15906 East SDraque W 110 C:ataldr, Spo)cane,wA 99201 CTTY: Veradale ST'ATE: WA ZIP: 99037 PxvNE: 92e-3003 (Work) 928-7669 (nome) IF APPLTCAIVT IS NUT (JW1VER, YIdCLUI]E WRITTEN O1VNER A'[JTHORIZATION FDR APPLICAN iT T[] SERVE, AS REF'RESENTATTVE. LEGAL (3WN'ER'S NAME: Ga-zY Austin FHCINE: 928-3003 MAILriVG ADDRESS: _ 15906 East Sprague rd l PROJECTlPPtOFOSAL SITE AREA {acres oe sq. it) 3.96 Acres 1 Af]7ACENT AREf4 (3WNED OR C{JNTR[}LLEa (acres ar sq. ft ) 0.9 Acres • AS5ESS0R PARCEL #S OF PRD.IEC'TIPRClT'[]5t1L45231. lfi~21; _45231,16g22; 45231.16023 AssEssaR PARCEL #'S OF Aa7AcENr aREA owNEo OR cOrrTROLtiED 'SCE c.60-1SC.c.aW QiP [.kVUtPrc°.cS s G6-3oll _11G A Aa►D A&;&,w u_-LTAa RA ezscs sTREET AoDREss OF PRaPasAL 14922 EAs t4tn EXi5TI1VG ZC?IVE CLASS[FICATION(S) [I7ATE ESTABLI5I]ED) fJR-3.5 (60-92 ) E}CTS'I'iN'G []5C OF PROPERTy 2 barns an site, 2 houses an adjacent properLy PROPC3SEP7 Z(3NING UR-7 CQMPREHENSIVE PLAN CATEGORY Urban Categary SCHOOL DI5T1ZiCI' ~ Vallev 1l { v F[RE DIS'I`kTC'T FD#1 WATER PURVEYl7R Vera Irrigatian District PROPQSEa USE OF PROPERTY: Sing1e farniIy dwetlings ()cx F3uplexes Muldifamily dwellings ManaFactured hames (39K B115fnCS5 Indiistrial Mixeci Use Other -L7escaihe: DeveloDer retains QDt ion far either s ing1e familv harne nr mani-ifaetured haus ing. LIST PREVIi]US PLtL1+IA1ING DEPART14EN'I' ACTIONS yNYOLViNG TI-HIS PR{7PFRTY: Zone chanqe fai.1e 60-42 B. LEGAVzONr REcLASsirIcATION rNrORMATroN: LOCATTUN DT' PROPC]SAL: Faurth Avenue and aplDroximatelv I50' west af Pzc3qress SFCI`I(7N 23 TOIVNSHiF 25 TtANCE 44 N14N1F OF T'[IBLiG RQAD(5) PROVTDIIYG ACCESS: Fr7t jrth Avern a€- , WIDTH OF PRC]PERTY FRONTING C]N P[1BLIC RC3AR; $2.73 feet on Foi ' irth Aveeue DC1ES THE PROPO5►atL HAVT ,hCCESS TO AN AFtTERIAL dR F'LAddNEb ARTEftIAL n YE5 NQ NAME(5) OF AR'1`ERIAL RGADS Fourth Avenufz: is coZlectcar arterial Y t • . _ ~{1 l S 1 ~ S[JBDI`7ISIC}N AND ZC)NE- RECLASS[FICATION APPLICATION ['age 2 of 4 ~ ~ ~ ~ LEGAI.. QESGRIPd'IQN OF PRQFERTY (Attach 1egAl description stamped hy Land Surveyor), INCL[]DE LEGAL DESCRiF'Z'I(]N FOR ENTTRE AREA, Tf] BE SUBDTVIDED C)N PRELIiVIINARY SUBDIVISIOIV MAP ANI] 1~QUESTED ZQNTNG FCIR EACH LClT AIVI7 BL{]CK FDR MULTIFLE ZDNE ItEQUESTS. ' See Attach-W ?a~~LWA40Ar¢.-f ~R•,a,~ wAP %-r4~ W/leysk. ~o CF YOU L7O NQT HDLI] TI`[T_E TO FRClPERTY, WHA'T IS YOLIR TNTEREST ild IT7 Am, i ranr oemq pr4p--I-j-1 WNA'C A1tE THE CHANGED GONI7TT`I31V'S OF'CHE AREA WHICN YQU FLEL MAKE THIS , PROPfJSgI. WARRAIVTEf]7 Sever has becon-e awailable to the arra, prQpert3Z t-n east has been platted to P.U.D. in TIP-7 cateciorv, to west UR-12 is ntarsi:ilg hoffleLretirerrent center, WHA'r INTPAC"T WILL THE PRt7PO5EU ZC}1`dE RECLASSIFTCATIC3N HAVE C}N THE AI)7AGETdT PR(]PERTIES? BaiTdout will increrrentalTv incr_ease traffic cn Fur+h Av -n ru. WHAT Fp CTqRS SUpPORT T~I~ ZC}l~l'E 4~ECLt15S[FICATIC~N? ~'he prapcasal irr~aZ~nts ccrnprehensive plan and is consitant with adjoa.na.ng praperty uses. 'I'ha.s is a fi 1 1-i n z 1ai- a+ dr-as-i tiesccmpatiblp wa.t3z adjarent.~.p=)pk~=;ke.~- WHA7' MEASi]RES [7Q YOU PRCIPC]SE TC] MI"f'IGATE Y❑UR FRQPQSAL'S 3Mf'ACT UN SURRI]UAi'DING LeAND USE? Sewer will be extendei to serve site. Bums Road will be extended south to serve ne,+r lats. c . PRF-LIMTN~RY SUBDIVasIOr~ ~EN~~AL INFORMATIraN N[1MI3ER OF I.[SrS: 15 GRDSS AREA: 3.96 acres TYPICAL LCIT SIZE: 8775 square feet PROF'C?STI] NET Z]ENSITY*; 4.$ SMALLF.ST I,aT SIZE: 7478.66 squaz'~ feetMINrMC]M FRONTAGF: 65 feet PR(7PO5EC7 SQURCE OF WATER; Tnc3i►+iduaf wells Puh7ic system (a~t Privale Co[nir+unity Sys4em C]ther ( ) - Desctibe: PR(JF'l]SEI) MEANS OF SEWAGE DISPOSAL: Public sewer Cammunity sysiem Septic tank and drainFielcl Douttle F'iumbing ( ) Dry 5ewer { ) Other ( ] I7escrite: llT1LITY Ci]MPANIES ANDlDR bISTRTCTS TC7 gRC)VIBE SE'RViCE TO THIS PROF'C]SAL; Electricity: W-W PrSV,r ~~r A d .7gh+- Sewer: ~SDokano,C•nuntv Gas: WWp V4'ater:uera Irr'iqatzan Dist Phgne: U. s. WeSt DO YOLT. UR. `Y'HE C34YNER IN THE EVEr+1T Y{J[] I7O ND"[' C}WN THTS PRCIPERTY, HAVE AIdY PLANS FOR PC)'T[.IRE ADDITZQI+iS, EX'f'AN'STDNS OR FUR`I'HER ACi`IVITY F4ELATED TC3 THIS PROPOSAL? Yes N4 ( x.~ dF YES, EXPLAIN: D. PRFLtMIrraRY sUBnIvISIOt~ IMpROVrMENT INrORMATrON: LEVEL (]F STREE7' I1vIPRGVE-MENTS PRC]1PC}SEU. Frivate rcrads Public roads ( ~x Arteriat roads Track X rpads { ) L7ESCRIBE ANY C(]MBINA'CIClN OFAB[7VE: ESTIMA°I'EG TIMF. PETt1aD E-XPEC'i`ED F(3R CC3MPLETE DEVELQPMENT {]F TI-iE SCIBpIVISIQN: Sprinq 1997 I5 PHASING OF TH1E FI,C+IALIZt1TIL3N OF THE SL18DTVTSION PRC?POSED? Yes f~ Na (6) IF YES, SHOW PHASIN~', []N THE i'FtELIMINAItY 5UBi]IVISifJN Mt'1P. T5 ]DEDICATICJN OF Lt1ND FC?R PUBLIC USE CC]NTEMPLATF-D (Parks, schvnls, etc,)? Yes I4In (Ky IF YES. DE5CRIBE: * NET DENSITY T5 UI+IITS OR G4T5 PER ACRE MINUS PRIVAIE ANDIt7R Pt7BLIC Itd3FtD AREA. ; S'LJ$DNTSION AND ZaNE RECI.EISSIFICATIC]N APPLTCATIC)N Page 3of 4 i FA17T 11 ~ , THIS SECTTt]N QF THF, APPLICN'T'ION WILL PROVII]E THE PLA.IV'NING T7EPARTNf ENT STAFF VVITH ; WRI`[TEN VERIFICATIOPd THAT THE APPLICAN'T HAS HAD PRELIMINARY CONSULTATiON WITH 'Y'HE , AGEhTCIES IUENTIFIED. ~`t,ESl3LTS OP THE PkELTMINARY CQNSULTATiC]N SHALL BE II'+1CORPOR.qTED , IN THE PROPC35AL BEFOFtE FINAL SUSMI'1'I'AL TO TI-iE F'LANNING DEP.4RTMENT. Ar ai f~y , CL•~ ~~1 FIRE 1VIARSHALLIF'TRE I]TSTRICT t X,7-4- . 6-L A. THIS PFtDPOSAL I5 WITHIN FTRE PRd7'ECT'ION-DIST~td N{] ~ B . ~►.DEt~UATE A~A,+id`,EMEI~1''S (H~1VE) IA'~VE i~iC3T BEEN M~1DE TO NIEET ~C1T]R ~i~EEDS IN PROVZI)ING F[)R A1V AL]EC~L1A`'E WA'IER SYS~ ~ A~VL7 F,P►CTLI`I'IE5 FOR FIR]E PRC?'Y`ECTIC3N PURPf7SE5. C. RECoMivrENoEQ FIRE Fr.OW: Id&D 69P-. oR urrABr.E TQ caLcuLATE nraw BECAlTSE LISE YS NC]T DEFINT'Y'IVE; Afilz3 V4rILL BE QETERMYNED AT BTITLDTNG PERMIT APPLICA'I`I[]N TIME. Ll. REQL1ITdEMEl+1'I'S INCLUI3E: L ~ ~ U&t ter r-, ~ ~'.~1-~.~l~Ic 6 76 'f FIRE DI5'~RI~CT SIGAIA'1 GFtE,r{ITLE DATE .✓./!Y_7 fc.1 ~ LrsCdr-d^' d.4 r~~`+[_,`f WA'CER PURVEYOiR ~~~fJ=~tn L~'-d~f ( r A. SATTSFACT[7RY A'RRt1N(aEMENTS FaR DQMESTLC WA'I'ER AND FIRE FLC]W REQUIREMENTS *Wftt (HAVE NC3T) BEEN MADE, B. REQUYREMEN'T5lCf7MMEATTS: :2 = rf..t a~-•ct v ~ E-(L P, yN.-. WATER DISTRICT a SIGNA`I'UREIF`I',C`L.E 17A'1E C(]UN'TY ENGINtER ~~7c t~ c'~ • ~ G e: tr A PREt,IMINr~RY DIScussIoN wAS TaKErr PLA~~ AND cExERAL xEQUrREMLrrrs FoR RoADs AND DRAIAIAGE HAVE BEP_N DI5CU5SED WITH THE APFLICAM'T'. A. COMMEN'TS: C 1 f 1 d 619 r A Ln'j G ~7 C~ iIGNATUREni I?A'!"B C{3[]NTY L7TILITIES A FRELTMTN'ARY LIISCUSSION HAS TAKEI+1 PLA,CE ANb GENEItAI REQUIREMENTS FOR ~ SC]BMITTAL OF THIS PRl7FOSAL (HAYE~ (HA'L~E N(~'') BEEId' SATISFIEO. TNE DESIG~iA"~'EED J VVA''ER PURw!EYOR FQR THIS SIT~ E:.2A A. CflM1vtENT'S: STGNATiJRlirI'I'Y'I.E DA"['E . . HEALTH DISTRICT f A PRELIMINARY I7I5CLISSIfJN I3AS TAKEIV PL CE-A~!,65AL REQUIREMENTS FO~. S[..I331ViITTAL C3F Td-IIS PF~C1PG5t~L (HAVE) IiAVE N~]~EEN SATISFTED. A. C[3MMEN'T'S: G✓f~rrst ~ , ~•s. ty~~ rc-,-~I ~ SIGNAT~~~~ ~ATE - sEWER PvRVEYDR,.~, z2c~ , ~ 'A PRELIPvIlNARY DTSCUSSIQN HAS TAKEN PLACE ANp CENERAL REQUIREMENTS FOR, THE FRCI'VTSIDN t7F PUBLTC SEWER ARE UNI]ERSTOQD7YTI-dE APPLTC.4NT. A. CQM1MENT5:~cy.1NMt'~ r } jgA-- y & ) Z,~ A'I~ SIGNATLITCEITITLE sUBDMsION AND zaNE RECLAssrFIcA~ION ApPLTCATraN Page 4 of 4 PART III 5L7RVEYOR YERIFICATION f, THE UNDERSIGNED, A LICENSED LAND SURVEYC]R, HAVE COMPLETED THE ]14IFORM.4TTON TtEQUES'TED ANp THE Z0NTNG MAP, LEGAL L]SSGRTPTI[JAT, ANQ PRELIMINARY PLAT I-IAVE BEEN PREPAREU SY ME OR UNDER MY C]f'ERVI5ION IN ACCDRL7ANCE WITH THE REQUIREMENTS QF THE Sl'O'KANE COUNTY Z~NI UBaTV RL~ ULATIONS AND THE I.AWS ~tF' THE STATE OF VVASHINGTUN. SIGNED: , DATE: ADDRESS: 1&jEor I FHONE: 7- - ZIP: 1'ART IV {SIGNATURE OF PRC7PERTY OWN-ERS OR LE'ITER OF A'i]THOR3ZATIDN) 1, THE UNDERSIGNED, SWEAR nR AFFIRM UNDER PENALTY QF FERJCIRY THAT THE ABC}VE RESPONSES ARE IvIADE TItUTHFC]LLY ANp I'D THE BEST OF MY KNOWI.EDGE. I FURTHEIt SWEAR dJR AF'FIR.IVf THAT I AM THE C]W1tIER QF RECORD C}F THE AREA PROPOSEfl FORTHE PIt$VIOU5I.Y IDENTIFTEa LANa []SF, ACTT[71V, OR, IF NOT THE OWNER, AT'TACHEd HEREWFTH IS WRI'I"I`EN PE 3SSYON FROM 5: H~ C3WNER ALI''HC]RIZTI~G MY ACTIQNS C31~i ~IISIHER BEHALF. . SIGNED: CS pA~'E: AOD PHd~IE: ~~G/ ~ . ~ ZIP. (l ~ kIGN'ATdItE 0F APPLICAN'1 OR REFRESENTATNE pATE STATE OF WASHINGTON ) ) ss: COUN`I'Y OF SPaKANE ) CA. SrG1VET] AND SWQRN DR AFFIRMED BEFtIRE ME ON THIS DAY OF 1996, BY iti! B. a~ 6-67 Nf~'~~'~,'~~`~","' ~AOTA' 10, Notary Public in and for the State ctF Wasf~ington ReSiding at: MY aFPoinFment exgires: t~' ' y•......-- ~G ~ 0'4~ W4SK~ PA RT V (TO BE COMPL$TED BY THE QIVISIQN OF B[]TI,DING AND PLANNTNG) DA`1E SUBMTTTEU: FPLE Dl'1 L G t7 4.LEr lll.alJ. ~ r ^yr 4 [3 E. ~1 ~ • . f~. l. c_rr C F r~ _ TaTAL FEES; RECEIPT - . . . - ~ . ~ . i ~y hJPOKANE COV NTi DI■ ISION OF BLTILDING AND PLANNING PRELIMXNARY SUBDIVISTON AND ZpNE RECLASSTFICATIDiV APPLICATIQN PART I . A. GENERAL INF'ORIVIATI(7N: NAME OF APPLICANTIREPRESENTATNE: Garv Austin c1o Dauxd Evans and Associates, Tnc ,°iA,ILING AL71]RESS: 15906 East STrraque Ysi 11Q C:ataldo. Spo3cane.iniA - 99201 CI`I`X: Veradale STATE: ' WA ZIp: 99037 PHVNE: 928w3003 (work) 92$-7669 (hvme) IF APT'LICANT IS NC1T UWNER, IATCLUDE VYRITTEN OWNEIt t1,UTH[7RTZATIUl41 FOR APPLIICAItiI'T Ttl SERYE AS REPRESENTATiVE. • LEGAL OWNER'S NAME: Gary Austin PHONE: 92$-3003 MAILIATG ADI]RE55: 15906 East Sprague • PRG).TECTIPRC7PU5AL SI'I'E AREA (aeres or sq. ft) 3r g6 ACres ADAACEN'f' AREA OWNED QR CC)NTROF.LED (acres ar sq. ft.) 0.9 Acres ASSESSCJk PARCEL #5 OF PR07ECTIPRflPOSAL45231.16021; 45231.16022, 45231.16023 ASSF-SSC]R PARCEL #'S OF AI]]ACENT AREA OWAIED CJR CONTROLLED STREET AI7bRESS OF PROPQ5AL 14922 EAst 4th EXISTING ZQNE GI.ASSIFICATL{)N(S) (I]ATE ESI"ASL15HED] UR-3. 5 ( 60-4 2) EXIS'I`iNG USE OF PRC7PER""Fy 2 barns on site. 2 hvuses on adjacent property FROPt]SED ZC]NING UR-7 CC3MPREHENSIVE PLAN CATEGDItY Urban Category SCHOOL pISTRICT East Ual-lev FIFPE DISTRICI' FD#1 WATER PUttVEYOR ~era Irriqation District PFtCIPC}SEb LTSE OF FRQPERTY: 5ingle family dweZlings {yx L)aplexes Ndultcfamily dweIlings Manufactured hames (39K Business Industrisi Mixed 'i]se ( 3 CDLhef - DE5CTibe: DL-Velot]eZ' retalt7s nutian for either sincrle £ami1V hcrne ar CFIclI1tilfaCtL1rec1 h0;]SJ,ilg. LISr PREVIovs PLANNnNc DEr~~RTMErrr AcflvNs irVvLVnvc THzS rRo~~RTY: Zone chanae file 60-42 • B. LEGAILIZCINE FtECLASSIFICATIf)IV' IP1iF[7RMATTON. LD[:A"!'ZON t7I' PRL)PQSAL: Faur'th Avenue and mnroxamatelv I50rWest of PIL7qr'es5 SEGITdN 23 TOWNNSHIP 25 RANGE 44 IdAME OF PLIBLIC kiQAQ(S) PRQVIQING ACCESS; Fni=,h Av=Ue WIDTH OF PRpFERTY FRONTINC ON PLTBLIG RqAD: 82.73 feet on Fourth. Avenue TJDES THE PROPQSAL HAVF, ACCE5S TO AN Ak"I`ERIAL C1R PLANNED ARTERIAL ec~ YES ( )Ni7 i41AME{S} OF ARTERTAL ROA,D5 Fourth Avenue is collectQr arter'ial ~ . r, . , ~ h . t SUBT,)TVISION ANT3 Z[]NE RECLASSIFICAT'IDN APPLICA'TYC3N Page 3 vf 4 l F'ART IZ ; THIS SEC'TI❑N OF'FHE APPLICATTON WILL FROVII7E THE PLANNING I7EPARTMENT STAFF WTTH WR=N VEFd1FICATiOitii THAT THE APFLICAN`T' HAS HAY7 PkELdMWARY CONSCTLTed►T7[[]N WIi TH °i'HE i AGENCIIES IT]E'IV'I'UUD. RESULTS 0F THE F'RELLMTIVAF(Y CONS[3LTATI(3N SHALL 8E TitiCORPC]RAT'ED I1Y TI-E F'ROPC?SAI. BEFORE FAiAI. 5UBMMAL TQ T'HE PLANNING DEPARTMEIVT. FIRE MAitSHA,LLfFT1tE iUISTgLICT Iv1 9;-? - q` . d z A,. THIS FRt3PDSAL IS Wi'rHdN FIRE F'fLC)TECTTC3N DFSTRICZ' N43. B AI}EQLTA'I'E ARRANGEMENTS (HAVE) {HAVE N(DT) BEF~ iVIADE TC7MEET OC1R NEEDS IIV' PROV1UING FOR AN ADEQLTA'IE WATER 55ISTEM AItiTi] FACILLffIES FC3R FIRE PR[7TEGTIC)N PUkT'O5E5. C. REGOMMENDED FIRE FLU W: ; OR UNABLE TD Cr4T.CULA'I iE NDW BECAUSE USE IS NUT DEFIIN'I'IVE; AND'WTLL BE T~ETERZVPdNET] AT BUI[.aTNG PERMTT AFPLTCATION 'ITNTE. U . REQUIREMENTS INCLi7DE: ,FIRE I]ISTRIC`i' SIGNATURElTITLE I?ATE 1-2u,~ waTER PuRwEYaR d A. SATTSFACTORY ARRANGEMENTS F[7R IIOMESTIC WA'IER AAFD FIFt$ FLO'4V REQUIREMENTS (HAYE) (HAVE iNOT) BEEN MADE. , B. REQiJIREiVTEN'I'S1CONIMENTS: . WAT'ER DI5'I'RICT SIGNA'I'CCJRElfnLE I)A'IE CCIUNTY ENGIIVEER t A PRELE4fINAkY DISC[7SSION HAS TA,KEN PLACE ANT] GENERAL REQUIREMENTS FUR RC1AI]S AND I7RAIN'AGE HAVE BEEN DTSCi]SSED WITH THE APPLICAN'T'. A . COMMEN'TS: ~ ► d ~ ~ 1! I R ~ ~ ~ LQ ~ ~ATE CoU1v 3'S,' r]TIA.,ITiL.+S A PRELIlvfINAkY I7TSCUSSI(]N HAS TAKEN PI.ACE AND GENERAL. REQUIREMENTS FOR SUBMITTAL ClF TfiIS PROPQSA`L, (HAVE) (HAVE NOT) BEEN Se'3TISFIiEI). THE I?ESIGNATEI7 WA'T°ER PURVEYQR FOR THIS 5ITE IS ` A, CC31ViivIF-NTS: . SIGNATCIREITITLE DA`CE HEAT,TH IUISTRTCT ~~frr; ~~f ✓~r-y° ~ar. ,~~~~1~~ A PRELINITNARY I)ISC135SION HA5'I'AT{EN PLACE AN17 GF,NEERAL REQUIREMENTS FaR 5U8MI ITAL DF THTS PRQPOSAL. (HAVE) (HAVE NQT) $EEN SA'I`ISFMD. A. C[7MNiENTS: SiGNA'TEJRFII"ITT.E DATE 5EWER FyURVEY{7Rrr~~ /ec,~ - A PRELTMIhPA1ZY I]ISCUSSI[]N T3A5 Ta4KEN PLA,CE AND GENERAL REQUIREMENTS FOR THE • F'RO`iISTON i3F PC]BLIC SEWEFt ,ARF, LTNDER5TC3OD B1' `I'HE AF;PLTCAN'd', A. CC1h'IMENTS: SIGNATURErfTrLE DA'FE . , ..,cri1o ~ A)J U►~J POR-ER z I ? N m • Z 25' 25' TRUEI POINT F.H. OF BEGINNING , -a- ~T~►~~r ~l. Z,ol •4 0 ~ - , , 1328.43' - - - - , N ° FOURTH AVE. S87 4 33 W M.H. ~o~~ 149.67' - - 215.61' 8W_106_49 0 0 8 ~ o 8,734' ' 3 M ED ED N 4 ~ 5. 38' ~ F. H~ ~82.73 * Z I a'_ ~S N~ - FUTURE ~ J ON ' p•~ 10' DEDICATI ~ IERS ION HOUSE ~ BY OTHERS J pk' ri N U ~ , Q N~~ EXlSTING PARCEL J aRCEL ~ cO Q~ OUTSIDE PLAT AT LO < HOUSE a~ N Z)M BOUNDARY N Z ' N ^ SPORT ~ - COURT 120.77' o° " 001 N 87' 28' 53" E > 1 1 o r I ' THAT PORTION OF THE 'EA TO ~ ~1p,g2' N COURT LYING WITHIN LOT JED N 87• 28' 53" E ' ;Ic N 15 15 TO BE ABANDONED. ~ 8,362 sq.ft. ~ ING _ 6; . N WEST I- BARN 142. TO BE I V 134.5' , _INE REMOVED 8,988 S .fc. 14 136.19 to ( 00 ~ 8,821 sq.ft. ~ BARN ~ ~ TO BE ~ ( 10' UT. EA6E--i l"- M REMOVED ~ o (TYP.) o ( 2 `O t ~I cO 8,842.sG.ft. 10'_t ~FiH• ~ 136.0' ~ P ~ MiN. 135.9' W o 13 r` vl~ ~ Z ,ri 8,846 sq. ft. c`no .,aJ ~ --10' UT. EASE. I ~ (TYP.) SU N 3 0 ~ V) 3: , o ' ~ 8,827 sq. ft. ~'i Y~ oo- 136.2' F.H. 135.7' ~ m o 12 ~ o~ 0 1 ~ 8,860 sq.ft P o ~ . . I~ ~ * 04 o I~ t z-0 136.4' ~ri 8,812 sq.ft. ~I~ I w h ~ M M • ~ ~ ~ ~ - ' 135.5' 11 0 ~ . + o ,ri 3I I~ Z ~ 8,873 sq. f t. cO 1 ~ ~ . cv 0 5 o f Co- I 136.6' , ~cn~ (h ~ ~ t~~ 8,797 sq.ft. ~:00) M N ~ ~ Z ~ 135. 2' 1 0 ~ ~l ~ _ 5' . 25' I , 8.839 sq.ft. (o SETBACK l INE TYPICAL (~•EE PLAT DATA ) X ~ 28. 5' : PLAT DATA) 1 oi 6 L6 8,215 sq.ft. ~ F.H. I o~ 110.8' ol 1 9 0~ i M.H. 7,541 sq.ft. I cp 120.4' ~ I I , N .Z (D )D 7 25. hr A. F.H. ~ 13,068 sq.ft. 8 0 l SD ~ • ~ 10,661 sq.ft. ~ ► ~ . ~ 179.9' _ _ ~ - ' ---~---=t NT J DELTA 8' 14'50'33" ~ ' 6' . 09'16'40" 16 87' 28' 53" W 321.8Po~ Bo 9 X/SD ~ ~ z SS~ s• ~ ^ Z' 8; 0511 ,14'25" ' ~ • 31 ~ X /6~ Po~ d 7"oj0 s' 48'11'24" , . c.r~ Slo,oG: 3: ! ' , =rxf~.1 y ; ' / 1 z ~ y~~ 3~• l`j u dZ I ~ ~or Zo~ T ri ~ Iti„ : Zoo~.~9 I~''' z-7a \ C.,,.x , - ~ I P ..AI. . • ~ _Y I I - {2012.6 I .~I012.6 . m ~ i ` • J -ko>>.s I ..Po>>.a j ~ fe' .d -2011.2 _2011.1 a ~ .P010.3 _F010.1 'I . ~ 4 .{roo8.3 -Foo8.7 .{rooe. 7 > -P007.7 - , ~ c ~ ~ ~ I -P-oo7.o .F007.1 ~ .goo8. a ►~1 ~ ~ k ..(2008.4 G!1 M G OOb . ft007.9 I ~ zoo9! ( -R007.7 j v M ~ • ; Z° _ ~l- - •°-j Z ! - + " . y+ k ~n . o' s Lt , cn 1 0 AID ~ POR-ER l..L L`1 ~ 25' ~ 25 F.H. ' TRUE PDINT 0F BEGINNING if ,fT~r b r~p 7 A'33r~l~ q I 3 e_CJ.~~' ~ 'i ~ TMo FC]U RTH AVE. - - ~Sy' M.~+r g" 106.49' ~ _ ~ gW__ 215.61' c) 87; 34' ~ 3 ~D ~ ,D ~ r 5 38' f' 82.73 ~ F.H ~ ~ C~ ~ N t L FUTLIRE -j - ~ 1 ❑ DEDlCATION ~ LLJ C~AT1QN HflUSE BY OTHERS J =R 5 ~ ~ ~ ~ r~ s.[] ~ ~ o ~ uIt ~ E?(ISTPNG PARCfEL J ~ G ~ Cf~ OUTSIDE PLAT RCEL ,n ¢ IUJ nr BOUNDARY 4 kT T c~ HaUSE ~ Z SPORT . CaURT . 8o ' c~ . Q ~ ~ G~3 12❑,`~7' [l]► g • 8' 5~" ~ C° ~ ~ - THAT PORTION C1F THE ~A TO ~ 11~q.~~' COL1F~T LYIN+G WIT-llhl LOT T~D J~ 15 15 TO BE ABANDONED. NG . N~7 28 53E Iz 8,362 sq.ft. ~ i ' „ ! EST BARN 142.~5'~ H. '~f - I cv TO BE 134.5' ~ INE ~ REMQ'~l~R .'F_ , 8,9881 s f t. ~ . 3: U * 1 4 13~i.~~ ~a [ ~L ~ 8,821 sq.ft. ~ BARN ,O +~a 70 gE EDX 10' UT. EA~E:--i I~ REM❑VED , I (TYP.) 0 1 ~ x 0 ~ ~ ~ ~ri, ~ - , C"' ~'H. ~3s.❑' r '0$,842 5qJ f. ~ ~niN. 135.9' ~ w Q 13 ui I ~°Cr z L6 8,846 sq.ft. c:)` `D -10' u T. EASE. I ~ (TYP.) ~ V ~ ° 3 ~ri 1 ~ ~ ~ 8.827 sq.ft. 136.2' t F.H. 135.7' 12 8,860 sq.ft ~I C! ,O ~ ~ 1 36.4 ~ ~ p 4 tti 8,812 sq.ft. r,~ 6 Q~ ~ ~ ~ to "I ~ ~ ry 135.5a 0 • ~ N ~ 11 , ~ u' ~ ~ - ~ z ui 8,873 sq.ft. ~ N °.c . ~ ~ 135.5' ~ n ~ri 5 Q 4I j ~ vD 8.797 sq.ft. aCO■ z ` 135.2' ~ ~ - ~ ~ . ~5` ~5' $,839 sq.ft. ~ SETBACK * INE • E 1 I . - , TrPac~,~. (E,~ Pt~Ar raA~rA) " AT DATA 12$.5 • . P~ 3 6 ~ 8.215 sq.ft. F.H. \ . . c.f ti l ~ 9 ° . C?~ M.H. 7,541 sq.ft.. ~ ~ l . • ' 9 ~ 120.4" • ~ ~ ~ ' ~ 11 , +p #4 7 1 ~ 25. f/ r i. a°~ 9 - ►r F.H. ' S3,C~58 sq.ft. 8 v ~ k . • . - 1~ ~ 10,661 sq.ft. ~ 2 . _ • . 179.9' _ ~ ~ ~ - :NT ~ I]ELTA ~ ' . )8' 14'5D',33' : . ' ~ ; : ~ S87' 20' 53" W 321. BB 31' '09'16'40' 35' , 05`33'52" ~ fi7' ' ~TTo~+'t ' r ~ , 8', i 1'14'25" - ,pe+~ 1 ~n/o : ~ 1 z ~ j, • i^~ti ~ ~ds 3. 7 3~• ~G+C) ;I.I ~ 1K„►~~aati,~1 o ,~,?C=: ~ ~ ~ . D ~ ~ ~ • ~ 4 -r4l `T- - ~ - CAANX gr ~f.. ~ . ~ T7 ~ .Qo,z.s • .Fa12.6 1 • . ~ ~ ~ ~ %A L ~ ~ 1 P11.9 1 Q011.4 1 .Fo11.2 'zotil.1 -Fol 0. 4 9 ~ J ` ~ooa.3 -T'aQ8.7 . ~ .~005.7 ~ • fi . ~ -P007.7 ~ ~ • ~ ~ l .~007.0 -f007.1 I .Poos.4 ~ ~ . ! ^ ~ I l G t1 f►-~ ~ p~ k .P[108.4 ~ -P007.9 -R007.7 . t ~ ~ ~ ~d~~ ~ I 609~ j L&C',p~•~ --A ~ Y . . ~ ~ . . . . ' 3 ~ ~ ~ ~ . ~ . . • . ~ s.~ r...~.. .I~ n .__v.-~. ~ ~I► J4 ~ ~ . ~ ~ ~ . w V] 1 o POR-ER 2:_-t A W ~4 z 25' 25' TRL~EI F'OlNT , ~ F.H. ❑F HEG1NNiNG le.r ~l. ~.01 •0 p o ~ ' 4,^33"1N 1D';-. 1328.43' ~ N F~u RTH ~IUE• 5~~ M.!-~~ 5..e.~ ~ s" 'I C15.49' v - ~ g^~ ~15.61 ' ~ ~ w-- 8. 34' . 3 ~ ~ 5 .38~ . ; $2'.73r * L \ J ` ♦ ~ F.H 4 " = ~ ~a-P , ~ i a ToEOIcarIoN L3J A7i [?N ~ 'p- HOIJ~E 6Y OTNERS ~ =R 5 `~6 vy ~ ~ ~ pp7 nc°i s' ~ - ~ ¢ ~ a Nr„~ N ~ ~ E7CISTING PA14CEL ~ t RCEL ~ m . A ^ OLlT51DE PLAT ~ tn ¢ n+ - BOUNDARY \T r 0 HOLJSE ~ ~i SPORT f- COURT , rn 8op ~ ~ c4 a 120. ►~7" o ~ t 87• 53" E, a ~ . ~ I o THAT PORT1ON OF THE ~ COL]R T LYING WfT~HII~ ~.pT ~ • Z1 t B~ 53" E r3 ~ 15 I ,a 15 TQ BE A6ANOflNED. TED N B7 MG ~ ~ 8.362 sq,ft. ~ 42.~' ~ 'ifEST aQ R ~v B'E 134,5' , I hl E R EM Q~ D 4 8,988 s .ft. 14 '~36.1~ 'a ~ °oL_ i ~ 8,821 sq.ft. ~ , ~ ~~0 BE ~ ~ 10' UT. EA6E.-~i °n° ' REMQ1AEd , I TYP. o ' ~ 7 u; 2 ~ '~I~,~.o' ~ ~ 8,842 sc~.ft. ~ , « . MIN. 35.9' , W 13 l~ Z si ~ 8,846 sq.ft. -7 0' LI T. ER 5E. v cI ~A~ ~ N~ ~ (TYP.~ S ~ J V I V . 3 0 ~ ~ ~ ui 8.827 sq. ft. t6 13fi.T - F.H. - 135.7 ~ 12 ~ O I v ~ 0 ~ 8,860 sq.ft r ' I to v 135.4 ~ "v 1 r b ' ~ a,812'sq.ft. ~ 4 ~ p ~ --1 W ~ ~ to ~ . 135.5 N 1~' o r Q CV ~ ~ It z ' L6 8,873 sq. it. Np } loc- ~ 13~i.fi' } ~ ~ 5 ~ ° 4i 6 Z~ 8.'197' sq.ft. ~ ~ r[~ ~`'7 1 135.2° 10 V 5' 25• 8.839 sq.ft. toSETBACK ` !NE E 128.5' TYPICAL (SEE PLAT QATA) _ PLAT DATA } 6 8,215 sq.ft. F.H. ` 1tia~s 9 ' ~ ► I~ M.H. 7,541 sq.ft. c ~ f 1 2-0. 4' - N v\ _ _ 7 _ 25, ve[. 1 ~ ~ ~ ~ ~ F.H. ~ 13,068 sq.ft. $ 'v 1 th 10,661 sq.ft. ~ 1 179.9' :NT DELTA 38' 14'50'33" • . : ~ 31' ~3'16'4D" S 87' 28' 53°' W 321.88 Q fx !~lJ 3e' 05•33'52" t 67 )8' 1 1'14'25" 3 ! X l~'Z . . .~c~ ~f~''► . r y "SA.~ , , a~- ~a~~. ~ 1~~~ 31 • c~ ~ ~ i ti„ SZeal.~~ -C~ t G u -o- r ~y 3 r ' 4 _ ~ • Z? ~r ~ ~S,S7 ~ e r - ~T4l C~u1►C~C ~ ~ ~~N~--- .~y~ ~.f~- ~ r ~ ~ ~ • - ~ 3 t 1 1 ~ k ~--r --k J,,~. w~- ~ ~ I . . } ~ ~ . . -f O 12.6 , ~ ~■r .le01 2.6 . ~ .0011.9 ~ • ~ • ~ ~ .Far3.4 ~ .xn„O1+.? .?Qil.+ t ~ 1 1 . ~ '-fo, o., ~ tt ~ ..(t008.3 .FO08.7 i ~IDQ8.7 ~co 4I007. F . ` r ~ I~j ~ If ~ ~ . I • 5 ~ ,.F007.0 .{2007.1 ri . .PDO$.4 ~ „ a .Poos.a ~ ~ . .gav7.s , I .~oa~.~ 11 ~ tl . ~ ~ ~ ~ . 1,Lb°~s . • ~ ~ ~tiohe --A .f~ ~A . ~ COV p v t ;g~t8~~8 ~ ~ Y i ~ii CL a ~ fS. . ¢ p, • Q ~ ! ~N ~ • fi ~ _ - - SOZ'~1'06'E ~ - 5q~'a1'OS'E e W ~ ~ ~ 65&96' QS&93' ~ ~15 SS389OkSd ~z~~~ ~ ~ •Hi z ~ W ~ ~ ~ ~ ; ^ ~ .~c 1 • r bmi R Z.: S ~ ~1 J ~ f~^ ~ ~ - • ~ ~9 A~ ----C -1 r --1 r ~ f ~ ;~l ! - ~yit~ if~`~~~-~~~~ -J 1_._ , J L . ,t _Ap 14,l ~ nraa swans ~ ■ _ - T'~ ~ p~~' ~ y 3hd, sNtine 'a t s:o" ~ ~ a~ ~ ~ ~.II ~ ~11 ~ ~~r~ ~ ' 1 M6 1 a44 M~E J L~ L.~.~ L.~ Ovs a1► ~3~,r s_q - - - ~ rsa~ ~4~ ~ t ' ~ ■ ~=wi~n,~~~~~~'niA~ ~ 6 si~~~ E Li c r mvoa sr~vad - O•~ ~~~s~~ 8 _ 'IV • ,~~°~tir~ ~ - . ~ PRELIUINARr PLAT OF AUSTIN ADDMON ' PORTIpN BF THE W1/7 OF `ERACT 136 (1F VEP,A EOCATEO IN THE NE 9/4 DF 5EC 23, T 25 N, R. 44 E. IN1f. 5P{1Y(ANE COl1NTY, WASHlNC?ON 14 r~----1 SPRAG~iE AVE ~ - - - - - p I tp ~ ~ 4 23 } I ` o z 1~' ~ ADDlTIaN ~ ~ PaRTER a = ~ g ~ im ~mZ g nn ~ I o p I ~ T Q CfBECwn+C Y_ _ ~ ~ _ - Ser3~'!s'w _ ~ ~ , ~oia• FOURTH AVE 1328.45 ~w_ _S~lY67 ~ _ - ~ ~~e~'~ W - g . aa+zi ~ N.?Y~ 7 • L FunAE NGNp 5 MAP ra ~mp • m l~ T~. ~n°` J , 6Y ollEt5 ~ n I~~¢ n a A ry I ~ ~ ~ ~ • i~ . ~ /v2E5frx P+w(a ~ ~ ~ ~ ~ ■ r LEA$LN.$CRiPFION EVSSWC A/tRCFI yr a'P / 0WTSrDC T Portian el uw Nqt a+e-her af iracE 130 d Yra oi or oml 1DOLOtDARY rODDrOW w yeyMy 'p' el pWI% qxqi Jp, ulwlid N Uq Ilorln~t W19a RA7 BOUMp/RT ~ t vR7 pwYwwtw o} SKSan PS ifwMlfp S! Nmq. RpAe CCII 4 I SCALr, I• . W Woonwtt, U.k%^ spokom co~l, .ovk,10% kwm, omob-b'd W ' ~y 4! 1A1.77' L. . I IM RaNm'[1S c9mR al KA Trocl 175. Sy+n IWIA VI T' ~y I SO O 79 IOQ 87'5'3S' (m4 m IM nynh IFr al Wp Frccl 1$, adlsIann o7 r 177,218 fpl [a IM 1WE P(PNT pF EIEpNXlt~` Ihvn vonlbnh~ Mo1n Mdi fMMN OF 1K 57iLE N I((T erseat [wL, oIiiswm. w 8s.73 an, u.u. SeuEh i710 0017A1 l9!& w111x IA1 ro Ns~t o~tmn vl ty/,a] IwI uwn Ikrln 67'P!'~7' 8aµ P ro F6JOOtl+L ~ 6t~96 SS' E 14k l&767 VGR. I d 17 f0 % ABA~IE0. INa! AYtentr ol 120.57 1w1, l0 6op Sm M lM fal au-1~f c1 niC RAR[IL Tq A[5T 1 ~ 1~~ I ~ Tretl 174 Ihne1 $wlh 0}`i217' QpL 0~ foil WEI F1 bl py _,O ~ ~ L,,,• ~ J R o ~ I FfENI1 ral w-~6f, o fsia~m ai 5t60G iwt ie tM wrlh um W tald 9T Nlii~ Lutl 17E; liana Soutn 67ZE'97' 'iuL n 1M ~u11~ YA Of N5f7 ~ OMr l R[ b Rnlo%lm 4 , 0. LoN tEp, a iFtam at 37~ % Nri te ur Swqwii mwr d rad A~AlsTYEpS ~ n I ' 3 M~ 14 T~eil r ~G kk IMrW xarEh pI'1]76' 4s6 w Rm .nt Gu ar Saa 0.YBaSq , I ~.T '~-9 C~7f1bW ft~t[ U4 nen iaa tl ate~,n ,r wi aa ari, u~ r~w ene'u' E~~ o Qalelrce e1 110.92 IxL- nMna NtrM 171; Z5' Elsl o ftla~wr d a wr L --SfxIER IM RWO 1W57 Frl lo IM 11M fMi 7KCNMING 10 Uf~ l51 ~`p E7PSllt~ SEM[R YANblE OoAIaW.~ I74,911 q I6 (4 67 p~ mn~ v Iw vW Npjul W ~r--,c~~ L__-~ bww m~~tcmoe~ 2 1 r ;*o ~~is~o' 13 I .aii _4~ < r.° 7~u1 [AS~', mqI'. a, w pIrNFLL aR CllFW BA9N PA PLICANT5 b~ am 3M p` ~ z ~ ~ ~~•L _ _ J 5UN EADQ~WS P.U.D. a h~e nnu G+ar ~ +~e e Svauyc ax xnwAu w,i o9w~ .15 tiw7'~ `~i uraHTap[ PLAT DATA rx L~ isar J~. m o4 ~ 12 ~bi $ Ei~ ndi'~ ~ "R* ~o"~ta scrEa uNaiac otSGPimw uu 4 os taSs -rSSr.. pp4POSFG SEMtA uf RNU~SID Ra■ -tl te rpCS ~ wFWIua rau -oio .umM L aw~ ..,~.~o ramr ws raTK usr, ~is Aarcs 1°~ ~ I q6l7 .q.rl. I fprlq L6TS IS 9JI{Of14 10E3 L_ L5 J Ir ~ F-~ p751►K. RASER II/L OMERNI GfNAST 7 Illa15/ACAE p" y } I E,E73 eYPL PROPOSEG fIRF X1DRAMI idMG f7057WG lIN 3,7 FROPOdFA IIR 4 J CMU-IM"Drsm rLAM Wera rtsr TExwaca RAN R I wA1CB tK1FR 11A7ER $(flYltk vQu idl 5.717yp,fl, n~ ~I I r•---~ ' ~ SMR SSRKAU SPOKAK CWH[V _j Loi 9a e,a0! tr mK ro 'Un s.v uuc aa19 mrt ~ Lecp ar r~ ~ ~ • -~r r oA;A, ~ ,o ~ ~ ~u ~a~ cu, waAf e 6 cMSnNG eugDWcs r auas To K Awrnco 0.216 w.rl, / rx vapao5tb SE1BAC3 w r1 rRON17 rn6.e' J j~~ I 8 b S FT, 1-STpFn' 8K L YH 1 I'_Al NfL I~ IS itT pUk . ~ ~ L , 33 r, MAX BLMIWG COARAM ux MAX . ~ 3 vN~ ~ I Iko6B 9411. , ~ / 8 Ib ~ , 10.65I m11.. kq~ I ~ -o,~'~} y MWv__i xAGws ~ 4;RT T~c xr f oEiu ~ woqq nn° 5ym n iiam 1~35~~a~wie~• s ar 2tr ar ■ aiee' ei 275.m ~.fr i~p• m•v'u' ~ ~sY ~ tL 4 a. 5LIRVEYDR'S CfidTIFICAlE• F" 77Sm' ~??~.7~ ma.J~{> tl ~ QO' 410!' 151A. 44'71 Sa 70 7145' 7i~ • t ~\C~ ~i ; k,{~'" ;rhb nmp ooRwur Is o aq&nbwy woi moa er m' 14 ~7 ~~~:1!' ay +ne m c witlr ~ drulun h cml... dln 11K rLt~.ao, a~ipw 7'r n7e:Z Da~ [rr~xS u~ +cAOO~RS, u~ m ~QQO' 8Y49' ~i 54' irl7~s• p: ~ +R~Fero~lv o! Iha SP~'~l ~jl ` ~&mncL 110 1[ST CA1Nba A1Rfq4 W Snlf~' oa' ~7 i6' SrS~ ' a v 1 k~eR~l Rk lM ep~nl oi Cary knSn N ,Anr, 1Yi0. A~q, wW1NCfW 91tQ~ C16 t7.00' ~yi.l~!' iti~ ~[ii~7' ~.j q01c3~~m'E64T Cif ].+~9p' ]p.U~ 70,4T' W'S61A9 V , eou PiiGECr Yp.,CwC-~I 3am~ 4Y12' wm' eomuo- ~ ur~a wll 1u :~rw o e~,x~ rvb wdusma Leu 3unep owUrc iro.. Wrc-PatAwG - _nrJ+TM hYE • wri.pun Rpe6a~sw na 292M g;er I or $ 9[[rs cwt-oom tre 06/14ye ar52~04 cQ m\sos(nFuAcu=uo+\awclr„uWc-P+c i r _ PREUMINARY PLAT OF AUSTIN ADDmON PORTION QF THE W1/2 OF TRACT 136 OF YRA LOCATED IN 1HE NE 1/4 OF SEC. 23, T. 25 N, R. ta E., W.u. SPOKANE COUNTY, WASHINGTON 14 SPRAGUE AvE. r- r- a--9 --__,----r~< . ~ , _ I ` I I . ~ 23 O ~ ~ ~m % ADDITION ~ PORTER ~z i ~ = . X s I ri' n_ a ~ tnut~ aao+t ~ ~ Z Q I or~wwe L~~---^~R_ M K I pJ$1~ FOURTH AVE~ Sar34'33-w 132a43'~---- ~ _ waµ' y~ + N - 106.~9 R b-_ e~ n~a'- M j,•- ~ ~ ~ NCINITY MAP 6N~1' 7~~- _ y77~x . ~ jl ~ ~ 1415 FUTURE ~ ~1 fUMK ( ! tC QQGIUN ~ W 10' OCpCA1KIN k T9. BY OlHERf J B* OnM d' " ,f d'o u ~ 1 FGAL DESCr?IPTION EIOSRIC PIRCEI I j ~ I ounot auT Pwtion a uw wn a»-bui m rmn 136 a wa m or aa 3 MWSL I ncd01E in NYVmo 60, al DktR DoGo 3Q lhuob0 6 Ne NMNaII p1190E M~RCR AOlNC1~RY I m&-0m" of Selion Sa IanMb 25 No'tl4 Rn^7 H CaN BdMO~ R = ~j I ~ 1 3t'JYL: I' .!p' ~~IU Mertlati Spak7M CaAlf Weshl.9tm. ArNe MqbO ai ~ b ao' ~ a i . ~ C. ol W Matnw'1 cwir daoi0 froel 176. IIrK+ NolM ~~.TT (A I 50 0 SO tO0 E774'37' Ca4 m inm narU W oi da lrai I70. a Ebtmd b o' tlJ.SE 4n to tM tRtlE vCMt pt B[ONwN~ uwin wil~wFO troru I l714'!Y Cwt a Qstann of E7.73 tw6 ua+a Seitn irii"!6' = N AlAPLUS FACA TD r ItG9Y, ^ r G COU iH►t I11 LYIIG o0R1qM r1 0~ 1O1 n4 IAt ylAj SW[ p itEl ~el e Qntowa W 131.13 fwl IMce NorU O7'SE'!7' [wl, o et io Ewi a~. a u. bl o~.-nai d aa Arracwno n er:e' uI 15 u ro e~ ~aµoa~ao. mue~a a izo.n~~, 6]bt 16R ~ 5 Trat 130. IMa SaN OT~rit' CeK a d0 Cml In el IM sold INIO ANRI~ 0ST BYtx ~itE'I ~ J 0 t ~p trm1t t]k~arx~ Sau E77 S7' ra4 a ur a~tn cm d Nae v B'/ NNRC ~ ro~ I ~ IMS' - p~, Trat 1J6, a OaIVKI el Hl.~ 1~ la the SOUNwIt comY el pi0 gpuxputr tnrE b A~aKO iroet 176, uwc. wuU or47'7o' riaL m ur .ai une a wia ~D.UStYCN1 14 I Troet 131, a dna d 421.69 la~: Insw woru !)'7E'!I' Cm4 e 4YBE 14 I q ~w-w'w EI751bIC RMCL UE fslew ol 110.97 fwC tl~nn 1wu 1719'26' Ea4 e Abtaw el ` L- 176.~ J°• ~ L. I~~ I~~ QNiCR tM[ NW tOJ.!) tql W tM TRIk VOMT 0F BEbxrerIG n~ to Bt d1 I i^ r.K tcsmw sna+ Mu+Hat Codor+dp 1)4.In ~a. 4 I4.07 aanl mon v lm aa rekt to ia ut L a oa rnmetam ar~a ~ s : el ~u aa .~~R ¢M ooVa vo~ °M ~ p Erm►~c mc Xroruir L ~ W I 0.8e af~ • Omr4tt Oa dtW B~ P/P I(:ANTS WN'f A11511M 15906 E. SpAACU[ AV(. \CN~DAtL. NA 99031 ~b~ - 3 N~-°~~~~ _ ~;S~N Ma EA ~DO~wS~ P.U.D. m d 4Et7 qfC o e,~~ ~ ec uon vac pLAT DATA R ~.ol 1 ~ ~~'~'7 E 1/7 iMC1136 m k• Y7[P WN10.F OCSWPiWI MRA 4 02 AORS O ,ar J m ,I I t2 „ ~d1 '8 wu Aoo~nax I ~ ,,.,m a.ar. -o.n Aorcs ~ L_-- ~ 4~ ~,P ' ai R ..w.a:D S~ER l/E 9A~1V5 ~U 'O.tD WRS ~ J ~ To„I x13 ,~s . -1 L mTU ion ~ a~~ p,, ,s OLtLolmo LOn EIOSING IGIIR U4 bYFRALI OCM9tt 5 UaR/a¢ n ~ 0 L J I _ ~ i ~»'m" ~f K ~ H~T ~S~c ~ 15 .....a.. I ~tM9YE vWi uaB,~M. KSI tUnttiCE R,w ~ S~ L a RA1ER ICRR VFRA r r 5 ~ I p tAl[R $CWMIS R I 101 AAi 9%.1l qKN SDtNCC SPOKAN[ COIMir Lpt 92C 4E09 S.F. YK TO 1,1,576 S.F. YAR _ ~ 135.Y 10 I~ 4EO9 L, flAW - 4N9 wR o ~ `~,y _ ir screAa iorc r~rtkc w ro n rt[f a l ~x cscc au wTu R~e.a uui c~sn~c ewaIa 2 e~+ra ro ec uWo+w nqui lsa vuI wIq b 6 ~ ~ vaovoffo s[~as w vr. ~aT d~ I 4713 qR S FT I.StdiY 9DC ~ uae J 1 9 1 I 7.511 ~411. is vt a[,w I ol ~L Y.K L ~T 35 ii. YAL J ~ . bA 7=1 1 r~ ~b ~ ~ ~ ~ F,~ A ~ txo~B.~~L GUR D ,T wi cw+~~ oms ~EMCM tuNGCxi i u~so OEl ~fA i 7'u'aQo n.n ~e.q~ .u 5 6T tr aY v I m.ee' c3 1i~m u.~j 3»r osisa ~ m m n ux ter tt},4~ : Q6vFY0R'S CERIIFIGAIE ar a~•u~- 1 u ~ou eife 11.4q' n~47~s- k;i~t ' mov conaur b o Ptiint~ Roi mea Q 7~OQ' U.i~ ii.le~r ~ e1re'~~ ir ~7. :o u~dw m7 0ncttm h cai. am uw WND EvuK AnD AAOOARS wG u P. m w oq n 4 [7 lp.Q(f 6714' ~7T 1~?9-54- ~ i nyHro+b el IM kdwM Ca^Iy SvA6YWan 0r6nma IIO KSf GTAIDO AK1M p_q lO.OG' 5949- 416Efl-37i5 V 4 I iU Ur upal el Cary AudH h an, 1ii6 SPOrtNQ. WA.9OIG10M 99201 pp bar uo~' it.u' ~n'ry a ~end'J' : ri i ~iiiiA • ~i. PROLCi x0.*WK-000l ao pQQ' iit~1 n:ie4n) p I (309) u7-e6Y7 n ~ orm m~in ;nr a e.u, a.oe~s.awam~o b u~e s~rore durxc xa: cwc-vatcUc ~c~m iS m~a 1r ~gn us~ x .~6. naoaomro, _ _~pTM AVE ~ ~qtan ~phvala ~o. 292E5 94E1 i 7 I 9E[IS cwc-oM M 06P4/oe w:sta cve aw,..:,.AcuicmoiW.c\cwt-P+[