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SP-777-92 BLDG. PERMIT #-or -FILE# 92 SP-7= Related File # ( ) Date to Review 1- *9~2 Time # Date to AA & DR Time Date Received 11-5-92 Project Name STNGLE RESIDFNCE No. Lots 4 No.Acres 1.33 Section - Township - ftange SITE ADDRESS MAIN/ E CONKLIN PARCEL # 13544-1224 Applicant's Name RANDY MITCHELL Phone # 924-9504 Address 18320 E COWLEY- GREENACRES, WA 99016 Work # 503-790-6429 Date Conditions mailed JJ--Zq..~ Contact person Phone # FLOOD ZONE Yes No d Engineer / Surveyor's / ArchitECt's Name WILI.ARD BOATWRIGHT Water 4 Address PO BOX 921 Sewer a POST FALLS, ID 83854-0921 School '456 • , Planning Contact Person BILL MOSER Phone # 456-2205 Datc Subnutted Description Initials _ AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTING ~ i FINAL PLAT FEES CONiPLETED & COPY TO ACCOUNTING Z '7 / cL ~ N4TICE TO PUBLtC # 1 3 4 6 COMPLETED - OR NEEDS TO !3E SIGNED / i DESIGN DEVIAT'ION SUBMII-`ED ALTERATION TO PLAT - BLOCKS & LOTS HFARING EXf11V1 APPROVED DENIEU-_A.PPEALED BBC _APPi20VED _DENIED sr IqF y ~ L `)►R" 20 ~5~b t~t~i~d~ a~m~✓'~ T 4` tQ , ~ D~ • ~ " f . $t4 Av~' , w~~ /,a -G - q G 5~Cr 06D 13 k WG COu A1i, iqMlt ~ . s k\pltlreview.for f ~ - Nn- . ~ ~ ~ 7 -7 STA'I'ISTICS DATI: Plat Check Fee 0' 114 ~ Number of Lots 4+ Road Mites (IVew) ~1~ Total Area t x~ . `MAP , North Arrow pk Scale CP, LeQend r4 Procedures & Equipment ~ - ~ Basis of Bearings ~ PP ~FJ 'P-IVC -P n~ Plat Location By Title ~ ~ Official SiQnature Blocks r1~ Survevors Certificate ~ Road Names ~1L94V wkitAd Road Widths ~ Ad'tacent Area 6GTftjL--4j~ Lot & Block Numbers GG. ~ CJ -1:S R/W Aedication desiRnated ~ 1 Faot Strips 3 RPS on GLO Corners P6Le Tract X I ,/U Lot Areas . Bench M ark j Closure W 1~ '~'21~~QG~Cj~S oN ~ &f~rgdc--U~~ ~Q ~,b1 .ATION Description (To Map) Q 0 Description (To Cert) ~ Owners . ~ Certificate to Plat 02 . 1 Foot Slrips RID - CPR Statement aA Access Proliibited R/W Dedication ~ . ~ . Drainage LanQune Drainage Covenant ff N ~ ~d Flood Insurance • WM Stormwater Management ~ &4 208 Bonds -$1.000.00 ea -208 PLANS APPROVED ffd/ItR7 Private Road Doc. ~f's OG Private Road Warning Road Plans ~S%e►.J ?i' Z~ ro ~ 1 Bond Road Impro ~ ~ Signed By Engineer . , 6~ aI:t OY A~'%"..--~' A 4,fO j;a& (.OY ' _ Nb~c( ~ ~oc ~e--3 f° n ~ Q • i t k1dlhp1atlis1.ck ~ • ~ TRANSAMERICA TITLE INSURANCE COMPANY 1VORTH 7 2 O ARGONNE SPOKANE, WASHINGTON 99212 Prepared for: RANDY MITCHELL Order No.: SH196571 221 S. TSHIRLEY GREENACRES, WA 99016 cc: Landmark Surveyors cc: Spokane County Planning cc: Spokane County Engineers SECOND REPORT P L A T C E R T I F I C A T E Effective Date: May 28, 1996 at 8:00 a.m. a Certif icate for f iling Plat of : VERA In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records oi the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described 1and, in said Spokane County, to-wit: The South half of the West one-quarter of the East 3/5ths and the South half of the East halzL of the West half of the East 3/5ths, all in Tract 12 of VERA as per plat thereof recorded in Volume "O" of Plats, Page 30; EXCEPT the South 25 feet conveyed to the County of Spokane for Road by deed recorded under Recording No. 80246B. Situate in the County of Spokane, State of Washington. VESTED IN: RANDY MITCHELL, a single person. • EXCEPTIONS: 1. Taxes and assessments, if any, no search having been mdde thereof, as to Parcel No. 45134.1247. Parcel numbers are provided from the latest Assessor' sMaps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. Page 1 of 2 1 a, _ Order No. SH196571 2. ANY UNPAID ASSESSMENT OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS OR CHARGES BY VERA IRRIGATION DISTRICT NO. 15. 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Randy Mitchell, a single person TRUSTEE: Transamerica Title Insurance Company BENEFICIARY: Donald H. Weitkamp, a married person, as his separate property, and Alma Boge, a married person as her separate property ORIGINAL AMOLTNT: $28,000.00 DATED: September 23, 1992 RECORDED: October S, 1992 RECORDING NO.: 9210050295 Investigation should be made to determine the present balance owed by contacting the appropriate lender/agency/individual. 4. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. TRANSAMERICA TfTLE INSURANCE COMPANY BY For service onithis order call: (509) 922-2222 (FAX) 926-1519 Sean Heath, Title Officer sac Page 2 of 2 X ` - _ ; ~ . . . . 9"10050234 YOI. ,:4 PA6E . ~ - . • WHBN RECORDED RETURN TOc • r~~ ~i'~ ;t ~ i•' , • r; . - . . j ' STAtiPER, SHBRHAN, STOC2CER 6 SMITH, P.S. ' 1 Attorneye at Law OCT L~} Eaet 12019 Sprague ~ Spokane,NA 99206 _ _ _s__~uG-----~~* . ~ • BTATUTORY Y1ARRANTY DSED il";IASN. • ~11.1'UiY ' THE CRANTORS HARGARITE WBITKAHP, for life, with the ren+ainder in DONALD H. WEITKANP, a merrivd peraon an hls oepatato property, and ALt{A 80CE, a marriod poreon • • • an her eepnrate property, for end in coneideration ot ?en Dollar• ($10.00) nnd other , valueble coneideration, in hend peid, conveye end warrant• to RANDY tSZTC}iELL, asinqle pereon, the tollowinq described reel oetate, eituatQ irt the County ot 8pokane, State + of Waehinqton: . ' The South half of the Weet quartet ot the Eaet 3/5ths and the South helf of the Eaot • , hali of the Neet half ot the Eaet 3/5the, all in Tract 12 0! VERA, e• psr plnt thereof recorded in volume "o" of Plate, pnge 30; Situate in the County of Spokane, State ot Waehington. ~ M.7BCT TOs 1. Future a00eeemento lavied by Spokeno County for the Aqviter Protection . ' eeeeeoment. • DATED thie 23rd day of September, 1992. , RGAR TE WEI K11HP T Pt)NALD H. FJBIT1C1121P ~ txca* I ax Ye+o ai. 9200015996 ~ s.. AO. PJ. ~ eoce O.E "SKiP" CHIlOFAG STATE OF 41ASHINGTON ~ ~kaM C ►'N Tr*a ) • e . County of Spoknne ! On thie dey pereonally eppeered before me NARCARITB iBITICAHP, to me known to be ; the individual deacribed in end who executed ths foreqoinq inetrmment, and . . acknowledged to me that ehe eigned the eame ne her lree end voluntary act end deed, for the ueee end purpoeee therein mentioned. ~ GIVEN under my hend and official eeal thie a~ dey of Septe ez, 1992. . ~i~ E Notary Pu c n en for the State ot Waehlnq on, reeidinq et S k~yn Hy Cortuniseion Bxpiree: STATE OF WASHINGTON ) ' • ) ee. County of 1`~k~ On thle day pereonnlly eppeared before me DOtiALD H. FlEIT1CAHF, to me known to be the individual deecribed in nnd who executod the foreqoinq instrument, and ~ ecknowiedged to me thet he eiqned the eame es hie freo end voluntary act and deed, ~ for the usee nnd purpoeee thereLn mentioned. • _ t L. CIVEN undez my hand end official eeal th day o Se tember, 1992. ~ . . . ~.S• J~~~r-~ ' • N tery Pu c in en Eor th• 9tat • , of Washinqton, residinq at ,~.o.~'tTl.t Hy CommieBion Bxpireet 9-ti -y 3 ' STATE OF WASHINGTON ) ee. County of On thie day peroonally eppeered before me AI.HA BOGE, to me knrn+n to be the individual deecribed in end who executed the Loregoinq inetrurtsent, and ecknowledqed , • \ to me thet ehe eigned the eame ne her free and voluntary nct end deed, for the usee • M end purpo0ee tliecolct m9ntioned. , CZVEN under rt:y hand end official eeal t ie 5 day e er, 1992 . . ` i . ~ ~otgr ' Pu c n n tor the t of Waehinqton, reeidinq et C: \wp51\Clo\: csaAr.-:oi\.rmh Ny Cortsmiseion Sxpiree: ~r. - . . ~ ~ . ~ ~ . ' • \ . . . . . e♦ ' . ~ . . _ i- . . " TRANSAMERICA TM1S SPACB aRpV10E0 FOq RECOAOER'S USE: ; TITLE INSURANCE COMPANY c n il^ ;Z: FIl.EO FOfI RECORO AT REQUE9T OF 92100S"::95 r• ~ „^J' '1 ' `Oct 2+1 i'i1 . • • rt~Nnti~lE ► i ill( ~ . WHEN RECOROED REIURN TO UI_rU I Y e,j r - Neme W .SGaliiper, ..S}l@Ti1gI1.i..SCOCker..&.SQ1i,Ch Attorneys at Law . . Addreaa .EaS t...12019-..SpraguQ. SPokam, WA 99206 Yo. c~ CityStele. Zv . ~ ' • . File No. 5158/252 ~ Deed of Trust ~ (Fur Uae rn the Slote o/ WoaltFnglon Only) } 'i'14 1S U1:1•;D UF TR1[ST, made thie_23Ld day o( S_PO~'' 19-.Z between AN[N MTT[MT., a S{ng,lp perGOn , GRANTOR. N' 1111-4 cnI ld rt-It ia F~sr 18120 Cowley_ Grecmcres. WA 99016 ~ 'I'ItAN`AAtI;R1('A T1TLE' iNSi1RANCE COMPANY, a carporetion, TRUSTEE, whote ndtirest i9 1200 Sixth Avenue, Seettle, Washington, anri iY)NAt3) i_ Wi?TiKAMP .1 mrried nerson n-q ti-q 5e.na_rate_2rverr_y_ Md , BENCFIC'[ARY. ~ AtMA BOCE, a married person as her separate praperty wht►Ka ri<Idt•e-,n i:~ 6606 So1I1L~Ciew I?r_ . GiE Narbor- WA 98335 WS'i'NE`SF.'1'F1: Graiilhin cct'clty hnrRnins, vrlis an(l cnnvcwn to TruRlee in Trust, with power of snlc, the ~ fnlln«~in~: rli~.rrihcrl ri~nl pn•~►~►crlv in S~~e County. Wachingtom: , Ttie South half oE the West quarter of the East 3/5ths and the South half oE the East half of the West hal.f of the East 3l5ths, all in Tract 12 oE Vera, as per plat thereof recorded in Volune "b" of Plats, page 30; Situate in the County of Spokane, State of Washirgton. , • IC is agreed that the prcmissory note referenced herein is to be paid in full prior ~ to the oomrencenent oE any constructian on the real property described herein. It i'~ . is also agreed that no subdivided parcel of the real property herein described shall be sold prior to payment in full oE eaid note. . whirh renl pmi>erty is nnt usecl principn{ly tnr ngriculturnl or tnrming purposes, together wil,h nll the ten- ' ements, hcradilnments. nnJ nlipurtennnces now or hercafter thQreunto belonging or in ony wise apper- I,nining, nnd the mnts, issues end profiLs thereof. ~ . i . ; 'fhis deed is (or lhe purpose of securinR pertormance of each agrcement oi qrantar herein conteined, and ' lwymvnl. of the sum o('It►renty..~~ ~~us~ldJJollars_bL.NOI_1(3(~ Dollnrs ($..~.a.DQD..Q0_) ~ wit.h inl.crcst, in nrrordanr.c wilh thc tcrms of A promissory note. of even date herewith, pn}'Able to E3enc• . fii:i:iry iir ~irder, nnd mnr{e b,y Grentor. And nll rcnewals, modificetiona and extensionA thcreof, nnd alFo such furl.hrr sums ns mriy he a(lvt,nced or lonned by fleneficiery to Grnntor. or any of their successors or , nvvigiia, l.tiac:ther with intcrest Lhcrcon nt such rot.e aa Rhnll be oRrecti upon. , 'tt) protccl. the srcurii.y of this Deed of 71-ust, Grontar cAVenants nnd egrees: 1. lb keep the property in gond c.nndition end repair; to permiC no waste themof: t,o complete any building. • • . stnicLurc or improvement heing built or e1MUt to be built therecm; to mRtore promptly nnp building, sLnicture fir impuovemr.nt lhertrnn which mny he dmmngecl or destroyed: end to comply with all tnws, ardinances. rrRula• • Lionv. rnvennn44, conditiang and rcsLrictions nficctinR the propcrty. ` I / 1' ~ ~ I I I • I ~ ~ 1 . AI.~. I I I V /w ; I ~ L%1 ! I ~ I ! i , ~ • ODo , w7 rs%r ( ( I I t i - ~ o ►~~A ~~I~ ~~E I 1 ~ V °~~r ~ ( Q 3 L2 . . . TA~~,i;~ 711LE 11~~5uR C )t11PANY I~ ~1 ! ThiS Sl;c' , ~ I ~vu' c!r+rue, fUr +)ur ir'ormc` c~t~:'r^ shotiti~ aII n.~tters ~ J -ited: 1+n: Ed f'1. af@A, Of ~ H n-itodif' z. ach~'. . •~,s,:. ;T'i ►ur 2ny Gi~c ~ ~ . . , ~ •er ild be :aJe sc I . . ~ ~uu~~, I n~, • ! ~7UJ ~ . I .1 . , _ 9~ ~~'a -,z~--. L4 ~ . ~ ~.3,OQ, f!TWT r- I~a3 ~'1 ep: , I ~ a . ~ ~ I CJ , LAA - ~ _-5 A io Q ~ /,-~x R F PI A, ~.I~ Fbl OCtK I ` S P O K A N E ~,e,,r • C O U N T X DEPARTMENT OF BUILDING AND PLANTNING • A DIVISION OF THE PUBLIC WORKS DEPARTMENT JAMES L. MAl\jSON, C.B.O., DIRECTOR DENNIS M. SCOTT, P.E., DjRECTOR IVIEMORANDUM T4: Spokane County Division of Engineering and Roads, Pat Harper Spokane County Division of Building and Planning, Tom Davis Spokane County Division of Utilities, Jim Red Spokane County Health District, Steve Holderby Fire District # 1 Vera Water and Power Central Valley School District FROM: Julie Krause, Planner I DATE: October 5, 1995 SUBJECT: Final Short Plat SP-777-92 Enclosed find copies of the above referenced final plat. Please review and forward any comments by October 19, 1995. If you have any questions you may contact Julie Krause at 456-2205. Please direct your written comments to Julie Krause. Thank you. RECF-'~ OCT rp / SPOKANg COvi-o i ~t~c~A t ~cjVt~ . Enclosure copy without enclosure: Randy Mitchell, 18320 E. Colwry, Greenacres Wa 99016 Willard Boatwright, 18828 E. Broadway Ave, Greenacres Wa 99216 1026 WEST BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 ButLDtNG PHONE: (509) 456-3675 • FAx: (509) 456-4703 P[.ANNitvc PxonE: (509) 456-2205 • FAx: (509) 456-2243 TDD: (509) 324-3166 777- OI Z- ,t _ ~ S P 4C.~ K /k N E C! O U I~T T Y Or-FICE OF TI IE COUN'IY ENGINECR • A DIVISIUN UF "1'l iE PUBLIC WORKS DEPARTMENT Ro,lald C. lIorrnann, I'.E., Caunty Engineer Uennis M. Scott, P.E., Director AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER P 7 7 ~ 1A, / This agreecnent between Spokane County and (name or person) whose interest in the project is 0~1w , f ti.e. owner, agent, etc.) is entered itito this /~Q day of (5~' , 19 . This agreement is applicable to the project known as: SP- "7 -T - q l , tproject aaures$ or ruename ac nie numuer) That the individuals and parties nanied herein as having an interest in the above described property or project . agree to tlle following: 1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of tlie Spokane County Cocle. 'I'he fees will be based on actual salary costs incurred by Spokane Counly for project reviews and / or inspections plus a ten percent administrative ctiarge, and witi be billed monthly as accrtled. Any billing amounts due, . including any expenses incurred in the collectioii of an averdue account, must be paid prior to the County's acceptance of tlie project for filing. If a project is approved and/or filed with a balance still owing, the unpaid balance shall be paicl within 30 days of the invoice date. 2. The undersigned agrees that tliese fees are clue and payable upon receipt of the biUing as specified above. 3. Any invoices not paid within 30 days of the invoice date will be considered delinquent. If any outstanding balauce on the account for this project is not paid witliin 30 days of llie invoice date, no fiirtlier reviews of ihe project ciocuments will be concluctecl until ttie entire account balance is paicl. Any balance on the account for this project not paid ' within 65 days of the invoice date ruay result in legal action or the initiation Qf uther collection procedures, includicig referral to a coliection agency. The Sponsor will be liable for any and all expenses incurred by the County for (he collection of overdue accounts. 4. T1ie montlily Uilling should be sent to the attention of: N AM E: /r ADDRESS: CITY, STATE: A401,,4r;ee-5- ZIP CODE: fl~~/,G . Pj-IONE ) ~2 I understand ihat failure to pay these fees may result in delay in completiou or approval of the project or other possible sauctions. C3 If this fee agreement is cornpleted by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, tlien written autliorization from the S nsar specifically aut or' in ~ e Agent to execute tlus Fee Agreemeut is atta t o t{iis Feg, SIGNATURE By: Z: • , ~ / - 7 (PRINT NAME) RETURN YELI,OW CQPY 7'Q SPOKANE COUNTY ENGINEERS klpUnagreemen.fce 2/1/95 1026 W. i3roadtvay Ave. • Spokane, WA 99260-0"17Q •(509) 956-3600 FIaX: (509) 324-3478 'I'l7D: (509) 324-3166 e REDIFORM, REDI-LETTER° 4S472/4P472 n ~ _ CARBONLESS SPEEDISET 7 ~ , 3 PART , TO: F G<v'~~ ~"Xl6~i~/~ R ~ ~a~~-'~ ~ Lr~ ~//Y M 4~1 7- oZ 7 SUBJECT A DATE 1~.~46~ yG ~l~C ',r`5 MESSAGE S~ /nt- ~ol ~i,•, l.~~ ~ _ ~ ,f'~c~ ~1. ~ v , T~u/y~~' ' / j ` ~ A~7 • V SIGNED (0~ REPLY SP01U1N~ COtlNTY EN6MfER f j SIGNED DATE / - SEND PARTS 1 AND 3 INTACL CARBONLESS SPEEDlSET RF~IFORM,; PART 3 WILL BE RENRNED WITH REPIY. 4S472/4P472 POLYPAK (50 SETS) - 1\1;NE1JW CO NllvJENTV SPOKANE COUNTY DIVISION OF ENGINEERING & ROADS 1026 W BROA.DWAY, SPOKANE WA 99260-0710 . PHONE (509)456-3600 FAX (509)324-3478 REVIEW t REVIEWER: Ed Parrv PROJECT . sP777 DATE: 17 Januarv 96 PROJECT NAM I-:,: Gallwav Short Plat GENERA.L l. Plans will neeci to be signed by the Developer prior to plan approval by the County - 2. P.E. stamp on ~~lans and calcs will need to be signed and dated prior to plan approval by the County PLANS l. The benchmark needs to be indicated 2. A copy of the :1pproved water plans, and a plan of the intended septic field areas, is needed to check for conflicts betweCn the drainage facilities and the utilities for this site 3. Lots C and D liave frontage on the private road. In order to maintain the proposed road section, either plat langua;e oranting exclusive use of the private road to Lots A and B should be provided, or covenants that Lots C and D will not use the private road for primary access should be provided. Otherwise, the private road should be designed as an Urban/Suburban private road serving 3 to 4 lots (as required by I:ilgineer's Condition 21) 4. The hammerlic:ld cul-de-sac will need Fire District approval prior to plan approval by the County 5. The sueet sigtl location on the plans should be coordinated with that required by the Counry 6. Sight distance 4a-sements will be needed - see attached easement language 7. Facilities recc:iving runoff from private roads need to be located outside the public RIW. Runoff from private developi»~~its needs to be separated as much as possible from the public R/W 8. The road sectwn indicates a 5% cross-slope; cross-slopes should be 2%(min.) to 4.5 %(max.) 9. Gravel sump: a. A cle:i1iout should be provided at the bend in the equalizing pipe. b. Inspec:tion ports should be provided ~ . ~ REVIEW CONIlVIENTS Page 2 of 2 17 January 96 PROJECT # SP777 REVIEW # 1 CALCULA'I'I4NS l. North arrow is needed on the basin map 2. Calcs for ditch sizing were not included in this submittal . ' AAA10" SPOKANE VALLEY FIRE DEPARTMENT ~ 1~1 ~ Spokane County Fire Protection District No. 1 10319 EAST SPRAGUE AVE. • SPOKANE, WA 99206-3676 ~(509) 928-1700 • FAX (509) 927-2227 ~ R. Pat Humphries Chief ?yRECE IVED , FEB 1 41996 : 5~~~E CWWTV ENGtNEER February 13, 1996 ~ . . _ . . . . . Spokane County Engineers 1026 W. Broadway Spokane, WA 99260 Re: Short Plat 777-92 To whom it may concern: The road access for this proposed short plat meets our requirements. Okay to'release. Sincerely, Kevin Miller Fire Inspector KM/md cc: Randy Crouch ~ ~ 11 V ~ , , , ~ f ~"J ~ • ~5f}~j~ f ( t ~ { S1 ~ i - ~ F F a, r- ~ t~ ~ ► S P O K A N E O L7 N T Y DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THF PUBLIC WORKS DEPARTVIENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director February 26, 1996 Randy Crouch, P. E. SUBJECT: SP777 - Gallway Short Plat Approval Gentlemen: I am enclosing a blueline set and a sepia set of the road and drainage plans for this project with the County's approval stamp; the original mylars are on file at the Public Works Department. In accordance with Section 2.02.A.3 of the SCRS, this approval is valid until February 26, 1998. If the facilities are not constructed, you may request an extension for an additional two years; the plans shall be revised to reflect current standards prior to granting the extension. If you have any questions, please contact me at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer . , Edward J. , Jr. , P. E. Plans Review Engineer encls: Plans (1 sheet) - 1 blueline, 1 sepia cc: project file reviewer 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(549) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 TO: ~ , ~..8~. f.i• ~t. ~ ~ ~ cAct--e- F Co fiw R ~ d~~n n L' h~, w•-~~~ M ' j1~0 7r 7-f;Z-77 SUBJECT S`Z~.. -l' DATE /..-z-,/ ~ M ESSAG E ~ ~~~.r~•/~/i~~~~,~ 2 ~ tC S y/' /~'t / ~ ~ ~ ,r ..s~~ -~+t x Gfr ~ ~ 1 oc ~ s'~ ~f;~',~ - ~ SIGNED REPLY , . DEC 1 41995 , , - ; SPngi~'~ CGi3~;T1' ENGItIEER ~ SIGNED DATE / f SEND PARTS 1 AND 3{NTACT. CARSONLESS SPEEDISET FtMFORM, PART 3 WILL BE RETURNED WITH REPLY. 4S472/4P472 POLYPAK (50 SETS) f ~ - JAN ~ 9 1996 BEFORE SPOKANE COUNTY DIVISION OF BUILDING AND 1~1JJ1kJNJ~-% IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR SP-777-92 } FINDINGS OF FACT AN APPROVED PRELIMINARY ) CONCLUSION AND SHORT PLAT ) DECISION Randy Mitchell ) THIS MATTER, a request for an extension of time from Randy Mitchell has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS OF FACT AND CONCLUSIONS 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Building and Planning. 2. The proposal was to divide approximately 1.33 acres into 41ots for the development of single family residences and those uses permitted in the underlying zone. 3. The preliminary plat was given conditional approval by the Planning Department on December 16, 1992, for a period of 3 years, specifically to January 1, 1996. 4. The proposal is generally located north of and adjacent to Main Avenue and approximately 250 feet east of Conklin Road in the SE 1/4 of Section 13, Township 25 North, Range 44 E.W.M. Spokane County, Washington. 5. The current zoning of the property is Urban Residential-3.5 (UR-3.5). The proposed lot sizes, frontage and intended uses are allowed within this zone. 6. The Spokane County Comprehensive Plan designates this area as Urban. The development and uses proposed are generally in accord with this category. 7. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. Section G states, "Approval of a preliminary subdivision shall automatically expire three years after preliminary approval is granted unless a time extension is applied for." And follows with: "Upon application for time extension, the Planning Director or designee may administratively approve extensions for up to three (3) year periods provided at least one of the following circumstances is found to apply:" The following is the relevant section(s) of Section G and the Planning Department response: 2. That the preliminary plat as approved remains consistent with the Generalized Comprehensive Plan for Spokane Counry insofar as density and other development provisions apply, and the sponsor has taken substantial steps towards finalizing his plat, which shall include but not be limited to: (a) surveying the lots within the development. (b) arranging for public services to the site (d) tlie completion of studies or other requirements which were part of preliminary plat approval Planning Deuartment Resvonse: The sponsorhas taken substantial steps towards finalizing his plat by completing the following items: 1) surveying the lots within the development (the sponsor has submitted a Draft final plat for review); 2) arranging for public services to the site such as sewer and fire protection, and utilities (gas, electricity, phone, cable); and 3) the completion of studies or other requirements which were part of preliminary plat approval. Drainage plans are currently being reviewed by the County Engineer. ` . A 8. The proposal has been circulated to all affected agencies and departments for commen.s. No additional conditions have been recommended by the various reviewing agencies and,.'4 departments, including the County Division of Engineering and Roads, the County Division of Utilities, the County Health District and the County Division of Buildings. 9. The review by various agencies and departinents, and the attachment of additional conditions is in accordance with Chapter III, Section G of the Spokane County Subdivision Ordinance. -I` J yl ~ ~ • 10. This is the first request for a time extension. The total life of the preliminary plat has been approximately three (3) years. 11. The following fact and conclusion is also relevant: a. The applicant should show substantially greater progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. ' 12. The proposal has been submitted for Final Short Plat approval, with most of the conditions of ~ the preliminary plat approval completed. A one-year time extension will provide adequate time to record the final short plat. 13. As part of its requirements under RCW 36.70A, the Washington State Growth Management Act, Spokane County is in the process of delineating Interim Urban Growth Areas (ICTGAs). The intent of IUGAs is to concentrate urban development in areas where urban services can be provided and planned for over a 20-year period. The state-mandated deadline for IUGAs is October, 1996. A one-year time extension should allow the sponsor time to complete the final short plat in the event the subject property is outside of a IUGA. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for SP-777-92 is hereby APPROVED until February 1, 1997. CONDITIONS OF APPROVAL Those previous Conditions of Approval specified in the Planning Department's Findings of Fact, Conclusions and Decision dated December 16, 1992, together with the following updated conditions: SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING (UPDATED) 1. This time extension is approved until February 1, 1997. The applicant may request another extension of time approximately forty-five (45) days prior to the above expiration date. 2. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. DATED THIS a Qf h DAY OF JANUARY, 1996 . V Julie Krause, Planner II k, Under State Law and Spokane County Ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Coriunittee. If you desire to file an appeal, you must submit the appropriate APPEAL APPLICATION together with the required FEE, payable to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. Upon receipt of a complete appeal application, a public hearing will be scheduled. If you have any questions, please call the Division of Building and Planning at 456-2205. pc: County Division of Engineering and Roads County Division of Utilities County Health District County Division of Building and Planning County Fire District #1 Vera Imgation District Extension of Time Findings File No. SP-777-92 Page 2 R • xEvEEw coMMErrrrs SPOKANE COUNTY . DIVISION OF ENGINEERING & ROADS - 1026 W BROADWAY, SPOKANE WA 99260-0710 PHONE (509)456-3600 FAX (509)324-3478 REVTEW 1 REVIEWER: Ed Parrv PROJECT SP777 DATE: 17 Januarv 96 PROJECT NAMr,4: Galiwav Short Plat GEiVERAL 1. Plans will neeci co be signed by the Developer prior to plan approval by the Counry 2. P.E. stamp on pians and calcs wiil need to be signed and d.ated prior to plan approval by the County PLAiNS 1. The benchmark tieeds to be indicated 2. A copy of the :1pproved water plans, and a plan of the intended septic field areas, is needed to check for conflicts betweCn the drainage facilities and the utiiities for this site 3. Locs C and D liave frontage on tfie private road. In order to maintain the proposed road section, either plat langua;c jranting exclusive use of the private road to Lots r1 and B should be provided, or covenants chat Lots C and D will not use the private road for prlmary access should be provided. Otherwise, che prtvate road should be designed as an Urban/Suburban private road serving 3 to 4 locs (as required by l:ttgineer's Condition 21) 4. The hammerhr:ld cul-de-sac will need Fire District approval prior to plan approval by the County 5. The street sigtl location on the plans should be coordinated with that required by che Counry 6. S ight distancC -asements will be needed - see attached easement language 7. Facilities receiYing runoff from private roads need to be located oucside the public R/W. Runoff from private developmCnts needs to be separated as much as possible from che public R/W 8. The road secsio11 indicates a 5% cross-slope; cross-slopes should be ? o(min.) co 4.5% (max.) 9. Gravel sump: a. A cleal»ut should be provided at the bend in the equalizing pipe. b. Inspection ports should be provided ~ ' . , . ' , . ~ . S P O K?~' N E C O U N T Y DNISION OF ENGINEERING AND ROADS • A DNISION OF THE PUBLIC WORICS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director E-MO To: Julie Krause, Planner II From: Scott Engelhard, Project Coordinator 5f Subject: EYtension of Time SP-777--92 Date: January 26, 1996 We have reviewed the above referenced proposal and have no comments to make concerning the application. 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 T'DD: (509) 324-3166 • " S P O K A N ~ h''~~ C O U N 7' Y _ '~,U.~~,►~ DL-PARTMEI`iT OF BUILDING AN17 PLANUING • A DIVISION OF THE PUBI.,IC WORkS D6PARTMENT Ja~4ES L. MANSON, C.B.O., DIRECTOR DENI`TIS M. SCOTT, P.E., D(RECTOR RECEIvED MEMORANDUM JAN a 4 ISyb SPOKANE COUNTY ENGINEER TO Spokane County Division of Engineering and Roads, Pat Harper Spokane County Division of Utilities, Jim Red Spokane Counry Health District, Steve Holderby Spokane County Division of Building and Planning, Tom Davis Spokane Counry Fire District #1 Vera Irrigation District v FROM: Julie M. Krause, Planner II G' ~ DATE: January 3, 1996 SUBJECT: Request For Extension of Time - Short Plat SP 777-92 The Spokane County Division of Building and Planning has received the attached request for an Extension of Time to finalize the short plat of SP 777-92. Please review this request. I would appreciate any comments by January 17, 1996. If you have any questions, I may be reached at 456-2205. Please direct any written response to Julie M. Krause. Thank you for your prompt attention. enclosure c: Randy Mitchell, 221 S. Tschirley Rd, Greenacres WA, 99016 Land-Mark Surveyors, 1882$ E. Broadway Ave, Greenacres WA 99016 1026 WEST BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 F3UILDING PHONE: (509) 456-3675 • FAx: (509) 456-4703 PLANTrvitvG PHOtvE: (509) 456-2205 • FAx: (509) 456-2243 TDD: (509) 324-3166 . SPOKANE COUNTY PLANNING DEPARTMENT SHORT PLAT TIME EXTENSI4N REQUEST SHORT PLAT NO. : 777- # OF LOTS: Applicant/Sponsor: Address: City, State, Zip: Phone: (Jw n e r : Address: %y City, State, Zip: G:~/" Phone: f S u rv e y o r: Address: /15-7 7 YC-7 City, State, Zip: i Phone: INFQRMATION NEEDED TO ANALYZE EXTENSION OF TiME REQUEST 1. Has any portion ofi the short plat been finalized? (Recorded with tne Auditor) 4/o 2. Has a Final Short Plat map been submitted to the Planning Department and Final Short Plal fees been paid? 3. What progress has occurred? What conditions of approval have been completed (such as survey work, improvements constructed, departmental approvals obtained)? n~ t~r 4. Why has the Short Pfat not been finalized? What has delayed finalization? n i . 5. How long will it take to compleie the work to finalize the Short Plat? ~f DATE SIGNATURE , PLEASE SUBMIT TH[S FORM ALONG WITH THE $3-7C T1ME EXTENSION FEE TO THE PLANNING DEPARTMENT 77 7- al Z_ . ~ . S c' ko tc /-k OFf'ICE Or THE COUN"IY ENCINEk:It • A UIVISIUN OP 7'l lE PUBLIC WdKi:S IJGPAR7'MENT Ronald C. Hormaiin, ['.E., County Engineer Uennis M. Scott, P.E., Director AGREEMENT T4 PAY FEES ENGINEER'S AGREEMENT NUMBER ~ 77 This agreement between Spokane Counly ancl 2 !i , tname or person) whose interest in tl►e project is ~W/f// 6 (f ti.e. owner, agent, etc.) ~ is entered into this day of 19 This agreement is applicable to the project lcllown as: SP- -7 ?7 ^ 9 l . tprojec[ anaress or ruename ac nie numuer) That the individuals and parties named herein as having an interest in the above described property or project agree to tlie following: 1. Reimburse SrUkane County for praject review and inspection fees as specified in Chapter ' 9.14 of the Spokane County Cocle. The fees wiil be based on actual salary costs incurreei by Spokane County for project reviews and ! oc inspections plus a ien percent administrative charge, anci wilt be billed monthly as accrued. Any billing amounts due, including any expenses incurred in tlie collection of an overdue account, must be paid prior to the County's acceptance of (lie project for filing. if a project is approveci and/or filed with a balance still owing, tlie unpaid balance shall be paicl within 34 days of the invoice date. 2. Tiie undersigned agrees that these fees are clue and payable upon receipt of the billing as spec:ified above. 3. Any invoices not paid within 30 days of (lie invoice date will be considered cielinquent. lf any outstanding balance on the account for this project is not paid within 30 days of (lie invoice date, no further reviews of (lie project documeiits will be conclucted until ihe entire account balance is paici. Any balance on ihe account for this project not paid within 65 days of ihe invaice date may result in legal action or the initialipn of other collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County for the collection of overdue accounts. 4. The monthly billing should be sent to the attecltion of: N AM E. z'7 ADDRESS: lw" /0;/ CITY, STATE: f7 ;e~'S~ 1 ZIP CODE: PlioNE I understancl that failure to pay tl►ese fees may result in delay in comnletion or approval of the project or other possible sanctions. CJ If this fee agreement is completed by someone other tlian (lie Sponsor (i.e., the project owner or a priiicipal in (lie firm sponsoring the prnject), such as the Cngineer designing tlie project, then written autharization from Ule siiSOr Snecircaiiy aut or' iii ie Agent to execute tlus Fee Agreeiuent is atta t o this Fe~- SIGNATURF By: ,e-2 (PRINT NAME) RETURN YELI.OW CUNY 710 SPOKANE COUNTY ENGINEERS klplnagreemen.fee 2/1/95 1026 W. Broad%vay Ave. • Spokane, I'1lA 99260-0170 •(509) 456-3600 1=AX: (509) 324-3478 'I'DD: (509) 324-3166 ' < • ~,~.~.~..a~~~• • • va v~~ ~ ~-il ~t~l • 1 T 9SSZ~~~o q5la~7o~rc ~ . In consicleration of tlie ar~,. , bya~pokane Cotirtty of /referred to as lhe "Developinent"), the undersigned covenants and agrees tliat: l. The subclivider/sponsor will construct the private roads and associatecl draiuage facilities in conformance with the approved plans on File in the County Engineer's Office. 2. A lot is servecl by a private road wlien: a. tlie only road fi-ontage foi- (lie lot in (lie Development is . on the private road, or; b. a lot liaving fi-ontage on niore tl»n one coaci (public or private) constrticts an approach to the jarivate roacl. 3. The owner(s) of any lot ereatecf by (lie Developi»e»t or alternation tliei-eof and servecl by aprivate ~ road shall be responsible for i»aititeniince of saicl private roacl, inclticiiiib associiited clrainage facilities in coufocmatice witli approved plans on file with the County Liigineers office. 4. Mainienance financing of (lie private roads and associatecl drai«age facililies sliall be in ainanner detei-iniiied by tlie owiiers of: Cj ihe ma jority af lots setvecl by sucii private road; b. the tnajority oF fro»tage oF Iots servecl Uy sueli private rot-ici; c. tlie majority sqiiare footage af lots setved by such private roacl; or d. 5. In the eve»t sueh private roacl, inelucliiig assoeiatecl drainage faeililies is improved to Spoka»e County standarcls for puUlic streets, ancl the Cotinty is willing to accept the cleclication of such road and facilities, eacli lot owner stiali execute atiy clocunients necessary to aCCOIl]pIISII SUCI1 cleclication. 6. Owners of lots withiri the Iaevelopment wlio are served by such i-oaci, iuay sue aiid recover damages ancl attoi-iiey's fees from ariy owner of any lot witliiii tlie Development wliicli is siinilarly servecl wlio refiised to participate in (lie roacl ancl clraiuage Facilities, consh-uctiaii, financing, ancl mainte»ance. 7. WARNING: Spokatie County lias tio respotisibilily to butlcl, impcove, or niaintaiii or otlieiwise setvice the rrivate roacls, iiiclucling associatecl clrainage Facilities, coiitaiiieci wi(liin or provicliiig setvice to the pi-operty clescribecl 'tn this Develupment. By accel)ttiig tliis Developi»etit or subsequently by a1)owing a btiilcling rermit to be issuecl For property oti a private roacl, Spokane Couiity assiiiiies tio obligatioii ~ for saicl privale roacl aiid tlie owners Iiereby acknowleclge tl»t the County has no obligatiou of any ~ kincl of natiire wliatsoever to establisli, exainiiie, survey, eonstruct, alter, cep»ir improve, maiiitain, provtcle clrainage or snow re»>oval on a rrivate roacl, or associiitecl clriiinage Facilities. 8. Tliis covenant and agreement sliall rum witli the lancl ancl sliall be binding upon tlie owiier, tlieir lieirs, successors or assigiis, tncluciing tlie abligation to particirate in the mainte»auce of the private road, and cl;ainage facililies as providecl liereiii. y OWfqER OWNEIZ ~ STATE OF WASIIINC't'UN ) : DATED tli is cla Y oF 14C l 9` Couniy of Spokane ) 4n tliis day pei-soiiiilly arpeared befare me . , . , , known to me ta be Ihe inclivicltial(s) clescribecl in ancl wlio exeetited (lie witliiii anci Foregoiiig ifistriii»ent ancl aeknowleclgeci tl»t Iie/slie/tliey sigtiecl (lie same as his/1ier/their ti-ee ancl voltiiilary ac;t a»cl deecl for tlie uses ancl purposes tliei-eiii stirteci. CNCN UNnER MY tIANn AN1) O1+FICIAL SLAI, tliis clt-iy of , 19_. ~0 p Y oRlGlN-A1. Fol FD na ~tFCOPDEf QEC 2 7 1995 Nolai-y Public i» anci foc the Statc * ~U~` 1 F ~,uu,I vh of WasliinglUn, resicling lit S~~ok~~ne tq' 141edara pr IN> SPOKANE COUN7Y, WN• 1 ~ ~ . , STATE OF CALIFORNIA COUNTY OF . . . . ~ be ore me On , . G...... ....4..Y4.2, . ersonalla eared....... ~ ' . p y pp , personally known to me (or proved on the basis of satisfactory evidence) to be the per- ~ son(s) whose name(s) is/are subscribed in the within instrument and acknowledged to me that heJshe/they executed the same in his/her/their iddTAFiY ~'i18L:C • ~:tiL;FiRtJlti .1... ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ authorized capacity(ies), and that by his/her/their signature(s) on the ~3 w- THE~ESA ~CNULT~ ~ instrument the erson(s), or the entitu on behalf of which t,he erson(s) , A~~ ~ ~ P 3' P P C~~ , •f~~•-~°'~'~ = acted, execute e instrument. ~ SU~EFiCQIlfJiY ~ Comm. Expires JUL. 24. 1998 WIZ`NESS y and offici s . , No ubhc in and for said State. Th6 docurrwnt is onty a gonoral (orm whch rtsay bo propar tor use in simplo transac,ions and in nfl way acas, a is irrtandod to act. as a substRUto (or tho advica of an attornoy. Tho prirrior doas not maka any warranry, aither axprass or impGad, as to the legal vatid8y of any provaion or tho sunability of these tams in arty spoccfic traruaCtan. Cowdery's Ferm No. lOG-ACKNOWI,EDGMENT-General (Civil Code 2189(a) ){Re:ise3:.'93; 14 777- ol Z . I A S P~kO K N E g ` C O U N T Y OFFICG OF Ti IE COUN'T1f ENGINEER • A DIVISION OF l'} lE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, 1'.E., County Engineer Dennis M. Scatt, P.E., Director AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER ~ r ~ 7-7- AAo~'" This agreement between Spokane County aiid , tname or persor7j , whose interest in tlle project is (i.e. awner, agent, etc.) is entered into this ~Q day of 19 This agreement is applicable to the project known as: SP~ -1 "l 7 - 9,7 tprojccr aaaress or tuename 6r. rne numver) That the individuals and parties named herein as having an interest in the above described property or project . agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary casts incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. Any billing amounts due, . incluciing any expenses incurred in the collection of an overdue account, must be paid prior to the Colmty's acceptance of the project for fili»g. If a project is approved and/or filed with a balance still owing, tlle unpaid balance shall be paici within 30 days of the invoice date. 2. The undersigned agrees that these fees are dtie and payable upon receipt of the billing as specified above. 3. Any invoices not paid within 30 days of the invoice date will be considered delinyuent. If any outstaneling balance on the account for this project is not paid within 30 days of the invoice date, no further reviews of the project ciocuments wiU be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the invoice date may result in legal action or the initiation of ottler collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County far the collection of overdue accounts. 4. The monthly billing should be sent to the attention of: ~ N AME: i~?~~~ .t~ i:~~i~•~~'~ ADDRESS: CI'I'Y, STATE: ~ ZIP CODE: PHONE I untlerstand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. ❑ If this fee agreeinernt is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the S nsor specifically autlor' ~in ie Agent to execute tlus Fee Agreement is atta~! o this Fee SIGNATURE By: Y r • ~ / ~ ' (PRtNT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS loc,tfLVer~o k\pltlagreemen.fee 2/1/95 ~0 5 1026 W. Broadwly Ave. 0 Spakane, WA 99260-0170 • (509) 45G-36(10 C'AX: (509)324-3478 '1'DD: (509) 324-3166 k--11 DECLARATION OF COVENANT . In consideration of ihe approval by Spokane County of - (hereinafter referi-ed to as tlie "Development"), the undei-signed covenants and agrees tllat: 1. The subdivider/sponsor will construct tlie private roads and associated drainage facilities in conformance witli the approved plans on file in the County Engineer's Office. 2. A lot is served by a private road wlien: a. the only road frontage for the lot in the Development is on the private road, or; b. a lot having frontage on niore than one road (public or private) constructs aii approach to the private road. 3. The owner(s) of any lot created by lhe Development or alternation thereof and served by a private road shall be responsible for maintenance of saicl private i-oad, includiiig associated drzinage facilities in conformance with approved plans on file witli the County Engineers office. 4. Maintenance financing of the private i-oads and associated drainage facilities shall be in a manner detei-mined by tlie owners of: a. the majarity of lots seivecl by sucll private road; b. the majority of frontage of lots seived by sucli private roacl; c. the majority square footage of lots served by sucli pi-ivate i-oad; or d. 5. In the event such private road, including associatecl drainage facilities is improved to Spokacie County stanclards for puUlic streets, and the County is willing to accept the dedication of such road aIld facilities, eacli lot owner shall execute any clocuments necessary to accomplisli sucli dedication. 6. Owners of lots within ihe Development wlio ai-e seived by such road, may stie and recover damages and attorney's fees from any ownei- of any lot witliin ihe Development whicli is similarly seived wlio refused to participate in the road anci drainage facilities, COI7St1'L1CtlOll, financing, and maintenance. 7. N'YARNING: Spokane County has no responsibility to build, improve, or maintain or otliei-vvise seivice the pi-ivate roads, including associated drainage facilities, conlained witliin or providiilg seivice to tlie property clescribed in ihis Development. By accepting this Development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners liereby acknowledge that the County lias no obligation of any kiud of nature whatsoever to establisli, exainine, suivey, co»sh-uct, zlter, repair improve, lnaintain, provicle drainage or snow removal on a private road, or associated drainage facilities. 8. This covenant and agreement shaU i-un with the land and shall be binding upon tlie owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, ancl clrainage faeilities as provided herein. OWNER OWNEl2 S'I'ATE O E+' WA S I-I Y N G Tn N : DATED this day of County of Spokane } On tliis day personally appearecl before me . known to nie to be the inclividual(s) described in and wlio exectiled the witliin and foi-egoiiig illstruilient and acknowledged that he/slie/tliey signed the same as his/her/their free and voluntaiy act and deed for the iises anci purposes tliei-ei» statecl. GIVCN UNDER MY HAND AN1) OFrIC[AL SEAL lllis clay of , 19_. Notary PuUlic in and for the State. of Washingtan, residing iit Spakane k~lhlociara.pr IN3 . ' . TR.ANSAMERICA TITLE INSLTRANCE COMPANY NORTH 7 2 O ARGONNE SPOKANE, WASHINGTON 99212 Prepared for: . R.ANDY MITCHELL Order No.: SH196571 221 S. TSHIRLEY GREENACRES, WA 99016 cc: Landmark Surveyors cc : Spokane County Planning cc : Spokane County Engineers `C1173W \ IE COUNTY THIRD REPORT uri; 1 p 1996 P L A T C E R T I F I C A T E Ef f ect ive Date : December 2, 1996 at 8: 0 0 a. m. rp_AS10u or' aU1LDING AND PlANNINr• Certificate for filing Plat of : 777 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specif ied, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: The South half of the West one-quarter of the East 3/5ths and the South half of the East half of the West half of the East 3/5ths, all in Tract 12 of VERA as per plat thereof recorded in Volume "O" of Plats, Page 3 0 ; EXCEPT the South 25 feet conveyed to the County of Spokane for Road by deed recorded under Recording No. 80246B. Situate in the County of Spokane, State of Washington. VESTED IN: RANDY MITCHELL, a single person. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45134.1247. Parcel numbers are provided from the latest Assessor' s Maps available to the company. Said parcel numbers are not a matter or the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. Page 1 of 2 Order No. SH196571 2. ANY UNPAID ASSESSMENT OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS OR CHARGES BY VER.A IRRIGATION DISTRICT NO. 15. 3. DEED OF TRIIST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Randy Mitchell, a single person TRUSTEE: Transamerica Title Insurance Company BENEFICIARY: Donald H. Weitkamp, a married person, as his separate property, and Alma Boge, a married person as her separate property ORIGINAL AMOUNT: $28,000.00 DATED: September 23, 1992 RECORDED: October 5, 1992 RECORDIIVG NO.: 9210050295' Investigation should be made to determine the present balance owed by contacting the appropriate lender/agency/individual. 4. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. TRANSAMERICA TITL INSURANCE COMPANY BY ,.,.,r "P .e ~ For Yefvelfce on th~s order call: (509) 922-2222 (FAX) 926-1519 Sean Heath, Title Officer sac/pds Page 2 of 2 _ r " . .u.t,i3. - - . ~ • f ~ 1 • ~ r ~ ' ~ t ~ • ~ ~ ' ~ • - - - - - - _ ~ . - - - - - - - ~ ' 0 • ♦ • i ~ ~ * ~ t :1 ~ 0 I ~ ~ O ' D , ~ - 1 ~ ~ 1 ~ "r. • ~ ~ ~ ' ~ ~ ~ ~ ~ 1 • ~ . . ~ • - ~ ~ • ~ I y ~ ~ • ~ ~ 1• ~ v `r• • ~ 1 1 . r • ♦ ~ ~ • • ~ ~ I 11 • '-w 1. ~ ~ ~ I N ♦ ~ I . ~ ~ 1 1 1 1 ~ ~ I . , ~ • , . . 1 , • ~ • • i ► ~ ~ . w ' 1 • ~ ; - ~ i ~ ~ , i • , ~ ~ ~ ~ ~ ~ . ~ • ~ ~ ~ ~ ~ ~ ~ ~ { - - - - ^ - - !inlR ~ - - - - - - - - - - ~ i i ' t ~ , , ~ ~ I ~ ~ ~11• M• , 1 1 1 ~ 1 rl 1 1 1 'i ` • ♦ ~ 1 1 ` ~1 . 1 ~ ~1 : 1 1 1: t 1 1 1 t 1 I 1 1 , t 1 1 1' 7 1 i 1 - : i i ~ ~ , i • i ~ ~ : ~ ~ ~ ' ~ ~ ~ . ~ • r i ~ ~ ~ r • a ~ • . ~ ~ ~ . . ~ . ~ l ~ ~ ~ ~ t. . I ~ ~ ~1~ .l•. •4 .11. l~~~•/1~~(~~~:♦~IL •.♦~~1.~~►.~~~~~ 1 ~r ~1 . ~ 1:' 1 1! 1~ 1 1 / 1 . 1 I 1 1~ 1 11 ' I 1 ~ • ~ ~ ~ ' ~ i • ~ i stat i ~ on ~ ~ ~ 1l~u~a- MG~,;~i~/•~f`_ " rrr - - - • - _~!~"'0~` - - $~i - ~~'/`~►w~s...~.- - - ~ ~ ~ . . , YOI. ~A6E ~ t . IUSj 1- 9~100Sn~34 . ~ WHBN RECORDED RETURN TO: , . . ' ' ri:i-'~~i.i1,• ' ~ , y r ~ _ STANPER, SNERHAN, STOC]CER 6 3HITH, P.S. ~ ~ Attorne e at Law OCT ~ ~i'1r . Eaet 12019 Spreque IL~4 ( f~ • Spokane, WA 99206 t _ _ ------------------------------------------------------s:------ L~~ . ! • I ~I:t STATLJ'iORY WARRANTY DEED SI ; ~ • (!WN f Y;JaSH. i)1.1'UfY THE CRANTORS HARCARITB WHITICAISP, for life, with the remainder in DONALD H. , wEITRANP, e merried pereon n• his aeperato property, and ALHA BOCB, a marriod pareon . ae her eeparate property, for end in coneidsration o! Ton Dollar• (S10.00) and othor , valunble coneideration, in hend paid, conveye and warzant• to RANDY 2iI?CHELL, a•inqle i pereon, the follawinq deacribed real eetata, eituete in the County oi Spokane, 9tete 1 o[ Waehinqton: ' The South half of tho Weet quarter ot the Eaet 3/Sths and the South half of the Saet , half of the Weet half ot the tast 3/5the, all in Tract 12 ot VERA, ae psr plat thereof . recorded in volume "O" of Plate, pnge 301 Situate in the County of Spokane, State of . ' • Weehinqton. ~ . ~ ; §UBJECT TOt • 1. Future ae0eaementa lovied by Spokano County for the Aquifer Protection " eeeeeement. , • . DATED thie 23rd day of September, 1992. . ' 'HARGARJTE WEITIVAHP ~ NALD H. WSITIV\HB~ cxca• lax Yeso os. 9200015996 s~ Aff*. PJ. goc~ ~ ' O.E "SKIP" GHIlBFRG _ Spokan~ C 9TATE OF WASFlINCTON nh► Tr*js ) ~ ) •e. /~.f`/p ~ , : County o! Spokane ) ; On thie day peraonally eppenred before me lSAAGARITS SiSITKAHP, to me knoan to be the individuel deacribed in nnd who executed the foreqoinq inetrument, and acknowledged to me that ehe aigned the eame ae her lree end voluntary act end deed, for the vaes nnd purpoeee therain mentioned. r + GIVEN under my hand and officiel eeal thie oZ ~ day of Sept er, 1992. i . ~~t ~ ► , Notary Pu c n an for he Stete ~ oL Weehinqtan, reeidinq at S$ok+~Q ' Hy Commiseion Bxpiree: ' STATE OF WASHINCTON ) ' ) ee. countY of K~~, > ~ • • r On thle day pereonally eppeered before me DONALD H. NEITU►HP, to me known to be , the individual deecribed in end vho executed the loceqoinq inetrument, and acknowledqed to me thet he eigned the eeme ee hie free and voluntary act end deed, Foc the uses and purpoaee tharein mentioned. t . A t ; CIVEN under my hand and official eeel th d~g day o Se tember, 1992. r N tery Pu c n en Eor th• tat4 • , of Kaehinqton, reoidinq nt c,~,zon..~ll.~ , , Hy Commieeion Expireei STATE OF WASHINGTON ) ee. County of on thie day peraonally appenred before me ALHA BOGE, to ma knoan to be thA Lndividual deecribed in end who executed the foreqoinq inetrument, and ecknowledqed • to me that ehe eigned the eame ne her free and voluntary nct nnd deed, tor the u8ee , and puxpoeee t}ierolu mentioned. CIVEN under n:y hand end official seal t ie 5 day ! e er, 1992 . . . lt7otgr Pu c in in for the t ~ . of Naehinqton, reeiding at C: \wp51\Clo\: csaPr.,:oi\,rmh Ny Commieeion Expiree: J ~ . . . . . . . 1 . . . . . , \ w~~..... • • ' . . . ~v . ._...w.~.~., i ~ ~ • ~ C`.~`~~"I ~ ~ . , TRANSAMERICA • ; TM1g gPAGE PROVIOEO FOR FtECOROER'S USE: ' TI7'LE INSURANCE COMPANY ~r i'^ ~ ~ ~ , T. . . , .~;;•~.I.', ;~'~~r~ ~ i ~ ~ ~ ~ C/~1J~'~A~ FILEO FOR RECORO AT REOUE9T OF 92100•70`~ :'Oct ~ I 211 ' , ~ , u~~N~.lIUE i . t i ~Ilt ~ • . ; S1•u •.uu:tl'f'IVASN. ~ • • WHEN RECOROED RETURN TO • ~ ~ • Neme .....aStgliilPer.f...$E1QLTlg(1.t ...Stjoca(,@Z..bc..Std Ch ~ ~ . . Attorneys at Law _ : . Aea,e.. EasG...1201-9...Sprague. 5pokane, WA 99206 vo. ?bc~ CIIy. Sleie, Zlp File No. 5158/252 ~ Deed of Trust ~ (Fur Uac in [hr SfQte of Woahington Only) ~ 'f'f{IS UEIh;D UF TRtIST, mnde this._23Z~ day oLSew'anhe , 19 92.~.hctween ~ RANTN MiTC}1F7 T." a SingL persQn GRANTOR. r'sr 18320 CowleV' " Green,?cres. f~216 ` N'~1tIVC ~lt~t~ll"~~ 19 -J 7~j~(} TrtAN`nnii'sRTC'A 1'ITf,I: INSIiRANCE COMPANY, a corporation, TRUSTEE, who4e oddres.c iv 1200 Sixth Avenue, Seatt(e. Washington, and rnMEli n H WC'TTKAMP.~1 res~~rried nPrsQn as his senarate -DYm12ertY, md. aEN[:F[C'IARY, ~ - AIM BOCE, a married persori as her separate property whlixeis 6606 Sc_nmdview Dr. Gig.Harbor_ WA 9035 . 1VI'I'Nl:tiSl-7111: Grrmlon cercliy hnrgaina. xclls and ronve;vK to Truslee in Trust, with pnwer of 4nle, the (nllnm.-ing do•,rrihci{ rc•aI pn•operlv in Spokane Counly. Washington: • The South half of the West quarter of the East 3/5ths and the South - half of the Fast half of the West half of the East 3/5ths, all in Tract 12 of Vera, as per plat thereof recorded in Volime "0" of Plats, page 30; Sitvate in the County of Spcka.ne, State of Washirigton. , • • It is agreed that the pzYZnissory note referenced herein is to be paid in full prior J to the oorrmencanant of any construction on d►e real property described herefn. It is also agreed that no subdivided parcel o£ the real property herein described shall be sold prior to payment in full of said note. . : . whirh ren) pmlicrty i,; not uscd principnlly (or ngriCUlturnl or fnrming purpmRCS. togethcr wilh ell f.he ten- ' 4menl5, hr.rr.<lil.nrnents, nnJ appurtenAnces nnw on cerenfter thercunto belonginR or in any wise opper- ~ I.nining. nnd the mnts, is5ues and profits thereof. ~ F . ~ 'I'his deed ie for lhe purpose of securing performance of cach ngreement ot qrentor herein contmined, end - , pnyilirnl, o( lhc sum of'IWerity.E~ ~T17~tLSand~Oll~s_bc_N~IQQ Dollnrs I$~.~QO .00_) I ~ with in4Crr.vt. in acc~rdanca wil.h ~tic terms o( o promisanry note oi even dnt,e fierewith, paynble to IIene• ~ . . (iriryry eir order, nnd mn(lr by GranLor, and all renewnlR, modificntione nnd extensionr+ thcreof, t1i1d AIFO ~ ~uch further suma nS mny he o(lvnnced or loened by F3eneficiery to Crantor, or any of thcir Auccessors or , nssiwig. I.oacthcr with intcregt thercon nt such rete ns ahnli be aRrccd upon. 11) prote:ct the securily of this Deed of 71'ust, Grantor covenants end egrees: . , 1. lb keep the pmpxrty in gond cnndition and repair, to rcrmit no waste themof; to complete any building, • , struc:tum or imrrovement being built or nbout to be built therecm: CO rCRwt'C pCOR1ptIy N(1y bU11CI3Rjt, sS.n►cture . cir impmvemen4 lhr.reon which mny I:e dmmngecl or destmyecf: end to comply with all Inws, ordinnnces, neaula• • I,iony. r.nvennnt.s, contlitiong end resl,rictions af(ecting the property. ~ iva77 . ~ , . , i T : I i ~ I . . , c7 , ~ ~ ~ ~ I rI_.r I I I s ,~3. ! I F E ;93 12. AL.,------- , ~ I 6 ' ~ (•w] ~ ~ ~ ~ ~~/'~J(~j~]~~~ ~ I C . I • ^ ^ " I 1fApANY ~ I 6 - . " ThIS c. $~:f, . . I n*• , ' '.,Ut h%3C(19, fU( 1 :wUf ~ ~ ^ N LJV'i I ~ I ~C /q t(?fQfRli' ' oc?" 1n gi!nw V!l fl c ftEfS . , ,..;nteti ~•uS ~,ns'im r•,d i.,± 3f@R ' r.':ir.°nt'C!t,"c}f;t,,,.0r ,.e3U(!r, I ' • ~~t, I1^01Z I ~1 1V 1 ~ ( ' ir ':1Qdl! ~ ~ 'ttrl i ~ ~ ` I I I : ,3Ch~~ I ' . ' iT'r' iur any r,;ter r ii,; be ~ . ;:le tc I . ~ ;uun, 1 (J `S ~",&ti-!A . ` ~ ~ ~ ( w ( • ~ 5 C ~ ti . . ~ i I I ~ U ._..Od_J' LA„ . i 10 B a Rp P i~~{'~ Cf K . i AGV'iS~.l~ EJSStl uQ70 1~'9~:-11 ,mP J~ ~~ia sC°77-/ 1-0r~~ 1 L7) 9 11 9 312 9 13,; 149 g1~"~9UF VtaRA CEN'i°~'RL,I NE.°~°' IJoBo AU'r~O INVERSE 1000e '`~~.I'~'io Q)Q+ ivioo. ooooQla I A Ii~~ 00 L-0. ua W 1326. 8360 2326o 82S99 999.87A 33 2 2 Itl V ~ ~ 69 08 21.0 E br 682a ~ 80~~ 2286.52141 3682e 5°5' 654 3 3 lGiv s 0 a 4 90 ~~i W 1327a 090Za 9'5, c) 0 4 8 8 2 3 ;610o 26637 4 ~ xglqv N 39 07 51o w 2'070. F;1~jL,",~ ~31)o 99876 1000o 0036 4 ::r L Ad ~ DEP 0a 9+W24 -0. 090364 5 HL:LUSE eq Y~ I I jio I W W m ~1038 10 ~!aila (Z+0 cs~~~~ 1 W W W. lb vi 0 Qr0 1 F-'REC = 1 "fCl 2080283 Ar9ea = ~~~~742o 07 sq t 81.53678 ac FR 0 G d t~NC-LE DIST NORTH EAST BLOC;iK 12 S LXN~S & STREET L;ENTERL XK%S AUV"0 ~NVERSE STA~T 23260 82999 9990 371;~~~ 2 ~ ~ N;) S 89 08 21.0 E 6 '7 Qi. ~ ~ ~i 9-1 2316n r'333'r 16 7it:jo ;;~~~~G~j Fi ~ f a IiNv s 0 07 36a 4t'd w 66::;;. 4400 1653.31501 1669. 0;252' 12 121 1 6~ v iV 69 08 q~ 6o 0 W 69o g 700 g G63m 4g 7 g 5 999o 93A'1' 7 13 1 IN v N 0 0 ci 2:0a 0 w S~.-o 4 2 0 ~~l 2;26ti 83715 913 9. 13 14 4~~4 LAT R- DL P° ° 0o ZIQ1715 -0o 00; 10 14 6- ~:~:ioC~S t:, 3 ~ 3 2 4 80 9 W 0.0079 t*:~,26o 82999 9 99m 3'Y 13:1 c-'REC = I `f ~1 ;42~d44 Area-~ = 444~41 1. lZ~f sq 10. 20227 ac FROivi ANGLE D I 5°d' NORT~ ~AST TCl LU'l- nu`~'J I6~ ~ ~ ~SE STt~~RT f s630 1 1519 1019.93860 15 ib ~6qv N Q+ 02+ 290o 0 w 4 d~ o 4 121 0 2306.32715 10 F. C)o 8d ~ ~ ~ 16 XNV S 89 08 21.0 E 650.6583 d'296. 75178 1~70. 46124 17 17 ' N+~ s 0 07 38.0 !a9 643.4384 Y 653. 3151711 1669.03252 12 12 INV ~ 89 08 06. 0 W 649.1677 1663.11519 1011)o 93680 15 1019. 93F38~. 15 NO CLO~~RE EfqRI3t~ Area = 418129.11 sq ft 9. 51892 ac FRClivli ANGL.E DI 5T R90 R"f H EAei"F TO r~ST 3/~! OG'° L07 12 A U`c'D YiU6~E R S E ~s 1653.313011 166~ o ~G.b~9 5~wd~ Ss. 'F'v~.: ri~ i: w°U Y`L 7 I NJ N 0 qi'Y ;8o (E~ ~ 64 3. 4 3 9 4 22960 75178 g670o ~~~24 1 ` .kNV N 89 08 :°1o 0 w 390. 3950 2302.61700 1280o ~ 1034 19 19 YN4~ s 0 02 51o2 643. /~221 1659.19311 1279o 576;--9 2 1 21 INV S 89 08 06.0 E. 389. ~006 A E► :i ; . i5oA 1669.03252 12 F P0 M ANCLE D% ST NORTH EAST T~ F71P P~ Lk= C~AL AUTO INVERSE s7AR`d 1659.19511 1e_79o :1766:9 21 21 TNV N 0 IZ12 31o 2 E 321.7111 1980a 913606 1279o 28 iNv S 89 08 13.5 E 194. 9739 1977.96973 1474.79510 30 30 Y 6~V 19 E8 Qd17i 14o & W ►21. 71;0 1656.25506 14 7 4. 3 ~~4 4 Qb 26 26 1 IN v N ss ~206 06. 0 w 194. 750; g~°1i9m 19511 1d:79o ~:i7629 21 F RCiivi ANGLE D IST M 0 R TH EAST !`-,I_A'd BOUNl~RY PER L.AGAL AUTq INVER5E .c-aTGaF3T 1980. 90G06 ih_`.%'9. 8 4 3 ~'s~. 26 ;.7"s ~Nv GI- 08 13a 5 E 1944 ~9 7'ra 13 6 9 7 2; 14 140 'r~~~~~~ 30 ' IN v S !Z, 05 14o & W 296.7127 iL,8io ~57~~ 1474m 34254 32 32 IN v 1q 8~J 08 0Es 0 W g94o '/677 1684o 19765 1279. 59704 31, ael •.6 LNV N 0 02 51e 2 E 296a 70835 8\3 80■ 9 06 06 1279. O4,3~.'d 6« is Q ~~ROM ANCLE DgST NORTH EAST TO P4~AT OM: NDRY AUTO luqVERSE s"r~RT 1684.19765 1279.59704 31 I\ij iv 02 ;go 0. E 2 9 6. 7 1k-b W 1980a 9~~~~~ 127c)o 843~+~2 3 31 33 INV S 89 08 12.0 E i94o 980L-b 1977.96970 1474.80089 34 34 INV s 0 05 15.0 w 296. ~200 16BYo 2500,.~~ 8474. 34775 35 35 INV N 89 08 06.0 W 194.7700 1684. 19040 1279.59995 36 LAT & DEP° 0. 00726 --0o 0212-,R(el 36 EaC,:LU:~E N e?l 48 48o 6 W I b o ~~LA 7 8 gC,84e g97C9v 12'19. 59704 31 F°REC = I 125812 Ap-ea = 37817. 88 sq f$ 1.32732 ac ' ^ ✓ ~ V ! 1 7 m'z~ r ` LAND MARK SURVEYORS 3 0 9 9 5 ROUTE 1, IDAHO RD. 255-6159 t9-t0 ~08 ~y ~ UBE~tTY LAKE, WA 99019 , 9 19 1250 ~ PAY TO THE t q ORDEIt OF -p + a s -V\ DOLLARS r. U.S. BANK 1 800 US BANKS ° a U. BS. ANK OP WASHINGfON, NATIONAL ASSOCINTlON ~ a ~y-~ . +i MEMO / / 7 1-1: 12 5000 LO 5I: 1081 9 3 5 7 26,1' 3099 , Igom ~ ~ ~ ~ RECEIPT uc~te ~f `7 19 ds 2 Received From v047%~ Address aollars $ I~D, c• For 7 7 ~ ACCCl3NT • } HOW PAID A~OUNT ~ I 1 CASN AMT. PAIO 1100 C}IKX-fS- Llsd 3ALANCE MONEY I $v ?JGI~. Y3~Yf ~ OUE ORDER l ♦ ~ 8Ka08 REi,,1fCR•AM BEFORE THE SPOKANE COUNTY PLANNING DEPARTMENT ~ . . REOEIVEI~ ~ , DEC 1 71992 ` IN THE MATTER OF ) FINDINGS OF FACT, :SHORT PLAT NO. SP-777-92 ) CONCLiJSIONS AND DECISION THIS MATTER, an application for subdivision of land, from Randy Mitchell has been d and decided upon, pursuant to Spokane County Subdivision regulations, on the rof December, 1992. FINDINGS OF FACT A.ND CONCLUSIONS 1. The individual signing below has further been properly delegate,d the responsibility for rendering the decision by the Spokane County Director of Planning. 2. The proposal is to divide approximately 1.33 acres into 4 lots for single family, dwellings and those uses permitted in the underlying zone. 3. The proposal is generally located north of and adjacent to Main Avenue and approximately 250 feet east of Conklin Road in the SE 1/4 of Section 13, Township 25 North, Range 44 EWM, Spokane County, Washington. 4. The existing zoning of the property described in the application is Urban Residential-3.5 (UR-3.5), previously established as Agriculture zoning in 1942 and redesignated to Urban Residenrial-3.5 (UR-3.5) on January 1, 1991 pursuant to the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing Urban Residenrial-3.5 (UR-3.5) zone. 5. The Spokane County Comprehensive Plan designates this area as Urban. The development and uses proposed are generally in accord with this category. 6. Surrounding uses are primarily residential. 7. The required public notice was provided for this proposal and agencies having a potential interest in the project were notified and recommendations solicited. 8. Comments were received from an adjoining property owner expressing approval of the proposed short plat. 9. Recognizing the recommended conditions and Spokane County development standards, the proposed short subdivision makes apprcpriate provisions for the public health, safety and general welfare and that the public use and interest will be served by platting the subdivision. The subdivision proposal is generally consistent with RCW 58.17 and the County s«bdivision regulations, promoting the public health, safety and general welfare in accordance with standards established by the state and Spokane County. The proposal as conditioned does provide adequate public facilities as cited in RCW 58.17.110 (2). More specifically: a. open spaces b. drainage ways c. public and/or private rights-of-way d . potable water e. sanitary waste disposal f. parks and recreation facilities g, playgrounds h . schools and schoolgrounds 7 he above improvements are either existing facilities or will be provided by the applicant upon finalizafion of this short subdivision as conditioned by the Committee and implemented by the various County agencies. 10. The proposed short plat will be served by a public/private water system. Waste water disposal will be as authorized by the Director of Utiliries. { , ' ' • FINDTNC"rS AND DECISION 5P-777-92 Page 2 ~ 1. The pro,ject is emempt frorn environmental review under the State Envi.ronrrxental Policy Act puarsuant to WAC 197-11-800 (6) (a). . DECISION Based upon the above nated Findings af Fact and Conclusions, Shvx-t Plat Application SP-777-92 is hereby APPRO~ED unfil January 1, 1,996, subject to condxtions noted belaw. Most af ttae conditians of approval shall be accomplished by the applicant and/or sponsor prior tv fina1~~ation of the short subdivision. This decision -is fi-nal unless appealed in wrating, consistent with adopted appeal procedures, These Conditions of Apprvval apply to applicant(s), owner(s) of the property, beirs, assigns or any successors-in-interest to property. I'LANNING DEPARTMENT CQNDZTIONS 1. All conditions impased by the Planning Depaftment shall be binding an the "Applicarit°", which term shall include the owne-r or owners af the praperty, heirs, assigns and successors. , 2. The propasal shall comply with the Urban Residential-3.5 (UR-3.5) zone as amended. 3. The finaJ plat shall be designed substandally in conforxnance with the preliminary pIat of record. No inc-rease of density or number vf 1ots shall accur without a change of condirion applicati,an submittal a.nd approvaL 4. The Plan.ning DXrectorldesignee shall review any propose.d final plat to ensure Got7lplZaI1Ce W1Ch thESe FlI']d11"ig5 and CO1'kd1t.0n5 of App1"pval. 5. Appropriate -road name(s) shall be indicated, 6. The prelizxiinary plat is given conditiona.l. approval for three (3) y=s, specifically to January 1, 1996. The appIicant rnay request an extension of t.ime by submatting a wfitten request approxirnately forty-five (45) days prior to the abave expiratian date. 7. A.pprapriate utility easements shall be indicated +on copies vf the proposed fznal plat. Written approval of utility easements by appra,priate utilrty ccrrnpanies shall be ~received wTth the subn-ilttal of the final plat. 8. Three (3) current certaficates of title shall be fumished to the Planning Depa-rtment prior to filing the final plat. 9, The final plat map shall indicate by aclear, dashed line the -required yard setbacks from all private, „Tracti X" or public roads. The dedication shall cantain the follovring statement: "Side yard arid rear yard setbacks shall be determilied at; the Cime building permits ar~ ~~quested unless thes& setbacks are specifically drafted on this final plat. T'he setbacks iiidicated an this plat rnay be varied from if propec zoning approva1s are abtained.'i 10, A plan ~or water facilities adequate for doznestic service and fire protection shall be approVed by the water puz-veyor, appropriate fire p-rotecdon district, County Bu,ilding & Safety Depar-tment and County Health District. The agencies wi.l certify on the Water Plan, priar to the f.zling of afina1 plat, that the plan is in canformance with their . ~ respecrive needs and regulations. The Water Plan and certifica6on shall be drafted on a transparency suitable for reproductivn and be signed by the plat sparasar. 11. The water purveyor shall certify that appropriate cQntractrzai arrangements and schedule of improvements have been made w-ith the plat sponsar for constructian of the waitr systern in accordance wxth the approued Water Plan. The time schedule shall provide for compledon of the water system and, inspection by the appropriate heaith authorities pnor to appIication for buiIding perm-its within the f na1 plat_ T'he arrangenlenzs or agreements shall include a. prova.sion holcling Spokane County and the purveyor .r''• FINDINGS AND DECISION SP-777-92 Page 3 hanuless from claims by any lot purchaser refused a building permit due to the failure of the subdivision spvnsor to satisfactorily complete the approved water system. 12. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fue protection district, County Building & Safety Department and water purveyor, shall be installed within this subd.ivision, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each 1ot and prior to issuance of a building permit for each lot." 13. No building permit will be issued for any lot within the final plat until certified by a Washington state-licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final plat" including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as-built" water system. - 14. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director/designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domesric and fue protection water to ensure the public health, safety and general welfare. 15. A survey is required prior to the filing of a fnal plat. COUNT'Y ENGINEER'S DEPAR7'MENT CONDITIONS I . The conditional approval of the plat is given by the County Engineer subject to dedication of right-of-way and approval of the road system as indicated in the preliminary plat of record. 2. Plans, profiles, and cross-sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to constniction andJor the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction andlor the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. 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. 5. Individual driveway access permits are required prior to issuance of a building pernlit for driveway approaches to the county road system. 6. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 7. The word "applicant" shall include the owner or owners of the property, his heirs, assigns a.nd successors. 8. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purpose is the formation of a Road Improvement District (RID) for said improvements, pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control a.nd paving to existing pavement) wili be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to Main Avenue. , 9. As an alternative method of constructing the road improvements stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and F:sticipating in a County Road Project (CRP) to the extent of the requized road improvements. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the F.TiNDI.NGS AND DECISION SP-777-92 Page 4 improvements required (curb, sidewalk, drainage control and paving to existing pavernent) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to Main Avenue. . 10. The following statement shall be placed in the plat dedicarion: "The owner(s) or successor(s) in interest agree to authorize the County to glace their name(s) on a petition for the formation of a Road Improvement District (RID) by the petirion method pursuant to Chapter 36.88 RCW, which petition includes the owner(s)` property, and further not to object, by the signing of a ballot, to the formation of an RID by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s)' property. If an RID is formed by either the petition or resolution method as provided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree: , (a) that the improvement(s) or construction contemplated within the proposed RID is feasible; (b) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceed the - cost and expense of formation of the R.ID; and _ (c) that the property within the proposed RID is sufficiently developed. Provided further that the owner(s) or successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conjuncrion with the formation of an RID by either petirion or resolution method under Chapter 36.88 RCW, and to appeal to the Superior Court the decision of the Board of County Commissioners affirming the final assessment roll. It is further agreed that at such time as an RID is created or any Road Improvement Project is.sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns without participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. However, the owner(s) or successor(s) agree that if said RID waiver expires without construction of the required improvements, the owner(s) or successor(s) agree to construct the required improvements at their own expense, pay to - Spokane County the then estimated cost of the required improvements to enable the County to complete the same, or furnish a bond or other secure method suitable to the County (which may include the execurion of another RID waiver agreement) providing for or securing to the County the actual construction of the improvements. All of the requirements of this agreement shall run with the land and shall be binding upon the owner(s), their successor(s) or assign(s)." This provision is applicable to Main Avenue. 11. The County Engineer has designated Typical Roadway Section Number Two, Local Access standard for the improvement of Main Avenue, which is adjacent to the proposed development. This will requi.re the addition of approximately 9- 11 feet of asphalt along the frontage of the development. The construction of curbing is also required. 12. The proposed private road(s) as shown on the preliminary plat serving 21ots with extension to serve eight (8) or fewer lots is approved by the County Engineer. 13. Private road(s) shall be improved to Spokane County standard for a private road urban/suburban standard serving 21ots, and are subject to approval under Section 10.207 of the Spokane County Fire Code. 14. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Aud.itor. Recording nurnbers shall be referenced in the dedicatory language of the plat. 15. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or FINDINGS AND DECISION SP-777-92 Page 5 otherwise service the private roads contai,ned within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no _ obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 16. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolurion No. 80-1592, as amended, which resolution establishes regularions for roads, approaches, drainage and fees in new construction. 17. The County Engineer has examined this development proposal and has deternuned 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. 18. The following statement shall be placed in the final plat dedication: "The private rodd as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 19. There may exist urilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Englneer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. 20. A cul de sac shall be constructed at the tenninus of the private road. 21. If lots C or D access the private road, the private road shall be designed and constructed for an Urban/Suburban standard serving three lots or more and shall be paved. COUNTY HEALTH DISTRICT CONDITIONS 1. The final plat shall be designed as indicated on the preliminary plat of record andJor any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Depa.rtcnent to the utility companies, Spokane County Engineer and the Spokane 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 disposal method shail be as authorized by the D'uector of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the . Regional Engineer (Spakane), State Department of Health. 6. Prior to filing the final plat, the sponsor shail demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each tract of the plat. 7. Priar to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 8. Prior to filing the final plat, the sponsor shall dEmonstrate to the satisfacrion of the Spokane County Health District that suitable sites for on-site sewage disposal systems are available on all tracts. 9. Subject to specific application approval and issuance of permits by the health officer, the use of individual on-site sewage disposal systems may be authorized. • ' . FINDINGS AND DECISION . SP-777-92 Page 6 . 10. The dedicatory language of the plat will state: "Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on-site sewage systems may be authorized." 11. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 12. The plat dedication shall contain a statement to the effect that: "The public water system, pursuant to the Water plan approved by county and state health authorities, the local fire distiict, County Building and Safety Department and water purveyor, shall be installed within this plat, and the applicant shall provide for individual domestic water service as well as fire protecrion to each tract prior to sale of each lot/tract and prior to issuance of a building permit for each tract." COUNTY UTILITIES DEPARTMENT CONDITIONS 1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-site sewer disposal systems is hereby authorized. This authorization is canditioned on compliance with all rules and xegularions of the Spokane County Health District and . is further conditioned and subject to specific application approval and issuance of pernuts by the Health District. 2. „The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of t71,11) by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. Each new dwelling unit shall be double-plumbed for connection to future areawide collection systems. BUILDING AND SAFETY DEPARTMENT CONDITIONS 1. Requirements of Fire Distirict No. 1 need to be sarisfied during the building pei-rnit process. 2. The applicant is advised that the private road shall be named and signed in accordance with the provisions of Spokane County Road Standards. This condition may be waived i.n the event that the Department of Building and Safety determines addressing _ on the private road is not acceptable. However, at such time as the Department of . Building and Safety feels the need for the road to become a private, named road, the applicant/owner shall participate and cooperate in this process. VERA WATER AND POWER 1. The thirty foot private road right of way can be utilized for the installation of the water and power lines if its designated as utility easement in addition to the road use. APPROVED TI-E CP 4'~11 DAY OF DECEMBER, 1992. TI1V1 LAWHEAD, AICP Planner 11 FINDINGS AND DECISION SP-777-92 Page 7 For: Bill Moser, Planner X Under State Law and County Ord.inance, you have the right to appeal this decision to the Spokane Counry Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. If you desire to file such an appeal, you must submit a letter along widl a $120 processing fee, payable to the Spokane County Treasurer, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456-2205. pc: County Engineer County Utilities County Health District County Building & Safety Randy Mitchell, 18320 East Cowlry, Greenacres, WA 99016 VVillard Boatwright, Box 921, Post Falls, ID 83854 0921 S hirley Morris, 16404 East Main, Veradale, WA 99037 Don Weitkamp, 12711 42nd Avenue NrE, Seattle, WA 98125 ~ r r.. .r : _ r._ _ . . ~ i. ~ r . ~ y. ~ ~ q.. . ~ • ~ i•.: , ti i 'r 1~: i L_ i i.~1, 61'" -tii-l..!S r ~.t`•. t^~ 1 ~-l ~ r~ :Ii N,v F..: ETI L:1 I~' .L .~,..1 dm. 03: j Pi i n k c.i I~1 f t'jf E -11. :L 11 t_.( A°' IDc:.a. I' I 11 ! v : ~i (?...u. -Y -r!_S n'i : F'.1. t ! 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C cl 1' 1) ~.a c c k:f :::i 1; t1 f:' L.! 1' a i: fs C) ER i l ~ 1, 11 E:j P) v R t. C ' i i..~ t.1 Cl `=s I --1 iok .1. .l f;} e r- { e t-= .Z. l.~ I 1 ~~.Z :.a iI W -fi~ ~ j` C i i i ;r' i : ~ E~ ; t„I ~ ~ 4_ ~'l i 1 :a. { ~ t_~ s.=l f a! ti l 7 „ ~ . ( 7 1 - ~~ti t_:~ L ':.:i ? 1" fI1 'f" ~ ~ ~ c''( '::i i": ~:l l._=' j : = ! .ti C! E..i EASYDISP V1.01 - ROAD SEGMENT INFORMATION 1 Road Number: 2946 - MAIN AV Start MP: 00.00 Function Class: Local Access Ending MP: 00.12 Rural/Urban: Urban Federal Route Pavement Shoulders Type: Low Type Bituminous Type: Surfaced Width (Feet): 18 Left (Feet): 06 # of Lanes: 02 Right (Feet) : 06 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. EASYDISP V1.01 - ROAD SEGMENT INFORMATION 1 Road Number: 0627 - CONKLIN RD Start MP: 00.00 Function Class: Local Access Ending MP: 00.75 Rural/Urban: Urban Federal Raute Pavement Shoulders Type: Low Type Bituminous Type: Surfaced Width (Feet) : 20 Left (Feet) : 02 # of Lanes : 02 Right ( Feet) : 04 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. CURRENT & PROJECTED TRAFFIC COUNTS 1 Station # 4070 SULLIVAN RD SULLIVAN RD RD # 4597 NORTH RD # 4597 SOUTH 08/05/86 - 14,226 08/05/86 - 10,351 CURRENT - 18,186 CURRENT - 13,232 + 5 YRS - 22,127 + 5 YRS - 16,098 + 15 YRS - 32,753 + 15 YRS - 23,829 + 20 YRS - 39,848 + 20 YRS - 28,993 SPRAGUE AVE SPRAGUE AVE RD # 4538 EAST RD # 4538 WEST 08/05/86 - 11,985 08/05/86 - 14,072 CURRENT - 15,322 CURRENT - 17,989 + 5 YRS - 18,641 + 5 YRS - 21,886 + 15 YRS - 27,593 + 15 YRS - 32,397 + 20 YRS - 33,572 + 20 YRS - 39,416 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. CURRENT & PROJECTED TRAFFIC COUNTS 1 Station # 4071 FLORA RD FLORA RD RD # 1344 NORTH RD # 1344 SOUTH 08/11/86 - 11016 08/11/86 - 871 CURRENT - 11298 CURRENT - 11113 + 5 YRS - 11579 + 5 YRS - 11355 + 15 YRS - 2,337 + 15 YRS - 21005 + 20 YRS - 21844 + 20 YRS - 21439 SPRAGUE AVE SPRAGUE AVE RD # 4538 EAST RD # 4538 WEST 08/11/86 - 10,964 08/11/86 - 11,681 CURRENT - 14,007 CURRENT - 14,923 + 5 YRS - 17,042 + 5 YRS - 18,156 + 15 YRS - 25,225 + 15 YRS - 26,875 + 20 YRS - 30,690 + 20 YRS - 32,698 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. CURRENT & PROJECTED TRAFFIC COUNTS 1 Station # 4210 FLORA RD FLORA RD RD # 1345 NORTH RD # 1345 SOUTH VALLEYWAY AVE VALLEYWAY AVE RD # 5114 EAST RD # 5114 WEST 08/19/86 - 373 CURRENT - 475 . + 5 YRS - 578 + 15 YRS - 856 + 20 YRS - 1,041 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. CURRENT & PROJECTED TRAFFIC COUNTS 1 Station # 4212 SULLIVAN RD SULLIVAN RD RD # 4597 NORTH RD # 4597 SOUTH VALLEYWAY AVE VALLEYWAY AVE RD # 5114 EAST RD # 5114 WEST 08/11/86 - 612 08/11/86 - 563 CURRENT - 782 CURRENT - 718 + 5 YRS - 951 + 5 YRS - 874 + 15 YRS - 1,409 + 15 YRS - 11293 + 20 YRS - 1,714 + 20 YRS - 1,574 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. ~ t ' + x'`- :i " ~ ~ i ~ ~ ~~-~viil Cflo- T',~, R~ PLANNING DEPARTMENT „ 3, •v.y ' BF20Ap+n'AY CEN7Rc BUILaING N 721 JE'FERSON STP.EE7 ~ i , ~ ~ , ' ~ ~ .,i't~ PHONE 456-2205 • , • ' ~ , ~r'. a,.~~i= ~ , gaai' ,...;a,. :.~,~-.:4,.,..,,_, ; -r;~•-.•T SPOY.ANE, WASHINGTON 99260 SPOKAv" COUN7Y COURT WOUSE MEMURANDUM RECEV4~~.~ 4 1992 ' ~ `TO: Division of Enbinecri»b and Ro.tds C. Ept ~ Division of Utilities Division of Buildings Spokane County Health District Spokane County Fire Disti-ict #1 t,., Vera Water and Powejr- . . . FROM: Bill Moser, Planner I DATE: November 4, 1992 SUBJECT: Preliminary Short Plat SP-777-92 Attached is a copy of the applicarion and proposecl preliminary Short Plat map submitted by Randy Mitchell for the subdivision of 1.33 acres icito 4 lots for sin~le family dwellings. Please review this proposal and return your commeiits and recommendations by November 18, 1992. If you have any questions rr;garding this file, you iiiay contact me at 456-2205. Please direct any written response to Bill Moser. Thank you for your pronipt attention. S~Ltl1 Enclosures c: Randy Mitchell, 18320 E1st Cowlry, GreEnacr-es; WA 99016 ~ i . ~ , " ~ ' ~ w . + " f' ;,t! y . g'. yF •'/~l, Y ,'+l, I 1ti c. • . _ r:.~` . . PLANNING DEPARTMENT i ,.,.••M:yl~~gk'p. ~~Y,Y7. SIO+C COYwIt LOV.TwOVEC ' sp 77 ~ PIZELIMINARY SHORT PLAT APPLICA.TION P ARrl J, A. GENERAL INF()RtV~ATXON: ~ . ~ NAMEOF APPLICANT/REPRESENTATIVE: MAIL]NG ADDRESS: r - - CITY: 7 '121~%46VIe5 STATE: /'~S `l ZTP: ' PHONE: (work) 79D (04v'2 I (home) ZF APPLZCA.NT IS NOT OWNER, XNCLUDE WRX7"TEN 0'WNER AUTHORIZA.TZON FOR APPLICANT TO SERVE AS REPRESENTA -17, LEGAL OWNER'S NAME: PHOI~'E: MALLTNG ADDRESS: ~ PROJECT/PROPOSAL SITE AREA (acres or sq. ft) / ~3~ ADJACENT A.REA OWNED OR CONTROLLED (acres or sq. ft.) P✓~ ~ ASSESSOR PARCEL #S OF PROJECT/PROPOSAL -~<,l34y I. ASSESSOR PARCEL #'S OF ADJACENT AREA OWTIED OR CONTROLLED STREET ADDRESS OF PROP4SAL EXISTING ZONE CLASSIFICATTON(S) (DATE ESTABLISHED) u~C 3S EXISTING USE OF PROPERTY NQt~'''L COMPREHENSIVE PLAN CATEGORY o r SCHOOL DISTRICT ~ V FIRE DISTRICT WATER PURVEY4R , . PROPOSED USE OF PROPERTY: Single family dwellings (JC) Duplexes Multifamily dwellings Manufactured homes ( ) Business ( ) Induscrial ( ) Mixed Use ( ) Other ( ) - Describe: LIST PREVTOUS PLANNING DEPARTMENT ACTIONS INV4LVI~i tG THTS PROPERTY: . B. LEGAL YNFQRMATYnN: , /1) I, M,4 11VE 14f)P60 300 F~-Fp'T LOCATION OF PROPOSAL: ~ SECTION CTOWNSHIP RA-NGE NAME OF PUBLIC ROAD(S) PROVIDrNG ACCESS: .~14t`~U ~T1ctZ(Z•7` WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED A,RTERIAL YES NO NAME(S) OF ARTERIAL ROADS LEGAL DESCRII'TION QF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTM A.RE~ TO BE SUBD~VIDEDON PRELIMINARY SHORT PLAT. . 1/~.►~_ I~, 1 2-. 1n~ 4 n o r- ~A/ 6- n ' ~i ~ ` ;a / , ,r . ~ , PRELIMIINARY SHORT PLAT APPLICATION Page 2 of 4 IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTLREST IN IT? WHAT ONS WHICH PROFO~ WTHE ARRCHANGE ANTED D CONDIO JS~~g~ ~.t~.1~1 ~ Y 1_ 1... E~~--t ~~S IS ~ / WHAT IMPACT WILL THE PROPOS~ED SHORT PLAT HAVE ON THE ADJACENT PROPERTIES? ►~1~9-l1~ h _ WHAT FACTORS SUPPORT TI-M PRO OSED SHORT P AT? , i~(A.► , ► . ~ r~ o . ~ . ' WHAT MEASURES DO YOU PROPOSE TO,I~ ITIGATE YOUR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? f't/wvI? . C. PRELIMINARY SHORT PLAT rENE1tAL INFnRMATInN: NUMBER OF LOTS: ~ GROSS AREA: 1. /'~C12 ~ZSS TYPICAL LOT SIZE: PROPOSED NET DENSITY*: SMALLEST LOT SIZE: MIIVIMUM FRONITAGE: PROPOSED SOURCE OF WATER: Individual wells O Public system Private Cotnmunity System O Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer Communiey system Sepcic tank and drainfield N Double Plumbing ( ) Dry Sewer ( ) Olher ( ) ' Describe: . UTILTTY COMPANIES AND/OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: V. W.~ Sewer. ~KrnR~ IA-0 A Gas: Waler: v Lv ~ Phone: DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROpERTY, HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSIONS 0R FURTHER ACTIVITY RELATED TO THIS . PROPOSAL? Yes No (~Q IF YES, EXPLAIN: D. PRELIMINAR'Y SHnRT PLAT YM1'RnVEMENT ZNFnRMATInN: LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads ,k!'} Public roads Arterial roads Tract X roads DESCRIBE ANY COMBINATION OF ABOVE: ESTIMATED TIME PERIOD EXPECTED FOR.COMPLETE DEVELOPMENT OF THE SUBDIVISION: / IS PHASING OF TBE FTNALIZATION OF THE SHORT PLAT PROPOSED? Yes Nlo IF YES, SHOW PHASING ON THE PRELIMINARY SHORT PLAT MAP. TS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, ecc.)? Yes O No Q~. ' - . • IF YES, DESCRIBE: *NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND/OR PUBLTC ROAD AREA. . I~ D I ~ ~ y ; ~ ~ 7 :11 w . i PRELIMIlVA.RY SHORT PLAT A.PPLICA.TTON . Page 3 of 4 J • ~ PART XI THIS SECTTON OF THE APPLICATION W]"LLL PROVTDE THE PLANNING DEPARTMENT S7'AFF WITH WRITTEN VERIFICATION THAT T'F-iE APPLICANT HAS HAD PRELIMINARY CONSULTATION WZTI-I THE AGENCIES IDEN'TIFIED. RESULTS OF T'HE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MA.RSHALL/FTRE DYSTRICT • A. THTS PROPOSAL IS VYITHIN FIRE PROTECTION DISTRICT NO. I B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) - BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE PROTECTION PUKPOSES. C. RECOMMENDED FIRE FLOW: OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFZNITIVE; AND WTLL BE DETERMINED AT BUII,DING PERMIT APPLICATI0N TIME. / D . REQUIREMENTS INCLUDE: i/G -cZ - ~•1~° ,iQ~,cJ~'~ry ~/,~.~r~s / a' , " /bA''I'E ~~DISTRICT~ SIGNATURE/TITLE . ~ v . WATER PUZtVEYO}.Z A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUZREMENTS rWiWE) (HAVE NOT) BEEN MADE. B. REQUTREMENTS/COMMENTS: ~ 7 - l - ~ -z WATER DISTRICT ~ SIGNATURE/TITLE DATE _ COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WIT'H THE APPLICANT. A. COMMENTS: 30 - 92 SIGNA~URE/TITLE DATE , C OUNTY UTZLITXES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL 4HAV..E) (HA E NOT) BEEN SATTSFIED. THE DESIGhTATFD WATER PURVEYOR FOR THIS SITE IS ~I~~A . ` A. COMMENTS : C~ ~f Cc`~•l-~ j,~1~ ~ ; ~ ~ D. 14~d ' + r ` SIGNATbRE(I'I.TLE ~ DATE ~j U HEAT.,TH DZSTRICT A PRELIMINARY DISCUSSION HAS TAKEN PL . RA.L, REQUIREMENTS FOR SUBMITTAL OF THIS PROP AL -{'E} (HAVE NOT) BEEN SATTS~'IED. ll; A. COMMENTS: 1 j . ul~~~,~. ~ ~ SIGNA"T`UiZVITLE DATE , l sEwEn rvRvEYoR A PRELTMINARY DISCUSSTON HAS TAKEN PLACE AIVD GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLTCANT. ` A . ' COMMENTS : ~ 'SI aATURE/TITLE DATE . V PF' 3 ~ , - r L PRELIMINARY SHORT PLAT APPLICATTON Page 4 of 4 PART III D. gpqr~ SURVEYOR VERIFICAT'ION ~'"'wASy 9~ _ I, THE 'i~ S LAND SURVEYOR, HAVE COMPLETED THE INFORMATION REQUE S~ N AND PRELIMINA.RY SHORT PLAT HAVE BEEN P.REPARED BY ME OR TvL=~"S ~ ISn CCORDANCE WTTH THE REQUIREMENTS OF THE SPOKANE COUNT ZON]N S lithivis ' G NS ANll THE LAWS OF THE STATE OF WASHINGTON. o,~ q t 0944 •F~!STE~ ~ f ~%p~`~r.~~ DATE: A! LA " EDXPI 12%3 PHONE: ~~%'1-- ZTP: PART ZV - (SIGNATURE OF PROPERTY OWNERS OR LETTER OF ALJTHORIZATION) T, T'HE UNDERSIGNED, SWEAR UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER S WEAR THAT I AM THE OWNER OF RECOR OF THE AREA PROPOSED FOR TI-E PREVIOUSLY IDENTIFTED LAND USE ACTTON, OR ~ OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM O R A CTIONS ON HIS/HER BEHALF. SIGNED: DATE: ADDRES S : l ~~/.li~~Si PHONE: ~02 ZIP: . SIGNA`TURE OF ICANT OR REPRESENTATIVE ( DATE STATE OF WASHINGTON ) . } ss: COUNTY OF SPOKANE ) . SIGNED AND SWORN TO/AFFIRMED BEFORE ME ON THIS ~ DAY OF • •'•:~~"r~' ~;/r - 11992~; BY l~~ ~ l~ri•'.~. :i. ' ~„y;{:. i • ! - . ' u i., i+yt~'~~?~4 . A:'~.sa S.. • i - •n: : ~,~~•,..-i!•'r' i~': . ,y~~~::~^~ ~~~~r~~.~. ~ ~ • • / • "ar. ~ ' , ~ r'~~,` C,~, ii• .~1/~I ;~1~ t / • , `N'O''A2Y~SEAI./'I + ~ 1•-- -'.'a - - . ' • C , - , ~ , . ~ ` .f _ • ~ ~ t: - Notary Public in and for the State of Washirigton - = : ? - ~ • : + Residing at: MY aPPointment exPires: . ; ` . ~p: i.! • ~ . , • ' • • ~.F`. , . . PART V (TO BE COMPLETED BY THE PLANNIING DEPA.RTMENT) , r DATE SUBMITTED: FILE ~ DATE ACCEP'TED: BY: TOTAL FEES: ~ 7tl) ~ RECEIPT ~ ` vs ` .'s..+ I ' ~ I I ~ ~ , PLANNfNG DEPARTMENT 1p0-4.9 (OVoT, cOV"1OVlC PRELIMINARY SHORT- PLAT APPLICATION PART I A. QENERAL, INFORNATInJ~;, , Axv/~ NAME OF APPLICANT/REPRESENTATIVE: MAILING ADDRESS: If '0Gt//~ CITY: STATE: ZIP: • PHONE: (work) (home) IF APPLICANT IS NOT OWNER, ZNCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: PHONE: . MAII.ING ADDRESS: ' PROJECT/PROPOSAL SITE AREA (acres or sq. ft) ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) ASSESSOR PARCEL #S OF PROTECT/PROPOSAL ASSESSOR PA.RCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED STREET ADDRESS OF PROPOSAL NcYvv( EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) U bQ 3S EXISTING USE OF PROPERTY Nort, ''t- COMPREHENSIVE PLAN CATEGORY Or IWO SCHOOL DISTRICT CV FIRE DISTRICT WATER PURVEYOR I~E 9- A- i~K), , PROPOSED USE OF PROPERTY: Single family dwellings QQ Duplexes Multifamily dwellings Manufactured homes ( ) Business ( ) Industrial ( ) Mixed Use ( ) Ocher ( ) - Describe: LIST PREVIOUS PLANNING DEPARTMENT ACTIONS IINVOLVIlNG THIS PROPERTY: B. LEC AL INFOR UATIONi LOCATION OF PROPOSAL: / l. o P M,9 AIC AQeO 3~ F~ F ~T . ~q d SECI'ION TOWNSHIP c.~Sr RANGE c NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL YES O NO NAME(S) OF ARTERIAL ROADS LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE ARE~1 TO BE SUBDJ.,VIDEDON PRELIMINARY SHORT PLAT. - V~:' 6,j In9 l~ FRELIMINARY SHORT PLAT APPLICATTON Page 2 of 4 IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? WHAT ARE T'HE CHANGED CONDIT ONS QF THE ► A WHICH YOU FEEL MArE S O~S ~ q ~►I1,~g,[?.l() PROPOSAL WARRANTED? ~ / WHAT IMPACT WII.L THE PROP05ED SHORT PLAT HAVE ON THE ADJACENT PROPERTIES? WO-111g • WHAT FACTORS SUPFORT TI-E PRO OSED SHORT P AT? WHAT MEASURES DO YOU PRQPOSE TOMITIGATE YOUR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? C. PRELIMYNARY SHnRT PLAT GENERAL INFQRMATIQbL- NUMBER OF LOTS: ~ GROSS AREA: 1. 3~~9C✓Z tZS TYPICAL LOT SIZE: --gQ PROPOSED NET DENSITY*: SMALLEST LOT SIZE: Qo k NflNIMUM FRONTAGE: ~ PROPOSED SOURCE OF WATER: Individual wells Piiblic system Private Community System Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer Community system Septic tanlc and drainfield Double Plumbing Dry Sewer Other Describe: UTILITY COMPANIES AND/OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: V, V1,~. Y- Sewer. ~ Gas: Water. v Phone: DO YOU, OR THE OWNER IN T'HE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS PROPOSAL? Yes No IF YES, EXPLAIN: D. PRELZMINARY SHQRT PLAT IMPRQVEMENT YNFORMATInN: LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads k^l'j Public roads Arterial roads Tract X roads DESCRIBE ANY COMBINATION OF ABOVE: ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION: ~ TS PHASING OF THE FINALIZATION OF THE SHORT PLAT PROPOSED? Yes No Q() IF YES, SHOW PHASING ON THE PRELIMINARY SHORT PLAT MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Yes O No 00 IF YES, DESCRIBE: * NET DENSIT'Y IS LTNITS OR LOTS PER ACRE MINUS PRIVATE AND/OR PUBLIC ROAD AREA. ~ PRELDViINARY SHORT PLAT APPLICATTON. Page 3 of 4 , , - PART II THIS SECTION OF T'HE APPLICATTON WII.L PROVIDE THE PLA.NNING DEPARTMENT STAFF WITH WRITTEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMTNARY CONSULTATION WITH THE AGENCIES IDENTIF'IED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MARSHALL/FIRE DISTRICT A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) - BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACII.I'TIES FOR FIRE , PROTECTION PURPOSES. , C. RECOMMENDED FIRE FLOW: ; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WII,L BE DETERMINED AT BUII..DING PERMIT APPLICATION TIME. n . REQUIREMENTS INCI.UDE: FIRE DISTRICT SIGNATURE/ITTLE DATE • WATER PURVEYOR A. SATISFACTORY ARRANGEMENTS FOR DQMESTIC WATER AND FIRE FLOW REQUIREMENTS (HAVE) (HAVE NOT) BEEN MADE. B . REQUIREMENTS/COMMENTS: WATER DISTRICT SIGNATURE/TITLE DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: A(A ~2 ~ a✓1 ~ - _ `~Z S IGNAhJRE/TITLE DATE COUNTY UTILITIES . A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQLJIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFTED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS A. COMMENTS: SIGNATUREfI'ITLE DATE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. A. COMMENTS: SIGNATUREMTLE DATE SEWER PURVEYOR A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. A. COMMENTS: SIGNATURE/fITLE DATE ; 'PRELEVITNAR,Y SHORT PLAT APPLICA,,TION Page 4 0f 4 ` . PART III 5~~~~R VERTFICATION 1, THE UNDERSIGNED, A LICENSED LAND SURVEYDR, HA~ ~ONfPLET'F-D THE FiYFDR1vIATIDN REQUEST'F-D. LEGAL DESCRIMON A,ND ~RELD41NARY 5HDRT PLAT HAVE BEEN PREPARED BY ME OR UNDER MY SUPERVZSION IN ACCDRDAI+iCE WITH THE REQUIREMEN'TS OF THE SPOK.AN~ COUNI" ZONTNG/SLTBDIVISION REGULA"IIONS AND THE LAWS QF THE STATE OF WA5HIINGTON. ' _ SIGNED; z DATE. ADDRES S: - PHONE. ZIP: PART IV (SIGNATIRE C)F PROPER"I"Y OWNERS C]R LETTER OF AL]'f'HQRIZATIC3r~D 1, THE UNDERSZGNED, SVVEAR LFNDER PEiNALTY OF PERJURY THAT THE ABOVE RESPC}I~zSF-S ARE ,Iv~~E TRUT'HFLTLLY AND TO TE.E BEST OF MY KNOWLF-DGE. I FURTHER SWEAR TH.AT Z.4M TH.E OWNF~ OF 'RECORD OF THE. AREA PRdFOS£D FOR THE PRF-VIOUSLY IDENTIFMD LAN.D USE A.CTTON, OR, IF NOT THE OVNER, ATTACHEI3 RERF-WITH FS WRI'FTEN PFWSSIQN FROM THE OWNER AUI'H4RIZIlVG MY ACT'IUNS ON HIS/HE'R BEHAI .F. SIGNED: DATE. ADDRESS: PHONE: ZIP: SIGNA'I'L]RE OF APPLICANT DR FEFRESEN'Y'ATTVE DATE S`T'ATE OF WASHINCTON } COLT'hTI'Y OF SP~KANE ~ SFGNE'a AND SW0RN TOIAFFTFtIvMD BEFORE ME ON =S DAY OF - , 1992, BY - - N~OTARY S EAL ` AIotaFy Public in and far the State af Washingtan Residing at; My aPPornt.nnent expixes: P.~RT V (TO B~ ~ONIPLETED BY"I'HE PLANNING DEPAR'I'MEN"I") DATE aUBM=D: FIILE _ DA`I'E ACCEP'IED: BY: - T~TAL FEES: ~ RECEIPT 4: • .cr...~.~ i ~ - ;~_.v c+~"„" ~ - i , . i _ - . • ' - ~ . ,f , ` 1 ~ ~ ~ ` ~ ~ ` . i • _ ~ ~~'f. ~ ~ ~.,~r~ ' • y` i ~ . i .i J~ i~ ~ ~ i►+ ~ ~ ~ ~s~7s :.i.._ ~ 1 "~T ~ - _ ~ . - , ~ c~ ~ ~y r ` ~ • ~ . . , . . . . . , f~~' R' p 21522778 A TNlS NOTE IS LEGAlTENOEN Sm • fOR All DEBTS, PUBUC AND PRIVATE ~ /I I II _ ' . ~ ~~Tn~tLL~G~~~D•G• ~ ~c.~~ ~ . ~ ~ ~ ~ • ~ ' \ ' ~ 1 I r.• . t~ - ~ ~ ~;r~ ~ ~ p 21522778 A ; ~ . - ,~.c'•. .'a9~o~;"~ 5.~.~r~~:~~..~''~~►,~36~ F . . . , ' . . ' • • T~ «~1~• • ~~.a~ ~ ~ - ..~.,•.,t~~ t - '~,.v,.a.d~~~ ~r.4•t~~Y~v t ~ ~ ~ ; - . . - - ~ ' n:•:~ ~`l~~~`i' ' ` . . ~ . , _ , . ~ . . . . , • . _ ' . , , , ` • . . . ; . ~ , _ . . : ; . , ~ . ~ , ~ ' ~ • ; . ' , • ~ ' , ~ ~ N, U M B E R . . . - _ : . . ~ .1T ;~r. : .,'~t : OATf RECEI., ~ PT: ' : ~ _ ' ~ : ' ~ • , ; . ' , ~ 2• ~ ~ r ~ ' ' ' . - ' z : ' ~,RECEIVED FROM • 1. I^fl r ?I~~ " b~ . ' . . ' ~ . ~ ~ ,~i0 /{}yo^~ ♦ ~ •.i' ~ ! ~ .a ~ - ,.Y. '•i o tdl~~i,~~1~ •~~_'l. ~:*A~ ~ '/,CidfeSS • • - - ' • • - . - - d , . . . . ~ , . , . , ~ , , - - . ~ ou . . ' ~ ' , . ~ j;... , - ' . . . , ; . ' 00 RS(I~ /V v. . . • - Z • ' . ' , . , ' ' ~ ~ • ' ~ / ~ ' ' , ~ . - . F , • ~ . r~•~~~j ~ ~FOR~f ~ ,.,~_LtP- C/ ~ , ' 'YIQ~: ~ (~€.h' .-:'`,',Y,,'~ . , ~ . . • . ' ' t'~ i,~t i~.• ir .1 if i : r~ - . _ ~ ~ . R , a . ~ • . . . ~ , . . ~ _1, c . ~ , ~ ~ , • ~ . r^ S, f d4 ' . . `.^'Y~ , ^t~ ` ~ t G"~1' . e ~ ~ s~~C. ,j„"~y r . . . ACCOUNT I HOW P Ip ' ' ~ ~ . • . . . + ` i. BECINh'IPlG I I ~ 4D BALAhCE CASH Z. • • ~ Iv~ : . • . ' ' ~ • PAID AMOUIlT ~ I I CHECK I ' I r , ~ MAOE IN U S A DALAn'CE , . I Wd.^.oNones. 1989 ' DU MONEY G ORQER I • QY ' . . V - ~~i ~ ~r ~,y~~~` ]t' t'~{i/~i~~ 1~ ~ ~ !v~~~r~i~♦, Lf ~jtl~C~~ ' ~~i :i'.~y.l~ _ "~~j .~~,~LYY~ ~ ~ i ~L ~i4i ' Lt ~~:t~ nti'~~t~'~y' ~~~'q?~!a'j~~~:Y~.~~ .'j.SS'.. ' • s ~1;~8' ~t~41~~~~~4"Y~y1 :~F,~~~fi'~ ~~~G'V`~' S\~~~~~.xiEi~ ~ ~t~>~ ~ :r ~ ~ l^~~S„+aL: ~ a^~~'!-:~~SI~~JI'k9, 1lir~ct 8G~ 1~.. =~'~'.~e•tiv~'%+-a!1a.yf~,.`hr ,~-.,.~>ti...;-.. ~ . ~ :L.. i~i ^l~. ,e ~;+t,~ _~s t~i~~-.- . .~';~:~..,~:c~:~ - , . . . . ` . - - . - . ~ : . ; ' ; • : ' . • , - ~i~ . . • ' . . . . . . . _ . • •F- , . . , . • . r - . - • • . • • . ' • • I SPa kNE COUNTY ENC---JEER'S f . . SHORT PLAT . PRELIMINARY CONSULTATION A. PROPOSAL: Project Name: Project Address: _ Number of Lots; ~ Parcel # 4 C; I~3 Iq• 1-Z 2 4 Section /?N Township Z,S~ Range Quarter 1 2 3 4 OWNER Owner Name: n r.~ Address: , 2.("J A C) L. r2 G j~~ A/~/zG S Ci t/~ I- Phone: Business ~Uc3 - 7~U -6~Z-~ ~ome C,,? 4 - ~~CJU - l SPONSOR Name: S A- 6A- C or Address: AGENT Phone: Business Home ENGINEER Name: or Address: SURVEYOR Phoae: Business Home B. PRELIlYIINARY CONSULTATION: • Preliminary a) Right•of-Way Conditions b) Curb YES ;ki NO c) Sidewalk YES M NO ( ) " d) Pave YES b~< NO e) Approaches YES ~ NO 0 Drainage YES NO ( ) g) Flood Zone YES NO O h) State / City Review Yes ~ No NOTE: This proposal must comply with Spokane County Road Standards, adopted by the Board of County Commissioners ResolutioA No. 80-1592 as amended, and Spokane County "Guidelines for Stormwater Management". SPECIAL CONDTTIONS or Remarks: / J! p- ~ 4,41 C. F'EES: 1. PRELIMINARY FEES: $ 50.00 SHORT PLAT 2-LOT (ADMINISTRATIVE DIVISION) or DUPLEX DIVISION ~ $100.00 SHORT PI.AT 3-LOT (or more) Pt~ Cash oi Check # r 2. FINAL FEES: a. $100.00. FINAL MAP AND PLANS SUBMTTTAL. (Fee to be p'aid when final plat is submitted to Spokane County Eagineers Offce). b. AGREEMENT TO PAY FEES - ACTUAL COST + 10%. (Based upon the hqurly rate of the pecson checking the plan + 10% administrative charge of the totai hourly cost. In order to have the plan checked the applicant must submit to Spokane County Engineers a signed an agreement to pay fees.) NOTE: FOR FINAL hiYLAR ALL SIGNAtURES AND NOTARY & SURVEYOR'S STAMPS to be in PERMANENT BLACK INK. (Per WAC 332-130-050 vii 2). No baU point, fountain pens r e bossed mps will be accepted. h Date: F0 By: ic, c~ SPO CO ~ Date: 6 By: PLICANT v 4 V ~ * THESE CONDTTIONS ARE PRELIMIN , AND ARE DISCUSSED AT THE TIME OF APPLICATION SIGNATURE. FURTHER INSPEGTION OF APPLICATION MAY RESULT IN FUTURE CONDTTIONS BASED UPON SPOKANE COUNTY RECORDS AND DOCUMENTS. Ic1g14re1imsp.cic 3/92 . • R.b.CROUCH CIVIL ENGINEER 9515 N. Division, #I01 Spokane, Washington 99218 ( 509 ) -467-7427 February 5, 1996 PRove4 ~ ~►Q. b Q?~~iCIAL ~'t,JBL1C DO~U~NY Spokane County Engi neer ' Of ECO ENG 'A '?OKANE COUN7Y ENGINEER'S OFFICE W 1026 Hroadway 0R5Pq11VA Spokane , b1A 99201 BY...,.........~ Q~ZG F,} b o~ t .OJECT # ~ F~e: Gallway Lane STRUC~~ SuBtAITTAL ..w, Short F1 at 777-92 PERMIT REQUIRED! RETURN TO CfltlNTVENGIN~~R Dear Sir 5: NOTIFY THE PERMIT ENGINEER 456 • 3600 I n accordance wi th thd 9J1bpe1tC1eToCX0Mt;WcTt$P1anni ng Department ' s Finding of Fact, Conclusions, and Decisions on Spokane County Short Flat 777-92, we herewith submit plans, specification, and calculations. These plans are f or the private road as required under items 12 and 13 of the Engineering Department's require- ments. Origina►1 Plan Sheets are submitted with signature & seal. Drain cal cul ati ons are attached to thi s 1 etter and hereby submi tted under signature & seal. These drainage caiculations include a copy of the USDA's Spokane Soil Survey, sheet No. bS, with the project highlighted in red. A topographic map which is an ex- tract of the US Army Corps of Engineers" Water Resources Study Orthophoto i s i ncl uded. Thi s map i 5 mart:ed wi th I i nes to 1 ocate the work, and existing and proposed basins outiined. The exist- i c-ig drai nage pattern was determi ned by personal f i e2 d ex ami nati on on Decembef 11, 1995. This map includes a limited Engineer's Seal. Four handwritten sheets of calculations quantif y the hydrology and some hydraulics for this work. Four sheets of computer output for gutter hydraulics are also included. ` Your rapid attention to this matter is appreciated. If you have any questions, plea5e feel free to call us. Si ncerel y - , . B. C RE~~IV - ~~o ~:ASyE ~ ~ i4. _X C) o~ j ~ y , FE B o ~ 996 Randal 1 H. Crouch P. E. = enc 1 osures SPOKANE COUNTY ENGiNEER copy: f i 1 e 001 ~44 ki RBClwsp VISTC~L9 ~P ~L ~ EXPlRCS ~'.1:~- RbC : CE-- >WH: SCEO; GALLWAY.DOC Pg.1/1 ~P- ~r • G ~ ~ L•• ,00p ~ ~ACL w•!, ' s ~i/c.~~ ~.e-- 7 ~~)C/JT/•r/G ~~"iv.o C/9, .'7 A C~ ~.D ~ F GB a 6 (on O SPOKANE COUNTY ENGINEER u~~~WW Gg _ WW~ ~~~~~o LSC~-D "WWW~, ~z=x WW ~w u)Q~ ~ 7NNNNN ~ ooaaa g ~o o oPo,• ~ /t/O CU~/' S ~c'~' ~"y%j~~~c~ ~ . - 14K c4 ve / T %7Z,o~ ,4/~ /2 ZJ h lserv -4~01/Y/OT~ S. S C a 74- ~oy /v~ ~ f~.~ /j ar S- i~ ~ !-f/i7 -o•--~ , • ./2io'•9//[~/~ GX-- 7h ~ / l~~~/i7 S~d~v .r ~ 7 c~ w _rr~ ~~~~/f~ ~f U~ L✓ /J/ e ~j ~ 1 ~7 ~7 /'G1 iris 4✓ l~rii /r T-~~- f~'s ~ j ~~aGri e'O/I c~h 7`a --~'o~ 7,7o G✓ . 77- ~O- rJ S v Tl / /7 C/r} PI/d ~r ~ ? y'"' ✓ /sJT ~A~~/~l l/~~~/• 'oeo~ ,o,~.o,. ~-a~~~: 6~ .,o4 ✓ / ~ ~ rs n = D.3 ~ L r~ ' • /Y/r~•'1,~~ ~ ~ ~o v.Se /i1 ~/9C~CES 1l~ ro vie r Gt~ = c'/~ = D. /~"l/, 3~?, 9 f =~~t = d~`7 cr~s rvr o~~' uwwwww f~5555 ~I nRJItARR ~ T i~// yN~~UU tWW{y y ~fLK ~o 'tN/VNtV[V ~ -rovev 0,4 ~ C G~ Ct - ~`f f Q V r ~~r ~ 97 J O ~ ~ / ~ ~S ~'U~7D 7 T' a ~ o•?~ ~ ,~~~G.A~ 64. ~s- ~ 99 ~ , 6~,~ea L,-e (5) s w r~~ e ,4 GQ = G/.E1 ~/D 2 . ~ ~c~l r.~ry J • . . . ~ ~C ' . 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S 3 ~~VJ ti+ ¢ ~ ' ~ ' ~ ~ ~,i4 ril~(.~,1~ , ~ r'; . `~RI~•~ .i' ~ ~.r ~ ~ Ktr p`x,d jN~ eti►a Ggq ; K a~ ' t:' 4~i ~ ~ ' : ~~C ~ . . ~~.!;a~ ~ ~~r x ~ 'd r4 ~ ~ ~1 ~pR' ~ 'f~ ~p" ~t ~ i~ pa,• ~ ; , i ~d , lc~. ~l ~ YM'.t ~Z yr„~ ~ P ; ~ ~ ~ ~ "x.ti ' ~ ._„~t~~ ~ . . t ~ i• ~x.:,• i-~~L~ ~ ~ ■ t" n ~ UL iM ~'t`~ ~ ' s I~' '•r ~'Yi'~t v ~ t~ ~ ~r " C~ , ~ . ~ '~e 4t { ~ F ~ ~ ' r " {i ~ 1 ~ ~ ~f I•~"' # • ~ ~ ~ r ~ . , r i ~ '~i ~ / ; ;r s ~ f uK.-'' •.~t ;,x , 1t+. C, • I 1 ~y ~ w yy 7s . ' v f ~ft ;t !Fa' ~ I~t ~~~1~ 4y ''i• r r ♦ r~ ',•.,r ++~,~QZ ,3 ~P~' ~ G.~W ~ •c ..y Y r ,i ~ - ~~L ' . . f~ • ~ . (Joins sheet 76) 5000 Feet SFr~~ ~g ~ 1 Mile Scale 1: 20000 ~ ~ , i2 /14/4,r I . ~ A S P O K A N E C O U N T Y DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director January 17, 1996 Randy Crouch, P. E. SUBJECT: SP777 - Gallway Short Plat lst Review Gentlemen: A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, nlease mark all changes on the revised nrint in color. In addition, please provide an information copy of any utility plans for this project. If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you. Very truly yours, 15J1:q1V William A. Johns, P. E. Spokane County Engineer Affigo ~ w4A~x ~ 4 ~ Edward J. Par , Jr., P. E. Plans Review Engineer encls: Plans (1 set) Comments (2 pages) Sight Distance Easement ccvKroject file reviewer (comments only) 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(549) 456-3640 FAX: (509) 324-3478 'I'DD: (509) 324-3166 REVEEW CONtVIEEN'TS SPOKANE COUNTY DNISION OF ENGINEERING & ROADS 1026 W BROADWAY, SPOKANE WA 99260-0710 PHONE (509)456-3600 FAX (509)324-3478 REVIEW 1 REVIEWER: Ed Parrv PROJECT SP777 DATE: 17 Januarv 96 PROJECT NAME: Gallwav Short Plat GENERAL 1. Plans will need to be signed by the Developer prior to plan approval by the County 2. P.E. stamp on plans and calcs will need to be signed and dated prior to plan approval by the County PLANS l. The benchmark needs to be indicated 2. A copy of the approved water plans, and a plan of the intended septic field areas, is needed to check for conflicts between the drainage facilities and the utilities for this site 3. Lots C and D have frontage on the private road. In order to maintain the proposed road section, either plat language granting exclusive use of the private road to Lots A and B should be provided, oc covenants that Lots C and D will not use the private road for primary access should be provided. Otherwise, the private road should be designed as an Urban/Suburban private road serving 3 to 4 lots (as required by Engineer's Condition 21) . 4. The hammerhead cul-de-sac will need Fire District approval prior to plan approval by the County 5. The sneet sign loc tion on t e plans should be coordinated with that required by the County 2 214"t, ' t6L► °L- C~~- - - ~f'~~ W4,i ~ e,.n o. a ;4~-" -f-4 6. Sight distance easements will be needed - see attached easement language 7. Facilities receiving runoff from private roads need to be located outside the public R/W. Runoff from private developments needs to be separated as much as possible from the public RIW 8. The road section indicates a 5% cross-slope; cross-slopes should be 2%(min.) to 4.5 %(max.) 9. Gravel sump: a. A cleanout should be provided at the bend in the equalizing pipe. b. Inspection ports should be provided REVIEW COMMENTS Page 2 of 2 17 January 96 PROJECT # SP777 REVIEW # 1 CALCULATIONS 1. North arrow is needed on the basin map 2. Calcs for ditch sizing were not included in this submittal PRIVATE ROADS SIGHT DISTANCE EASEMENT Sight distance easements in Lot(s) , , and , Block , as platted and shown hereon, are hereby granted to the public for the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) f eet above the road pavement elevation adj acent to said lots. Spokane County and its authorized agents are hereby granted the . right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. Spokane County does not assume any responsibility to inspect or maintain the sight distance easements, nor does the County accept any liability for any failure by the lot owners to properly maintain such areas. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the Of f ice of the Spokane County Engineer, a notice of such failure may be given to the property owner. If not corrected within the period indicated on the notice, Spokane County has the right to correct the maintenance failure or have it corrected at the sole expense of the property owner. prvrdsd.eas/Mar95 ' SUB AL CHECKLIST PROJECT #~n'-7 REVIEW # REVIEWER: DATE: 16 January 1.996 r ~ PROJECT: 1 PROJECT SPONSOR: TEL # PROTECT ENGINEER: TEL # 7 -7 (Road & llrainagc I'lans) ~ PROJECT SURVEYOR: TEL # (Ptac) ADMINISTRATIVE REQUIREMENTS Yes No 0 N/A 0 The $100.00 fee and Agreement to Pay Fees for plat review have beeu accepted by Spokane Counry for dhis , submittal. Yes 2r No0 rv,n E1 2. T11e Review Fee Account is current (no invoices over 30 days outstanding). ves 6 N. E] N/A E1 3. I have noted the plans in, plans out dates on the pink sheet in the file. ves E] ,o D./n 12f 4. If tltis is a mobile honle park project, were plans routed through Plaiuung? Yesto .o El ./n E1 5. The file contains a Spokaiae County Eugineers Section ntap, Assessors's map and aerial photo. ,re, E3 No E] rIX 6. Field review made. If yes, complete attached fonn "Field Review RePort". PLAN REVTEW REQUIREMENTS ,r(-yaNo E:] N/A ~ 1. 2 copies of the plans and a bouud drainage report were submitted. Ye4 N. E:1 ,v/A O 2. The plans are on 24" x 36" sheets. 11 vc~ No 0 rv/n E1 3. The plans and calculations are stawped. Plans must be marked "Preliminary" or "Not for Construction" if < they are not the final approved plans. Final plaiis must be signed and dated by tlle responsible Waslungton State Professional Engineer. ~ ~•~5 ~.r~e~ Fn- ~ 4. Ttie cieveloper has signed anci approved the Final Submittal of the road and drainage plans. . ~ yea wA-0 5. The Stanciard Plau Notes have been included ou tlie plwis. v"d no 1:1 ./n ll 6. Is the project locatecl iu tlie Aquifer Sensitive Area? N•cs 0 ro 1:1 Mn D 7. Lis ~-y~c esign deviation requests alld tlieir status: 'kv vcs 0 No 1:1 N/A 11 8. Lcacate the Findings and Order for the prnject aud list any unusual conditions: S Sk-za/- ^ i l.~ ~~2 D~✓~~~ ,,~/l,►'~/~ .e i'~,P. t'G'-- CC^-c fz~.-~~ ~/~''J2~~.-/~--4~"°'~L. S-✓5 5' ~'V- ~t~.-v=e. ves E] N. E:] N/,► E] 9. Street names are consistent with Plat. FLOOD ZONES vesEl No ❑ N/A El 1. Does the entire plat lie outside of designated 100-year Flood Plain Area? ves ~~o E] ./n E1 2. Does t11e entire plat lie outside of Zone "B" of the desigvated Flood Plaiu Area? vea ~.o 0 ./A 0 3. Is the max. street ponding in any part of a Zone "B" less than 1'? ves 0 No E:1 Nvn E1 4. Does the plat contain apprapriate language limiting.the lowermost opening iu a structure located in a Zone "B" to not less ttian 1' above the lowest road elevation? YeSE:] No E NIn EJ 5. Is t1he entire project located outside of an identified Flood Plain Area? ,res❑ no 0 N/n E:1 6. Is the entire project located outside of an ideutified Stormwater Management Problem A_r.ea? cklistv4.0/Jan95 1 . ROAD PLANS 1. List any roads that must be desigued aud constructed on the project. ROAll NAME ROAD NAME KOAll NAME ROAD NAME R4AD NAMF ROAD NAME lAgi RoaD cLASSU7icArrioN r fl,2- 'I RAFFIC INDFX (1) "I'CIRRAIN PAVEll Wlll'1'H ~ 1,4I'~Q~/l` R/W WTDTH - , POS'1'EU SPI?Fla DESIGN SPEED MINIMUM GRAll13 MAXIMUM GRAllE STOPPING SIGHT DIS`CANCE 261ro F Z~ MWIMUM HORZ CURVE 'I'YPE OF CU1ZI3 12.EQUllZEll ~ MiN ASPI-IAL7' SECTTOIV 2 MIN GRAVEL SEC110IV ~ (t)'i`ttnFFtc t1vDEX: Major Arterial 7; Secondary Arterial 6; Collector Artenal 5; Local Access/Residential5; Private 4. veg 1:1 rvo &I N/A E] 2. Planning conditions require submission of a laudscape plan. (NOTE: Usually associated with PUD's). vES 0 N. K.vn 0 3. I have checked the landscape plan against the road and storni drainage design. If there are any conflicts, list them in space pravided, or note tliat no conflicts were found. veg 0 Ka EJ N/nP 4. The following road plans have a bearing on the design of roacls for this project and a copy is in the file: ve.g N.E] rIA O 5. Vertical curves meet stoppiug sight distance requirements. ves 0 No21Mn R 6. An "R" Value Test is required for this project. ~ Yes Ej .o ~J N/n'Q 6a. For tliis project, for each soil group called out an "R" Value Test has been subn-iitted. v~ ~.o 0./n ~ 6b. The pavement section is adequate for the "R" Value Test and reqwred traffic index'~~j r~f~~ 4,1 ~ v~ 0 w'r`~~~n E] 7. Is the bench mark called out on tie plans? Yes K. EJ.,n EJ 8. Are stationing equations shown? ~ 4 ve'~'o ~ N/A 0 9. Is statioaing conect (south to north,~ ~o east, reading left to right on the plan)? CYe s~No ~NIn ~10. Are existing utilities shown on the plans (or an itiformation copy of the utility plans submitted)? 5 'E]rro 0 N/A ~ 1 l. Are proposed utilities shown on the plans (or an infonnatiou copy of the utility plans submitted)? v~~U No ~ N/A E1 12. The project plan nacue matches the plat naine. cklistv4.0/Jan95 2 Ye5 E3~.o ON/J5 13. STREET WIDENING/INTERSECTION WITH EX[STING COUNTY ROAD Yes ❑.o ❑ n,,n I 13a. Are cutb design sheets provided for widening of existing streets? Yes El no ONTIn 0 13b. Does tlie curb design conform [o Spokane County Standards of sectiou cross slope (Between 2% and 4. 5%)? ves 0No 0 N/n ~ 13c. Is dlere a street cross section shown for widening existing streets? Yes 11 .o 1:1 cv/A Ul 13d. Does the proposed new width match tlie width required in tlie Fivdings and Order? Yes []No E] N,A El 13e. The cross-section shows: Existing R/W, Proposed R/W, any required Future Setaside, and edge of exiscing i and proposed pavement. ve5 E] ro E3N!A E3 13f. 100' (min.) pavement taper into project is shown. Yes 1:1 ho 0 N/A 0 (1) TUere is adequate R/W for die taper to extend from the new paving width to existing pavement. Ye9 El No 11 N/A E] (2) There is inadequate R/W for tlie taper to extend from the uew paving widtll to existing pavement; taper extends from existing paving to R/W. ~ Yes 0 no El N/A U~ 13g. Lengtli of pavement taper out of project meets AASHTO requirements: WS2=60 for design speeds < 40 ~ mph, WS for design speeds > 45 niph, or feet lias been aPproveci by Spokane County Traffic I Engineer. ves 0 N. 0 n/n ~ 13h. Transition from end of curb to existing paving is shown (curb should uose down in 12 Yes 0 iNo 0 "n~io 13i.Are the curb grades, for any required curbs, above the county nunimum of 0.8 ,•es EJ N. 0 NIn 0 13j. The curb type meets Spokane County Staudards. ltJ PGti1- tD A&4 Yes❑.a o N,A o 14. NEW STREETS Yes 0N0 0NIn E] 14a. Does tlie proposed alignment meet Spokane County Standards? Yes U,.o []un EJ (l.) Centerline slopes are wittun Spokane County Standards. Yes dNoE]N/AE3 (2) Vertical curve lengths are adequate for intersections and stopping sight distauce. ves E] .o 0 ./n Rf (3) Horizontal curve radius meets Spokane County standards. YG4 N. 0 N,A E3 14b. The plans show tlie typical cross section for streets. N r ~'~~r,~..~ ~~~s ~ ~v~~v/A O 14c. Does tlie proposed street wicith match the Findings and Order? ~4~ w.t, G A_ Yes EJ N. EJevia 0 14d. The typical road cross-section sbows: Existing R/W, Proposed R/W, any applicabie Future etaside, edge of new pavement and any otlier required iniprovements. 20Q ! ) r- ~s ~ ev~N~n-~ 14e. The typical road section on tlie plans shows the cross slope and it is within the 2%'~~~0 4~5% standarci. Ycs 0No 1:1 N,A%~ (1) The Cross Slope is correct when checked on tlie pro6le drawings. vea 0.~ E] N/A El/ 14f. Curb type: Is showti and is the proper type for the road classification. ~et r'g Yes 0 rra 1:1 wn 11 (1) Meets Spokane Cowity Road Standards for ciubs within the public right-of-way. ve5 0 Yo ~ N/n 0 (2) Consistent with the curb type in the geueral area. tw C(4 g4co -A ~ Yes 1:40 ~ YlAO 14g. Are the curb grades above the couuty minimtun af 0. 8 I? Ye5 E] noRvA E] 15. Has the Fire District approved all proposed private road turnarounds ttiat are substandard according to our ~mv~ Spokane County Roaci Standards? (A oue lot stub less than 150' on a public road is allowed). cklistv4.0/Jan95 3 1-e3 11 .o E] y/A C] 16. SIGNAGE PLAN vcs El NoE3vA%Z1 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if diere - is a question). Yes ~.o N/n u~ 16b. Stxeet nanle signs are shown at all intersectin€ streets. ~ ve-s E] NoO./n 16c. Is there a need for barriers at tlie end of ciead end streets? ves 0 ro 0 "n`,~- 16d. Is tllere a need for other special sig►ung? (Check widi tlie County Traffic Engineer). ~ ~ L~' ~~e5 ~ xo ~ ring 17. CURB RETURNS , ~ YGg 0 No 1:1 N/A 0 17a. Are BCR, MCR, aud ECR stations/elevations on curb returns shown in the plan view? Yes L] N. 0 rv/n E3 17b. Are tlie curb return elevationti correct? Yes 0 No E:1 N/A E] 17c. Is there positive drainage from the road intersection to the MCR? If not, is design safe according co AASHTO stanclards? Yes 0 N. 0N/n El 17d. Curb return raciius meets the Spokane County Standard nunuuum. (to back of curb for rolled/wedge curbs, to face for vertical curb face types)? Yes O.N. N/n E3 17e. BCR, MCR, and ECR elevations are set to allow cirainage from the centerline to the curbline? Yes 0 rro E] rr/n L] 17f. The cross slope between the intersection and curbline meets AASHTO requiremeuts: (ref. AASHTO) 10 % (flat terraiu); 8% (rolling terrain); 6% (moiwtainous terrain). Yes 2r ►vo 13 N/A 0 18. CUL-DE-SACS OL'a _lu,~ye~✓je.ee~{ -Xee-,f Ajrvx;," ~ ❑ N. ~ N/A 18a. The cul-de-sac grades (top of curb) meet county cul-cie-sac standards (1 % min.) v~ El No 0 N/A ~ 18b. The cul-cie-sac curb is shown in Profile. Yes 0 no 0 N/A ~ 18c. The cul-de-sac radius meet SPokane CountY Standards. ~ vGg EIcv. El .InI$- 18ci. The center of cul-de-sac Station is shown. ,r~ 1:1 No O.iA Cl 19. INTERSECTIONS ves Ed.o EI./n El 19a. lntersectiotis meet AASHTO sight ciistance reyuiremeats for controlled and uncontrolled illtersections. ,•e5 P4 ,o E] N/n 0 19b. Iiitersection separatiou is greater tliau or equal to 150' on local access streets aud 300' on arterials. V. CI.o 11 ./n•~1' 19c. Do the intersections meet tlie landing reyuirements? ves 0 rro 0 N/AA!f 19b. Wheelchair ramps are provideci at iutersections witti sidewalks. vGg 0 No Ed N/A ~ 19c. The intersection harizontal sight distance analysis shows that sight triangle encroacluuent ou private property is 2' or less for coiitrolled intersections. ju~~ ~aeve`4 Yes 0N0 0 N/n 1:1 20. Is there a need for Slope easements? Acli( cklistv4.0/Jan95 4 vm 0 N0 0 rin DRA.INAGE PLANS ve. 4 0 . o 1. Has a plat map been suUtuitted wluch shows lot ditncnsians, street widths, etc.? Yes a Alo•O N!A O 2. BA5IN " ~,x-.10 no O rIn EJ___~)2a. Nortti arrow and s a e is shown. Y. u O-. u wn 0 2b. Subbasins are labeled and correlated with calculations. 1 Q J(~ ~'rB:~?nc~lv~a ~ v~`~,o ~ NIA 2c. Was a map with contours/spot elevations submitted to p~operly etermine drainage bas!ns~? ti-a.0 No 11 .r/n 11 2d. Were tbe routcs uscd to determine time of coucentration showu? ,.es 0 no 0 N/A ❑ 2e. Were all existiiig drainage courses sliowu? ves 6 no E] Nrn El 2f. Were all the proposed drainage courses shown? ve-q E~ N. 0.r/n El 3. Were Hydrologic calculations submitted for each basin? (Rational Formula if area 10 acres, SCS TR-55 if area > 10 acres). veg ~ No ❑ N/A ~ 3a Permissiou was given to use SCS TR-55 for basins 10 acres. ves 0No 0 N/A 19 3h. Basin includes offsite and onsite areas together (use 50 year analysis). v~ O.N0 0 n11% ~ 3c. Basin is all onsite (use 10 year storm). Y. 0No 0 N/A 0 3d. Runoff rate for basin is compared to impervious road area runoff rate. The larger rate controls design. ~nd ~Wmdtd CONVEYANCEfDISPOSAL Yes Ono 0 N/A ❑ 4. Pipes/ Culverts - If, yes, complete checklist section for culverts and pipe-systems. . 060 Yes 0 n~ 0 N,~+ 5. Ditehes are icientifiecl in plans and details provided. And have a minimum grade of 0.5 (YNoE] n/n ~ )6. Are t here any co n flicts between t he propose d sep tic t a n k e f fluent drainage fie l ds an d any ditc hes on t he drainage ~ ~ . lan. ~ p reptli ~ v~ 0 No ~ n/A O 7. Gutter~ is~le ~~~gutter hei ' t and allows for 6' non wetted area of each side of centerline for local access or collector roads. ye5 El oEl ►wnE 8. Locations where water is intended to flow through an inlet or curb cut are at the low point iu vertical curve. ~?voDn,A 9. Backwater - Analysis for any pipe and/or ditcl~es was submitted. Yes E1No E1wnZ 10. Headwater - Calculations for culverts were submitted for review. ,ra 0 cvoEl N/nP 11. Curb drop/curb inlets are used in the conveyance and plan and calculations for flow capacity have been submitted. Yes,--',Nu 0 N/A El 12. Ts Erosion protection required and have calculations been submitted for review. vX N. 0 un E] 13. Soils type is "pre-approved" (Garrison, etc.,) for drywells without percolation tests. v~No ON/A 0 14. Does the drainage report identify tlle SCS soil groups for the project area and for the proposed roads to be built in the project area? vX No 0 vIn 0 15. The drainage design maintains existing flow patterns in natural watercourses. Y. P N. [DN/A 0 16. Tbe drainage design maintains existing sheet flow patterns without concentrating flows. ves E3 N. 0 .rIn 0 17. The drainage concept is compatible with The Guideline for Stormwater Management. va 1:1 no~~A El 18. The difference between present and future flows is retained on the site. ~~t~~~-~ Z'~•,~ ❑ ❑ .O ~ v~ rro v~n 19. A detention basin concept is proposed for stormwater disposal. If, yes, use separate cliecklist fo detention poncls. CULVERTS AND PIPE SYSTEMS v~ 0 iNo ❑ N/AIT 1. The road culverts are at the low poinGS uf stream flow. ves [:]Yo 0 N/A 0 2. The headwater was calculated for culvert entrances and is under 2 dia.meters far culverts under 18" in diameter and 1.5 diameters for culverts greater than 18". vesE]No E] wn El 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes. ves E]No EIwn 1 4. The designer has demonstrated that the proposed pipe is suitable for cover less than 2.5' (PVC), 1.5' (CMP), 1'(RCP) (HDPE/ADS) or the engineer has provided trench details for upgraded pipe bedding for these areas. vva 0 ro N/A 0 5. The miiumum velocity widiin the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities). ve4 El ,o E] N/A ,0 6. The backwater calculations show a uunimum freeboard of 0.75 feet for each catch basin or manhole. Yes 1:1 No 0 IV/A ~ 7. The nunimum culvert and pipe slope is 0.5 % and all pipes meet or exceed this standard. v~s 1:1 No E] rrIA 8. All angle poiilts in the storm sewer system have suitable access such as a manhole for cleaning. r,s 1:1 vo 0 wn ~ 9. At locations where two different pipe sizes enter the same manliole the 0.8 diameter points of each pipe are at tlle same elevation. (Note: Exception allowed for drop manholes). ves 0 No 1:1 wnr2- 10. Is tllere any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. cklistv4.0/Jan95 5 ves 0 N. O•~IX01 11. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that over 18" in diameter. Yes 1:3 No 0 wn ~ 12. All pipes in the pipe system are 12" and larger as per Spokane County Standards; (10" pipe that is allowed for ~ connection of inlets to catch basins or drywells, if the length does not exceeci 44 LF and [he velocity is at least , 4 fps). vcs 0 no ED K/n U 13. All storm sewer pipes are located a nunimum of 5 feet from a rear or side property line and have adequate easements for maintenance. v~ ~ ~oEl rrin 0 14. Inlets on the same slope are located so ttlat the maximum width of spread for t11e gutter flow does not exceed 6' (from curb face for Type "A" or "B", from back of curb for Type "R") for major arterials; 12' for collector streets and local access roads. Y. 0 n.0 rr/n ~ 15. Tlie plans profiles show all culvert pipe types, station.s, offsets, lengths, and inverts. Ycs El No El N/n O 16. Pipe materials meet counry standards for systems that lie within county ROW. (Note: The type of pipe in private systems nlay be as specified by the ciesign engineer). v.0 no 0 N/n o 17. The culverts shown are properly stationed from centerline stationing. ,res E] No O N/A ~ 18. Does the drainage system conf'iguration avoid conflicts with undergrouncl utilities? ves 1:3 N. E) n/A 0 19. Is there a need for energy dissipation on any of the culvert outlets shown on the plan5? veSEIxo E]nrn 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on the clrainage plans. vcr. 0 No 01MA D 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the enguieer has submitted acceptable rip rap design calculations. vcs E]No E] .r/n E] 22. PiPe anchors are shown for PiPe grades greater than 15 ,rcs E]No E]•r/n 0 23. Tliere are no instances where water is trapped against a fill with no culvert shown. Yn 11 N. E] N/A 0 24. Profiles and cross sections are shown on the plans for all proposed channels ancl ditches. Yes 11 No ❑ N/A P 25. Ditches with eroding velocities have a proper liiung for erosion protection. v,, 0 N. 0 N/A E3 26. Water will properly flow from an existing or proposecl ditch onto the pavement as proposed on the drainage ' plans. ves 11 •ro 13 rtnO, 27. Where the ditch profile passes from cut to fill the flow has been properly disposed of. llVLETS v~ 0►~o ~ wa'~ 1. The inlets shown are within the stream flow. vcs 13 No 0 rr,n 4 2. Inlets are shown on the low side of a road or at the low point of a vertical curve ves 0 No EIwn ED 3. Curb type metal inleLs, if proposed, are shown at sags and are properly sized. t•es 0 ~o E] wn ID 3a. Perimeter calculation does not include tlle side of the grate against tbe curb face (all grate types). ' ves 0 no EIN/n ~ 3b. Perimeter is divided by 2 for calculations where no curb opening (Type 1 see standard DRWG B-10) is provided. vcs C3 ,o ❑ N/A 0 3c. Area = clear area = 2 for Type 1 grates) vcs 0 No Ej N/A ID 4. There are no vertical curves that produce areas of very flat grades for extencied areas which could pose a problem h with ponding water in traffic lanes. ves 0 no 0 N/n 4 5. The centerline road statioiis, offsets, anci invert elevations for all ii-ilets are shown in the plan views. v~ ~~o ❑ NIA 0 6. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets or WSDOT standard in]ets I in county ROW, on private property other inlet type may be specified) (Type 1: D-2; Type 2: D-4 in old 1981 ~ standarcis or type 1, sheet B-10;type 2, sheet B-l 1 for 1995 standards). vcs 0 No Lj Nrn Ul 7. A detail drawing of tlle grate/curb installation is shown on the plans and includes a minimum 1" depression and transitions as per county standards for grates that are located wi[hin county ROW, or referenced to SCRS std. ~ detail D-8 in 1981 standards ar sheet B-] 8 in 1995 standards. ves El No EIrr/n ~ 8. A curb cut detail is shown on the plans with the new county back clrop concrete apron with transitions and a 1" depression for curb cuts inside county ROW, or referenced to SCRS std. detail B-8 uf the 1995 standard drawings ves O.ro 0 rr/A ~ 9. The plans shows acceptable curb cut details and rate details for installations which lie within private road easements. (For plans tliat are subject to Spokane ~ounty Review). ,•es ❑.ro E] wn ~ 10. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shown around the inlet. vesEl INo El wn 0 11. Catch basin or special manhole details are shown or a standard drawing is referenced. ves 0 ro E] •r,AC) 12. Critical low points in the drainage system have been provicied with overFlow easements. (Where it is possible). Ref. Page 2-1 of GSM. cklistv4.0/1an95 6 208 SWALE SYSTEMS Yes ~ no F-I ./n ~ 1. ts the swale located outside a future set aside area? See Findings and Order for where setasides are required. vcs El rro 0 wn 1:1 2. The swale bottom and sides have sod or grass turf specified. vesE]No El N/A 1:1 3. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope is allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) ,rm 0 rro El wn El 4. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil inixture has been specified which meets Spokane County Guidelines. ves El noElN/A El 5. Drywell is: Located within 8 feet of the curb line, or a maintenance access route and easement are provided. ves El N. El N/A 11 6. Drywell stationing is staggered from the inlet by at least 4'. v. 0 N. ON/n 0 7. Multiple drywells are located more than 30' (center-center) apart. v.ON0 0 NIA O 8. Soil type is appropriate for drywells (perc rate _ 72"/hr), lf not: vcs E] N. E] wn El 8a. Overflow from a swale at a low point will be directed away from building pads by an identified easement over improved ground or an existing natural drainage channel covered by an easement where an overflow is required. Yv. 0 no E] wn ~ 9. Drywell location does not conflict with underground utilities. Yes EIno El xin El 10. Drywell type is specified. vCS 1:1 no 0 N/n El 11. Drywell grate type is specified (Type 3-std. detail D-7 For ] 9$i standards or type 4, sheet B-15 of 1995 standarcis.) v~ ~~o E) Nra E) 12. Drywell grate elevation is: A t111t11II]Ulll Of 0.4' below the nonnal flow line at the curb inlet and is be[ween 6" and 8" above the swale floor elevation. yes ❑ NO ❑ n,A ❑ 13. Does the note: "Wrap the drywell with a filter fabric (Amoco 4545 or equivalent)" appear on the plans? 14. Swale floor elevation is: va E] N. 0wA 0 14a. Shown on the drawing. ves El INo El v/n El 14b. Between 6" and 8" below the drywell grate elevation. ve. 0 N. ON/A 0 ] 4c. At least 6" below ttle nonnal gutter flowline at the curb inlet for swale without a drywell. Yes O;.o 1:1 N/A 1:1 14d. At least 10" below the normal gutter flowline at the curb iulet for swale with a drywell. 15. Swale floor. v~ EIJIwn El 15a. Dimeiisions are shown. v.E] N. 0 Nin E] 15b. The area matches or is larger than the required area from the 208 calculation for impervious areas. 16. Easements for the 208: ve. 0 N. 0 hin 0 16a. Are shown on the drainage plans. vcb Oc.O 11N/n El 16b. Are shown on the subdivision plat and match the drauiage plans. Yes 0 ro El N/A El 16c. Are of adequate size to contain at least 6" freeboard above the max. water surface elevation for the design sturni. ,reb 0 No EIN/A El 16d. Are tiecl to the lot corners. Yts 0 no E]N/A 0 17. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is 0.2' higher than the lowest top of curb elevation along the swale. Yes .o E] wn ~ 18. The normal flow line at the curb inlet is at or above the max. water surface elevation for the design storm or the max. water surface will not pond water more than 12' in residential streets or 6' in arterials above collector classification. o N. oN,A 0 21. 208 SWALES v.On.0 H/n O 21 a. 20$ swale floor area, volwne require►ilents sized properly to treat impervious surface areas. Yes 1:1 n.E]arin El 21b. 208 swale volume provided in accordance with "Guidelines for Stornlwater Management". EASEMENTS ves 11 No El .r/n El 1. Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. Yes 1:1 No EI•r/n El 2. There are easements proposed or existing for natural channels which cross the property, and they are adequate to pass the 50 year storm plus a 30% added denth of flow for a safety factor. Y" E]no 0N/n 11 3. A public drainage easement was provided where public street drainage was diverted onto private property. Yes Ono 1:1 r/n El 4. The perpetual maintenance of private systems has properly been provided for. Y. 0 N. 0 r/n 13 5. The maintenance of drainage systems within Spokane County ROW has been properly provided for. Yes ❑ No 1:1 n,A ❑ 6. Appropriate drainage lanpage has been provided by the reviewing engineer to the surveyor and/or engineer who is tnvolved witti the platting work. Yes 1:1 No 1:1 n,n 0 7. Are pre-existing drainage easements on this parcel affected by this plat? vcs E]No E]n/n El 8. OverFlow easemenGS are provided froin swales/ponds located in low points where it is possible. ck1islv4.01Jan95 7 Yes In ,o 1:1 N/A El UNDERGROUND GRAVEL GALLERIES CHECKLIST Is the site suitable for undergound gravel galleries based on the site screening criteria coutained in the draft standards for gravel galleries. If no, an approved design deviation is required before future review. Yes 0 No El N/n E1 1. .3 void ratio for gravel free space volume is usecl or test iuformation is provided to justify ratio used. Yes El ►vo E] ./n E1 2. Perc rate from field test is used to develop outflow rate Yes 1:1 no E] vn 0 3. 10-yr event volume is contained eutirely underground Yes 0.0 0N/n 0 4. 100-yr event volume is contained by a combination of underground storage aud above grounci storage up to 8" depth >>eSEI N. D.,n O 5. Soil mixture is specified for water depth in pond exceeding 8" Yes0N0 0N,n 0 6. Entire gallery is wrapped in filter fabric vcs 1:1 .o D./n E3 7. An adequate freeboard is provided in any above grouud storage pond. Yes 0 No ❑ N/A 0 DETENTION POND Yes E)ro 0 N/n E:] 1. Releases to a downstream chaiuiel or pipe system that is capable of Properly conveying the proposed flows aud does not cause dow»stream flooding. Ve9 E]ro E]N/n E] 2. Coucains 50-yr developed. >>eg ON0 0N/A 0 3. Releases at 50-yr pre-developed. re5 El No E) NIn El 4. Seconclary overflow to pipe in cantrol structure for 50-year developed. ve5 EJ N.E] run El 5. Emergency overflow weir for 100-year developed. vea El rr.❑ N/A El 6. Sump prior to outlet to control structure. ves E]no E]N/n El 7. 1' min. freeboard at 50-year desigii starni is provided. Yes 1:1 Ho 1:1 N/A 1:1 8. Lawa turf or liydro seeded sides and floor for publicly-maintained ponds or dryland grasses specified. Yes EJNo El N/n 0 9. Sprinkler system for publicly-maintained ponds or ciryland grasses specified. Yes 1:1 No 0 ./n 1:1 10. Berm compaction and lift requiremevts specified where necessary. ves 0.. 0 n/A 0 11. Is a 12' maintenarice drive to the bottom of ponds needed? If so maximwu grade is 6:1. 208 LOT PLANS CHECKLIST YesEl Ko EJ N,A E] 1. Lot plaus are required; submitted oii veSE] ►va E] ►v/n El 2. The 208 lot plans show: Yes El rro E] wA El 2a. The lot uumber, block number, subdivisiou uanie, date drawn, scale, nortli arrow and street name. ves 0 No 1:1 N/n El 2b. Easement dimev.sions in relation to property lines or corners. Yes 0 •ro E] N/a 11 2c. Location of curb, sidewalk or edge of asphalt as applicable. Yes El N. El N/A 0 2d. Setback requirements v~ ~No ❑ N/A 11 2e. Swale floor elevation ves No ~./a 11 2f. Swale floor diniensions are shown in relation to property lines or coruers. vesE]No F-] ./n 0 2g. Rim elevation drywell type, frame and grate type, centerline offset and station if drywells are present. Y. 0 N. O./n 0 2h. Curb cut station, nornial flowline invert. Yes E] ~~~A 1:1 2i. Auy drainage ditcties, their easements, flowline grade and otlier required improvements. 1'e5 O.N. O./n 0 2j. Shows depth from the normal flowline to bottom of swale. N•es O.o ON/n El 2k. An attached cross sectiou of the swale or ditch. Yes 0 No E] N/n 11 3. Existiug easements, buildings, iuture set asides, alld reyuired building setback lines are shown. Yes 0~~ N~A El 4. The section drawing shows the concrete apron, R.O.W. line, and grass sod or seeding if approved. ves El nro E] N/n 11 5. Lot plans have been stamped by a professional engineer on all pages ye5 El No E] N/A El 6. Lot plans are of sufficievt scale to maximize die lot size to tlie 81/2" x i l" paper size. (Drawings nay be on plain white paper) Yeg EI.o El v/A EJ 7. 208 lot plans were approved on cklistv4.0/Jan95 8 EROSION & SEDIMENTATION CONTROL REQUIREMENTS ves D.o 13N/n 1:1 1. Identify tlie clearing aud disturbecl areas in the plan. This ivclucles cuts and fills along slopes. Minimize the . amount of cleared area. ves 13 ro E:1 N/A 0 2. Provide erosion control facilities which slow water velocities - through the use of check danis, debris basins, etc. N•es N0 0 NIn E) 3. Filter ruuoff fronl exposed areas prior to discharging into drainage ponds and particularly prior to directing runoff into drywells. Filtering measures included iustalling temporary silt traps, silt ponds, gravel cone filters, etc. In silt traps and ponds, size sediment storage volumes by detennining the amount of silt material geuerated over a 6 month period, using the Flaxmau Metlind. The silt traps aud ponds are to provide a setting zone, aud are to be sized in accardance witli die metliod outlined in Sectio❑ IT-5.8.6 and II-5.8.7 of die WDOE Stornlwater Management Manual. vesEl r,.0 run EJ 4. Stabilize exppsed areas as soou as practical after grading work is complete, or when gratiing work will tenlporarily cease for more thw . In wet winter months, temporary stabilization measures will be required throughout tUe duration of coustruction. Specify stabilizatirnn proceciures, revegetatian requirements, mulclung, etc. Specify the maximum time that cleared areas are to be exposed without protection or stabilizatiou and tuue of year. Yes 1:1 rvo 1:1 N/A E1 5. Stahilize drainage charuiels. Provide for temporary and permaneut erosion protection measures. Yes E]NoE] N/A E1 6. Provide for perimeter barriers around exposed areas thxough the use of silt fences, straw bales, temporary interceptor clitches, etc. Route runoff from unexposed areas around exposed areas wherever practical. Yes 1:1 N„ 1:1 N/A D 7. List routine niaintenance procedures to be imPlemented by the Coutractor throughout the duration of coustruction. Silt traps, silt ponds, clieck darns, channel restoration, etc. All will require fairly constaut maintenauce, especially during and inunediately following a rain stonu eveot. Yes [JNo 0 nIn E] 8. Reduce the auiount of iuud, dirt and rock.s tratLSported onto public roadways by motor velvcles or runoff by cnnstructing a stabilization pad of rock spalis at entrances to construction site. ves 0INo E] KIA E) 9. Provide special provisions for construction uuder wet seasou conditions. Define the season. Y. 0 Ko E] wA 0 10. Provide final restoration procedures, site restoreation, access road cleanup, cleaning drainage structures ancl ponds, etc. ves ❑•r. ❑ r,In E] 11. Include in the plans the standard Erosion and Seclimentation Control notes prepared by Spokane County. cklistv4.0/Jan95 9 ' FIELD REVIEW REPORT ves 1:1 no EJv/n 0 1. Field investigation trip made on ves ro 0 N/n O 2. Date tUis field report was completed N•e5 0 No 0•rrn E] 3. Are ttiere any existing utilities ou the project site? (Overhead power, fire hycirants, etc.) If yes, describe. ves 0 No E3•r/n O 4. Are the drainage basiiis on the grouud the same as those that are presented in the draiuage report? vea O,o N/n E1 5. Are there any drainage channels directed toward property? Ye9 no E:] N/A 0 6. Are there auy drainage chauuels directing water through the prnperty? ves 0 .o E] Nrn E1 7. Do County roads cut off drainage as per drainage calculations? ves 1:3 Na El N/n E1 8. If there axe culverts under couuty roads, does the flow go away from or toward the project? ves EIcv.ON1A o 9. What kind of ground cover exists? ves E] ..E] .,n 0 10. Describe any existing channel conditions: Ye5 EI.o El vA 11. Describe channel cross section: vcs F-I.No 1:1 nin 0 12. Existing Curb Type: cklislv4.0/Jan95 10 . R.B.CROUCH CIVIL ENGINEP-R 9515 N. Divisian, #101 Spokane, Washington 99218 ( 509 ) -467-74?7 December 14, 1995 Spokane County Engi neer ' s l3ff i ce W 1026 Broadway Spokane, WA 99?01 Re: Gallway Lane Short F'lat 777-92 Bear Sirs: Tn accordance wi th the Spokane ~ounty F'I anni ng Department ' s Finding of Fact, Conclusians, and Decisior.s on Spokane County Short PIat 777-92, we herew;th submit plzns, specification, and calcui ati or:s. These pi ans are for the pri vate road as requi red under items 12 and 1: f the Engineering Department's require- ments. Or i gi naI F1 an Sheets are submi tted wi th si gnature & seal. Dr-ai n caI cui at i ons are attached to thi s 1 etter anci hereby 5ubm3 tted under si gnature & s?a?. These drai nage cal cul at i ons i nc 1 ude a copy of the USGA ' s Spokane Soi 1 Survey, sheet No. 68, wi th the project hi ghl i ghted i n red e A topoqraphi c ma.p whi ch i s an e::- tract of the US Ar-my Corps of Engi neers '#+dater Resources Study Orthephoto is included. This map is marked with lines to Iocate the wor E; 9 and e}c i sti ng artd proposed basins outl i ned. The exi st- i ng dr ai naee pattern aaas determi ned by persona3 f i el d e>; ami nat i on on December 11, 1995. FQur handwri tten sheets of caI cul ati ons quantify the hydrology and hydraulics far this worh. Your rapid attenticn to thi5 matter is appreciated. If you have any questions, please feel free to call us. Sincerely B. cR Fcandal 1 B. Crauch P. E. ~Q pFwASyi enc 1 osures GC) ~ PY: f i 1 e Q `O FtE+ G/ wsp , R ~C, N ~ o 0019044 pEC 1 41995 ~~ss FGf STEa~ ~ONAU ~ SPOi4"ti9E CoUFITY ENGtNEER , EXPIRES - . - ~ QFFICIAL PU611C DOCUMENT SPuKaNE COUNTY ENGINEER'S OFFICE RBC: CE-'>WN: SCEO; OR G VA. GALLWAY . 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